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Plans OFF I OPY OFFICECOPY POR BARROWS E 1' • verizonv17026 SW FRIENDLY LANE DEC 20 7 Verizon BEAVERTON, OR 97007 CI i 'CF I. BUILD CENTERLINE SOLUTIONS CONSTRUCTION DRAWINGS PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE NAME: POR BARROWS APPLICANT SHEET DESCRIPTION SITE ADDRESS: 17026 SW FRIENDLY LANE VERIZON 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. BEAVERTON,OR 97007 T1.0 TITLE SHEET 3245 158TH AVE SE 2. PROPOSED REMOVAL OF SIX(6)PANEL ANTENNAS,NINE(9)REMOTE RADIO LATITUDE: 45°25'32.41"N(45.4256706237793°N) BELLEVUE,WA 98008 A1.0 OVERALL SITE PLAN UNITS(RRU'S)AND SIX(6)DIPLEXERS NEAR GROUND AND SIX(6)DIPLEXERS ON LONGITUDE: 122°51'7.35"W(122.85204315186°W) PROPERTY OWNER A1.1 ENLARGED SITE PLAN TOWER WITH INSTALLATION OF SIX(6)PANEL ANTENNAS W/RET EQUIPMENT SOURCE: SARZAR HIDEO AND RUTH HISHIDA A2.0 ELEVATION&DETAILS W AS REQUIRED, ONE(1)MW ANTENNA,EIGHTEEN(18)REMOTE RADIO UNITS pROF (RRU'S),TWO(2)SURGE PROTECTORS MOUNTED NEAR GROUND EQUIP.AND 17026 SW FRIENDLY AVE �p PARCEL NUMBER: 2S10600012000 BEAVERTON,OR 97007 A3.0 ENLARGED ANTENNA PLANS �`CT' �S) TWO(2)SURGE PROTECTORS MOUNTED ON THE TOWER,TWO(2)HYBRID ZONING CLASSIFICATION: R-25 TOWER OWNER A4.0 MW ANTENNA PLAN AND SPECS Q�Ge;\..‘et N4,. ©* CABLES AND ONE(1)COAX CABLE. JURISDICTION: CITY OF TIGARD C1 GOVERNING CODES GROUND ELEVATION: 340'AMSL40'CROWN CASTLE USA RF1.0 RF DETAILS �Z TOP OF(E)MONOPOLE: 80'AGL 1505 WESTLAKE AVENUE NORTH,SUITE 800 GN1.0 GENERAL NOTES M GOVERNING CODES SEATTLE,WA 98109 11/21/2017 OCCUPANCY GROUP: U CONSTRUCTION MANAGEMENT lJ.l �' IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS CONSTRUCTION TYPE: V-B VERIZON CITY OF TIGARD • OREGfIN 111. 5430 NE 122ND AVENUE CITY ll I' :, NEC-2014,NATIONAL ELECTRICAL CODE PROJECT VICINITY MAP PORTLAND,OSEPH OR 97230 NG 30 REVIE D FOR CODE COMPLIANCE els°�/ER J � X54 A.D.A.COMPLIANCE PH 503.307.0035 'apt, JANE INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. ZONING AND PERMITTING CONSULTANT Approved: j HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. CENTERLINE SOLUTIONS OTC: ( I CP PROJECT NO.: VER-17-0020-21 I P6623 NE 78TH COURT,SUITE B1 [ ALOICELBUTDLER 97218 Permit#: au pa_lJ^' _0(3 O,^ 31s-1 s- PRE PROJECT PH:971.270.1930,EXT.#5001 NO. DATE D/LIMINARY DESCRIPTION LOCATION SITE ACQUISITION CONSULTANT Address: i -7();4_r_\ F,... .„,,,,1I� ' ' 0 02-18-17 MM/MS 90%CD REVIEW �,�},/, Y 1 05-10-17 JUEG CLIENT COMMENT DRAWING LEGEND CENTERLINE SOLUTIONS 6623 NE 78TH COURT,SUITE B1 Suite!fi --- --- SUBJECT PROPERTY LINE PORTLAND,OR 97218 L ADJACENT PROPERTY LINE C PH:971.2RRINE ALBRECHT EXT. / Data IA. , ) -)7 ( •ct,., Gwen'- 971.270.1930, #5003 COAX COAX COAX ROUTE ENGINEER OF RECORD / SUBMITTAL 15'4 HYBRID HYBRID HYBRID CABLE ROUTE ° CENTERLINE SOLUTIONS NO. DATE D/C DESCRIPTION off-r off-r OVERHEAD TELCO ROUTE N 16035 TABLE MOUNTAIN PARKWAY • 1 0 05-22-17 EG/EG BP SUBMITTAL GOLDEN,CO 80403 THIS 1 11-08-17 VP/EG BP COMMENTS OH-F OH-F OVERHEAD FIBER ROUTE TN MN KHRISTOPHER SCOTT,P.E. SET OF CONSTRUCTION DOCUMENTS IS OH-P OH-P - OVERHEAD POWER ROUTE w E PH:303.993.3293 PROPRIETARY BY NATURE.ANY USE OR 2 11-20-17 EG/EG MW ADD UG-r UG-T UNDERGRND.TELCO ROUTE RELATES TO VERIZON CORPORAT DISCLOSURE OTHER THAN THAT WHICH UG-F UG-F UNDERGRND.FIBER ROUTE :, S SERVICES IS STRICTLY PROHIBITEID, UG-P UG-P UNDERGRND.POWER ROUTE F/P F/P FIBER/POWER ROUTE - x x x NEW/EXISTING FENCE SITE NAME: DRIVING DIRECTIONS POR BARROWS x FINAL CONSTRUCTION DRAWINGS SIGN OFF XXXELEVATION MARKER ® DETAIL REFERENCE FROM VERIZON PORTLAND,OREGON OFFICE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 1. HEAD SOUTH ON 1-5(11.1 MI) © 2. TAKE EXIT 294 FOR OR-99W TIGARD CONSULTANT SIGNATURE DATE SITE ADDRESS: ® SECTION MARKER 3. MERGE ONTO OR-99W(3.9 MI) SITE ACQUISITION 17026 SW FRIENDLY LANE 4. TURN RIGHT ONTO SW BULL MOUNTAIN RD(2.2 MI) BEAVERTON,OR 97007 5. TURN LEFT TO STAY ON SW BULL MOUNTAIN RD(0.8 MI) PERMITTING CONSULTANT 6. TURN RIGHT ONTO SW ROY ROGERS RD(0.7 MI) RF ENGINEER: 7. TURN RIGHT ONTO SW FRIENDLY LN CONST.MNGR. SHEET TITLE OPS MNGR. TITLE ESTIMATED TIME 32 MINUTES11 ESTIMATED DISTANCE: 16 MILES ® PROJECT MNGR. SHEET REGULATORY REV. DEV.MNGR. Know what's below. SHEET NO. Call before you dig. T1 ■0 NOTE: ■ verizon SITE PLAN DERIVED FROM:EXISTING DRAWINGS,GIS,AERIAL ✓ — — — IMAGES,DEED AND SITE PHOTOS. _ _ SW FRIENDLY LANE INGRESS/EGRESS FROM FRIENDLY LANE — CENTERLINE VERIZONPROJECTAREA- — SOLUTIONS WSEE SHEETS A1.1 AND A3.0 o SI _ _ ^ ice--#-_ lik I I (E)VERIZION WIRELESS ' _ 1 I (E)OTHER CARRIER I FENCED COMPOUND 1 0 • 1 I EQUIPMENT COMPOUND 1 x 1 1 I (E)VERIZION WIRELESS I 111• I1SHEOLTER CARRIER I EQUIPMENT SHELTER I X 1 i REO PROF cry fi �� IX� I (E)SUBJECT PROPERTY LINE m \��� �}� 5 s��© a o I - - - - - - -I t , L _.I I (TYP.) ��`' ��2352 9`� O (E)MONOPOLE- ce IL/r (E)SETBACK(TYP) 11/21/2017 ti ER JO, W mr OREGON cr y I I I _- II CP PROJECT NO.: VER-17-0020-21 I I I I TAX PARCEL: 25160001100 PRELIMINARY 10'-0" I NO. DATE D/G DESCRIPTION I 0 02-18-17 MM/MS 90%CD REVIEW 1 05-10-17 JUEG CLIENT COMMENT I I TAX PARCEL: 2S1060001200 l 10'-0" I f1' I SUBMITTAL I M NO. DATE D/C DESCRIPTION I PACIFIC POWER I I 0 05-22-17 EG/EG BP SUBMITTAL I DISTRIBUTION I 1 11-08-17 VP/EG BP COMMENTS FACILITY 2 11-20-17 EG/EG MW ADD I I I I I ISITE NAME: I POR BARROWS I I II I SITE ADDRESS: I I 17026 SW FRIENDLY BEAVERTON,OR 97007 I I 1- — I I 15.4. SHEET TITLE - - " OVERALL TN MN TAX PARCEL SITE PLAN 25160001101 W E TAX PARCEL: 25160001400 S SHEET NO. I 1 OVERALL SITE PLAN SCALE:1"=50'-0"(11X17) 0' 25' 50' 100' Al ■O SCALE:1"=25-0"(22X34) M • — verizon✓ (E)UTILITY H-FRAME W/VERIZON C E N T E R L I N E AND MISC.EQUIP. SOLUTIONS (E)12'WIDE DOUBLE 0 SWING GATE _ EA Y �X-X - • +�}�f x �X-X-X-X�/ Y I x x (E)FENCED COMPOUNDI 1 x x ® I ,EO PA(}F� y� x I / A/c x 2 ���00 �GINFF 6>0 x (E)VERIZON GENERATOR ON I I �� 9� CONC.PAD x x I Q 7zss2 '� I x �y 11/21/2017 I L X-X x I it ! OREGON 0 . x x I 9�s? �j1F12Qd 5V Ix Ooj 3AN`$ I x , x S I x I ( CP PROJECT NO.: VER-17-0020-21 I x x x PRELIMINARY I NO. DATE D/C DESCRIPTION I x 0 02-18-17 MM/MS 90%CD REVIEW o x /'//////////////////////�����J 1 05-10-17 JL/EG CLIENT COMMENT v I x X / (EEQUIP.SHELTEIRR (E)OTHER CARRIER I I COMPOUND-\ m I \\ I � x I / x SUBMITTAL (E)VERIZON SURGE PROTECTOR I NO. DATE D/C DESCRIPTION WITHIN SHELTER TO REMAIN 1 % I 0 05-22-17 EG/EG BP SUBMITTAL (E)VERIZON EQUIP. I x 1 11-08-17 VP/EG BP COMMENTS SHELTER x �\\ 2 11-20-17 EG/EG MW ADD (N)VERIZON SURGE PROTECTOR,TO I / I \ BE INSTALLED WITHIN(E)SHELTER \ x IIMO x / x I"— —= 1 SITE NAME: `�'�� BARROWS x %---- '� �� x POR ..===i,.... titi Tog / x /� unnui ����'� == SITE ADDRESS: -___ ___ 17026 SW FRIENDLY LANE I 11 x I a Ny (E)80'-0"MONOPOLE;OTHER CARRIER BEAVERTON,OR 97007 -- ,r, ANTENNAS NOT SHOWN FOR CLARITY ==�= aai ` X _ X—X— X lii,i►\�_4it/ X-X X-X- X- 41 =WI x SHEET TITLE X-X X19.�l , • ,-X-X--X-X- __J X /5.4. ENLARGED 27 6 (E)VERIZON COAX ROUTE N SITE PLAN TN MN (E)VERIZON ICE-BRIDGE ® W E SHEET NO. S 1 ENLARGED SITE PLAN - PROPOSED SCALE:1/8"=1'-0"(11X17) 0 M. El8' 16' A-1 . 1 OMMINIMIIMM SCALE:1/4"=1'-0"(22X34) i. - NOTE: (E)OTHER CARRIER ANTENNA PLATFORM PM/GC TO VERIFY PAINTING REQUIREMENTS WITH JURISDICTION PRIOR TO ORDERING verizon ANTENNAS,AND OTHER APPURTENANCES. CHMENTS, (E)OTHER CARRIER RAD CENTER STRUCTURAL NOTES/VERIZON AL STRUCTURAL SERVICES COMPLIANCE NOTE: NO WORK SHALL COMMENCE WITHOUT THE CENTER L I N E (E)TOP OF MONOPOLE APPROVED STRUCTURAL TOWER/ANTENNA/ T) 80'-0" -�(Tj�(� MOUNT ANALYSIS REPORT(SIGNED AND u { -u ■ —I SEALED)TO BE PROVIDED UNDER SEPARATE • COVER.CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER/ANTENNA/MOUNT ANALYSIS REPORT SUPPLIED BY VERIZON AND MODIFY IF REQUIRED ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED (E)AND(N)VERIZON PANEL ANTENNAS STRUCTURAL REPORT PRIOR TO INSTALLATION ON STRUCTURE. S(E)&(N)VERIZON ANTENNA TIP HEIGHT VARIES-SEE TABLE ON 1/A3.0 \ 00 f App (E)VERIZON ANTENNA RAD CENTER Iii it'• ' - ��c-, \N � 1�. 1 0.0, 160'_0" _ t it#I t 1 _ C�7 7 52 1. _' ■� _ j, 11/21/2017 OREGON (N)VERIZON MW ANTENNA f 'f J�/2fl� V` �TOAHER JAw • A ,4:3 I CP PROJECT NO.: VER-17-0020-21 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 02-18-17 MM/MS 90%CD REVIEW n 1 05-10-17 JL/EG CLIENT COMMENT n to # (E)ANTENNA MOUNT WITH (E)80'-0"MONOPOLE MECHANICAL DOWN TILT (N)VERIZON WIRELESS ANTENNA SUBMITTALNO. DATE D/C DESCRIPTION (N)RRU(s)W/MOUNTING 0 05-22-17 EG/EG BP SUBMITTAL BRACKET TOP AND BOTTOM — (• ^m _ 1 11-08-17 VP/EG BP COMMENTS jr it =I 1 1 — `M ' I_C_ (N)SURGE PROTECTION UNIT W/MOUNTING 2 11-20-17 EG/EG MW ADD BRACKET 0 NOTES: -VERIFY ANTENNA MOUNTING (E)ANTENNA MOUNT WITH TOWER STRUCTURAL (E)VERIZON WIRELESS ICE ' BRIDGE -(N)JUMPER W/10"MIN. SITE NAME: PIPE OUNT(TYP)ANTENNA POR BARROWS RADIUS ON DRIP LOOP;ALL � PIPE MOUNT(TYP) (E)VERIZON WIRELESS JUMPERS TO BE SECURED AS EQUIPMENT SHELTER REQ'D W/(N)CABLE SUPPORTS,TYP. (E)COLLAR MOUNT r Th. (E)MONOPOLE SITE ADDRESS: l / (N)CABLES;SUPPORT CABLES W/ 17026 SW FRIENDLY LANE ------N,'/‘ IN 12"OF SURGE PROTECTOR W/ BEAVERTON,OR 97007 HOIST GRIPS PER MFR'S L - IIssm I REQUIREMENTS L^J` • .i�ill a -I (E)COAX PORT t SHEET TITLE ELEVATION AT • ION :E: ..:....:.. .....:.....: � DETAILS .:..:...::.:... AI E GRADE 0'-0" (340'AMSL) SHEET NO. SCALE:1"=10'-0"(11X17) 0' 5' 10' 20' A2•O 1 SOUTH ELEVATION - PROPOSED • 2 ANTENNA MOUNT DETAIL SCALE:NTS SCALE:1"=5'-0"(22X34) ii M — SCALE:NTS - cr (E)in (TYP.OFVERIZON TBES )ANTENNA REMOVED verizon✓ ANTENNA AND ANCILLARY EQUIPMENT SCHEDULE __ (E)VERIZON(700)ANTENNA a~ (TYP.OF 3)TO BE REMOVED SECTOR QTY.(N)/(E)SERVICE TYPE ANTENNA MODEL#OR DIMENSIONS WEIGHT TIP HEIGHT AZIMUTH MECH. ELEC. CABLE CABLE Q� EQUIPMENT SPECIFICATION DOWNTILT DOWNTILT QUANTITY TYPE W (E)VERIZON(PCS)ANTENNA ALPHA 1 (N) AWS/700/850 JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 80 LBS 64.00' 5° 0° 3° (E)VERIZON(850)ANTENNA (TYP.OF 3)TO BE REMOVED (TYP.OF 3)TO REMAINAlb c CENTERLINE 1 (N) 700/PCS/850 JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 80 LBS 64.00' S° 0° 3° 1 1.56"HYBRID 1 (E) 850 BXA-80080-8CF-EDIN-0 11.8"W X 6.2"D X 96"L 66 LBS 64.00' 5° 0° 0° 2(E) 1 5/8"COAX I (N) PCS RRUS-32_62 12.5"W X 7.4"D X 27.6"L 56LBS Hiles. i #wiiiii, 1 (N) AWS RRUS-32_866A 12.5"W X 7.4"D X 27.6"L 56 LBS 1.711.7.7 •� 2 (N) 700 RRU11 B13 17.0"W X 7.2"D X 19.7"L 51 LBS (E)VERIZON DIPLEXERS TO BE 2 (N) 850 RRU12 B5 7.0"W X 7.2"D X 19.7"L 51 LBS REMOVED (TYP.OF6) Y'` i y� 0" 1 (E) SURGE PTCTR.OVP BOX(DC6-48-60-18-8F) 31.3"L X 11. 0 33 LBS _ 'q<>/6FTq ,s, SFpl (E)VERIZON RRU TO BE \rip {''/ 72p R BETA 1 (N) 700 JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 80 LBS 64.00' 120' 0° 3° - REMOVED TYP.OF 9) •t°. 1 (N) PCS JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 80 LBS 64.00' 120° 0° 3° 1 1.56"HYBRID ^ �• • 1 (E) 850 BXA-80080-8CF-EDIN-0 11.8"W X 6.2"D X 96"L 66 LBS 64.00' 120° 0° 0° 2(E) 1 5/8"COAX UA. ® ��♦� 1 (N) PCS RRUS-32_B2 12.5"W X 7.4"D X 27.6"L 56 LBS �� V ♦ (E)80'-0"MONOPOLE;OTHER CARRIER 1 (N) AWE RRUS-32_B66A 12.5"W X 7.4"D X 27.6"L 56 LBS (E)VERIZON SURGE PROTECTOR ,•!6 , ANTENNAS NOT SHOWN FOR CLARITY TO REMAIN `' 2 (N) 700 RRU11_613 17.0"W X 7.2"D X 19.7"L 51 LBS C V 4 . i t �) ap, tiREL1 PRQF�S 2 (N) 850 RRU12 BS 17.0"W X 7.2"D X 19.7"l 51 LBS r 1 (N) SURGE PTCTR.OVP BOX(DC6-48-60-18-8F) 31.3"L X 11.0"0 33 LBS v M C� r 4 p v�© Ca �` y E t. ti 72352 `� GAMMA 1 (N) 700 JAHH-65C-R3B-V2 13.8"W X 8.2 D X 95.7"L 80 LBS 64.00' 245° 0° 3° /Z /2017 1 (N) PCS JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 80 LBS 64.00' 245° 0° 3° 1(E) 1.56"HYBRID t..-- ♦ 1 (E) 850 BXA-80080-8CF-EDIN-0 11.8"W X 6.2'D X 96"L 66 LBS 64.00' 245° 0° 2° 2(E) 1 5/8"COAX 4.--,a5 N .Y OREGON 1 (N) PCS RRUS-32_B2 12.5"W X 7.4'D X 27.6"L 56 LBS MMP' f. ` GP\MV'M TN MN x/61 1"/12/20° V 1 (N) AWS RRUS-32_666A 12.5"W X 7.4"D X 27.6"L 56 LBS Pti 2 (N) 700 RRU11_B13 17.0"W X 7.2"D X 19.7"L 51 LBS W E lb TN JAM�%S 2 (N) 850 RRU12_B5 17.0"W X 7.2"0 X 19.7"L 51 LBS 1 (N) SURGE PTCTR.OVP BOX(DC6-48-60-18-8F) 31.3"L X 11.0"0 33 LBS S I CP PROJECT NO.: VER-17-0020-21 I MW 1 (N) PCS SC2-190B(TR) 02' 20 LBS 60'(CENTER) 178.49° 1(N) Cat5e 2 ANTENNA PLAN - EXISTING SCALE:3/16"=1'-0'(11X17) 0' 5' 10' PRELIMINARY SCALE:3/8"=1'-0"(22X34) NO. DATE D/C DESCRIPTION 0 02-18-17 MM/MS 90%CD REVIEW 1 05-10-17 JL/EG CLIENT COMMENT GROUND 1 (E) SURGE PTCTR.OVP BOX(DC6-48-60-18-8F) 31.3"L X 11.0"0 33 LBS 2 (N) SURGE PTCTR.OVP BOX(DC6-48-60-18-8F) 31.3"L X 11.0"0 33 LBS a' D_' O p C UN U O co CCI w y SUBMITTAL NOTES: a ¢_ _= NO. DATE D/C DESCRIPTION II a a~ a,i-- 0 05-22-17 EG/EG BP SUBMITTAL ¢_� 1. PM/GC TO VERIFY PAINTING REQUIREMENTS WITH JURISDICTION N ry 1 11-08-17 VP/EG BP COMMENTS PRIOR TO ORDERING SUPPORT STRUCTURES,ATTACHMENTS, (E)VERIZON(850)ANTENNA 11.1 ?¢ Z¢ BE)HINDIANTENNAS,TYP OFD(18) 2 11-20-17 EG/EG MW ADD ANTENNAS,AND OTHER APPURTENANCES. (TYP.OF 3) ilk 2. TOWER AND ANTENNA MOUNT PLATFORM/ASSEMBLY i t s STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS.VERIZON (N)VERIZON(4X-POL) -I Ill (N) •� ! �.� INSTALLATION SHALL NOT START UNTIL GC RECEIVES COPY OF ANTENNA(TYP.OF 6) T (E)80-0"MONOPOLE;OTHER CARRIER APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. ANTENNAS NOT SHOWN FOR CLARITY 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING 1►�` O SITE NAME: PLANS,SUBJECT TO OWNER APPROVAL. PSG�ph \,•,. �i SFTq POR BARROWS 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX pct`s`,KN.) �� tib -,4,,,,,,,,s,$.,), CABLE PLACEMENT. N C' 2\M +vi , p P O��•1/' /20 R pi, �` ..., o ,� SITE ADDRESS: PSEG Za5 =@/ ® � ♦ 6 17026 SW FRIENDLY LANE N GP04\ J'CN, -�,` di , /Mt* SFcr BEAVERTON,OR 97007 ,a' ,/ 72o°OR Y SHEET TITLE (N)VERIZON SURGE PROTECTOR /M�TTgS ENLARGED N1,%FcT TYP.OF(2) a 72p,pR 15.4° (E)VERIZON SURGE PROTECTOR �, z ANTENNA PLANS TO REMAIN ��' ,s 1-^ N Z -- TN MN MPS�G- 4 II 3x P2MJCN z D W E SHEET NO. S A`^l] SCALE:NTS SCALE:3/16"=1'-0"(11X17 ) 0' 5' 10' • `v ■0 1 ANTENNA AND COAX/FIBER SCHEDULES SCALE NTS 3 ANTENNA PLAN - PROPOSED SCALE:3/8"=1'-0"(22X34) ��� IMMMIMIM VERIZON WIRELESS MICROWAVE ANTENNA INFORMATION verizon ♦ MECHANICAL CONNECTION(DOUBLE HOLE LUG) QTY. ANTENNA MAKE/MODEL MECH. CL HEIGHT AZIMUTH CABLE MODEL CABLE DOWNTILT QTY ■ CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS PARABOLIC ANTENNA 1 SC2-190B(TR) TBD 60.0' 178.49° CAT5E 90 LF I GROUND BAR *CENTERLINE SOLUTIONS ALL GROUNDING SHALL BE IN ACCORDANCE TO THE LATEST REVISION OF VERIZON WIRELESS DOCUMENT:"METHODS AND PROCEDURES FOR (E)150'-0"MONOPOLE, CONST CVERIZON BASE STATIONS,VERIZON OTHER CARRIERS ANTENNAS CONSTRUCTION INSTALLATION GUIDE-WIMAX". \ // NOT SHOWN FOR CLARITY 119111 .11PF A �I .�� (E)COLLAR MOUNT GROUND BAR MOUNTED NEAR I©� `QQ� / ANTENNAS +`,N,.//MR •,`/' COPP RAWG (GREEN)INSULATED GROUND LEAD FROM IA ;: GROUND BAR TO GROUND BAR AT BASE OF STRUCTURE 1O �py� •' .' (E)VERIZON ANTENNA V ��J'��p0�"�iSs+ / MOUNT AT t 60'-0" GROUND BAR MOUNTED AT M ��f'7 `�ft N�� fO9 BASE OF STRUCTURE �C`p7` ,' PLATFORM GROUND RING I. Q 72 .1 11/21/2017 c y PROVIDE(2)GROUND BARS,(1) - N o EACH SIDE OF PLATFORM FOR OREGON # Z� (N)VERIZON MW ANTENNA 154° EQUIPMENT CABINET GROUNDING 5 - N r II CO TN IF MN NOTE: ` �tS'�O '112/20� �4 co - VERIFY EXISTING GROUNDING CONDITIONS '°HER JRM `c,', W `A E I I CP PROJECT NO.: VER-17-0020-21 S PRELIMINARY SCALE:NTS(11X17) SCALE:NTS(11X17) NO. DATE 0/C DESCRIPTION 1 SCHEDULE & FINAL ANTENNA PLAN 2 ANTENNA GROUNDING 0 02-18-17MM/MS 90%CD REVIEW SCALE:NTS(22X34) SCALE:NTS(22X34) 1 05-10-17 JUEG CLIENT COMMENT MANUFACTURER: RADIO FREQUENCY SYSTEMS ter n a — SUBMITTAL PART NUMBER: SC2-190B iNO. DATE D/C DESCRIPTION DIAMETER: 24" 0 05-22-17 EG/EG BP SUBMITTAL WEIGHT: ±20 lbs 1 11-08-17 VP/EG BP COMMENTS MOUNTING PIPE: MIN.1.9 0-MAX 4.5"0 - 2 11-20-17 EG/EG MW ADD ..# a 5ia 4404 : „-. 1 itiniMAti v.: „ lat # ° il-k- 1 SITE NAME: I I i, _ POR BARROWS 40-, '''' ' II.— ° " - i 111114 f SITE ADDRESS: 17026 SW FRIENDLY LANE 014 & �� BEAVERTON,OR 97007 NOTE �, EXISTING SUPPORT STRUCTURE TO BE "`.. ANALYZED AND APPROVED BY A CERTIFIED SHEET TITLE ' STRUCTURAL ENGINEER TO ENSURE MW ANTENNA �` ,.;; STRUCTURE&STABILITY IS SUITABLE FOR PLAN AND SPECS PROPOSED PARABOLIC VERIZON WIRELESS MICROWAVE RADIO INFORMATION QTY. RADIO MODEL/SIZE/WEIGHT ISOMETRIC VIEW 1 MPT-HC-HQAM / 9.25"L X 9.25"W X 5.9"H / 13.2 lbs SHEET NO. SCALE:NTS(11X17) SCALE NTS(11X17) A4.0 3 MICROWAVE ANTENNA SPECS SCALE NTS(22X34) 4 MICROWAVE RADIO SPECS SCALE:NTS(22X34) - verizon‘i ENTERLINE SOLUTIONS ISIS,'`''' - R-.7 '5, 5555n7s .' . ' W. ...5*--, -7 ' 13''-- ' ' '''''--';'.--- 100/81AV /s' Itti- PROJECT'ANTENNA f,,..4, ,'-t:J -, - , _-,,, _.„... Sector 1 AWS ,..--.:1-., -.'-:'- ,. Sector 2 AWS `''''''- l•' ''':' Sector 3 mes ,....., ,..... . ..,,,, P ROp z".-- <R. c. •\,- 6> , - f--. :-- -- 8 4,- 4>"72352A> ir- X' = - 24' - : .- - . rxt j . x X ,,Of . * X----X A - *,---' -..it iX-iji* 10t.t.-. ., ce2r14ter_ -' '' „ril'-XL-11t1*s.- _ _ _ _ ' - - = -- 24' - ---- - - - ci. It ..„ X /I X . 1 1 X X,:- ., center- )(it * *_ -' tit X,, it--X: -- center- :' -.7. : it,t' *S.'It Lu 4 11/21/2017 -- X , X to - X /a OREGON 1 ,-- * * X *2 -=-_- to_ - _X *.'X * :,- ., cen er A )t_ -'1( - It •;* it „ It It. uliuuuULliist UuLill UHL** ,-,sti center ' 1, LILIIJULIVULI LI 'LIU UuLigg „.. . .. . ....._ '5)...... 0 - center •, ' i — 't,Y). 112120 ' 1111111 ' 5` UU LrUljU LL "-6 .,,,,,,.. ,_.___' „, ___ _.......—„,;----- i , _ -,-,, .._ , L,,,,,....,.._ .4 . 1 ' , ' I ..—....--,.....^. : 4 ; Nw cailjrc) 7, 1 CP PROJECT NO.: VER-17-0020-21 I PRELIMINARY ,.. , ° , NO. DATE D/C DESCRIPTION , - ----, - 0 02-18-17 MM/MS 90%CD REVIEW I 5 1 05-10-17 JL/EG CLIENT COMMENT ....._....„ . _ I , , . ii . • ii Ili ., . -, .1 I I i ` ill Ji Ji.'A Pa Si A 11 a lfl *,:,,-,.4--.7ii,,,, frziok4AW,k 1W14N,'"Ii ' 1 p- • . ,. . ..., . ,.;', ..,,;--2.<--,--,--(-_,..-;:- .t.--.1.-. 4 ki:oik*,:y.; riziii7,1,,, .,'-.,.„,. - II ' ''ii-°- '''-'—ir '''''' '''''' '-wii i _ ,...„.,,,, .. . .. .....,..., ., .y *.. kg ill IIII SUBMITTAL NO. DATE D/C DESCRIPTION 0 05-22-17 EG/EG BP SUBMITTAL 1 11-08-17 VP/EG BP COMMENTS , I 2 11-20-17 EG/EG MW ADD '.... . , ._ ' i ' .,......-.4-r.- ...... ” ! 1 Ar" r?`,..7.,• :ir,r,-, t44-..,t7. SITE NAME: , .,..,..--* POR BARROWS Tower SITE ADDRESS: Shelter 17026 SW FRIENDLY LANE BEAVERTON,OR 97007 Ff,. ,.•,:-.,,,,,',.. -,-,,-.^ ;7'.'7:T.„tin'''. ,/, .5tm_ SHEET TITLE PRP Banos RTS-PROS Nat,i 1.3 A'55'S-FF0,..5S Ban,(1.1 alli RF DETAILS SHEET NO. BOO-BFi4JS Band 5 ,A75VR-3-R R4)S Band 66A RF1 .0 GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS • 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET Verizon" 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE AC AIR CONDITIONING MFR MANUFACTURER *CENTERLINE FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER LUTIONS WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT CODES OR REGULATIONS TAKE PRECEDENCE. BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY CM CONSTRUCTION MANAGER MTZL METALIZE(D) AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL CAB CABINET MW MICROWAVE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY WIRELESS OR THE ARCHITECT/ENGINEER. BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE CLG CEILING NIC NOT IN CONTRACT INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE REGULATIONS. NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING FOR LOADS DUE TO co COPPER N/A NOT APPLICABLE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY COMPLETED WORK,ETC. �R i.0 PR0F TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION CONC CONCRETE OC ON CENTER Q •," Fss/ UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND OF SUCH ITEMS. GOND CONDUIT OD OUTSIDE DIAMETER m �� �;N �¢9 WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER Q 72352 `� 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER LU 11/21/2017 SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE *' 407 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE QREGON WHENEVER ANY PERSONNEL ARE ON SITE. DIG DRAFTER/CHECKER PL PROPERTY LINE liiSt '/72/2QQ V� 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED TO WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYwD PLYWOOD r�pHER JAM� � SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION WORK. OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. ICP PROJECT NO.: VER-17-0020-21 DIM DIMENSION PROJ PROJECT PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY PRELIMINARY LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL PT PRESSURE TREATED NO. DATE D/C DESCRIPTION 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, ETC.)SHALL BE REPLACED TO MATCH EXISTING. 0 02-18-17 MM/MS 90%CD REVIEW RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES DWG DRAWING Ro ROUGH OPENING 1 05-10-17 JUEG CLIENT COMMENT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT PROJECT COMPLETION. ENGINEER. ELEV ELEVATION REQ REQUIRED SUBMITTAL 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, OTHER SIMILAR WORK. AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER NO. DATE D/C DESCRIPTION ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER 0 05-22-17 EG/EG BP SUBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. DESIGN AUTHORITY AND THE BUILDING OFFICIAL. EQUIP EQUIPMENT SF SQUARE FEET 1 11-08-17 VP/EG BP COMMENTS 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTI9LITIES WHETHER C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS EXT EXTERIOR SHT SHEET 2 11-20-17 EG/EG MW ADD SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL 18. ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED,UNLESS NOTED OTHERWISE. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL SITE NAME: EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE OR DETERIORATION. CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL POR BARROWS AND NOTIFY ENGINEER OF RECORD IF ANY DAMAGE,DETERIORATION OR DISCREPANCIES BETWEEN A123-A123M-02 UNLESS NOTED OTHERWISE. EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GVVB GYPSUM WALL BOARD TOM TOP OF MASONRY SPECIAL INSPECTION 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH SITE ADDRESS: AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE 17026 SW FRIENDLY LANE 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION. GRND GROUND TNND TINNED BEAVERTON,OR 97007 INSPECTOR. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, SHALL HAVE A MINIMUM OF TWO BOLTS U.N.0 AND SHALL INCLUDE HEAVY-HEX NUTS AND HQRIz HORIZONTAL UG UNDERGROUND STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. STANDARD CUT WASHERS. SHEET TITLE 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA HT HEIGHT UNO UNLESS NOTED OTHERWISE 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE GALVANIZED ASTM A307 BOLTS U.N.O. GENERAL BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER UF UNDERGROUND FIBER NOTES 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSUL INSULATION VERT VERTICAL SHEET NO. AND FURNISHES EVIDENCE OF COMPLIANCE. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS. INT INTERIOR WP WATERPROOF 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT G N 1 ■0 SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN JBOX JUNCTION BOX W/ WITH CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICC REPORT. WORKMANSHIP PROVISIONS. LB(s) POUND(S) W/O WITHOUT