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Plans Q AR Sprint . C • nt® CCI # 879600) ai.CFWE-U- 1 . \> M CONSTRUCTION DRAWINGS 3 --1 11t t1wt.-.i i.lix!o��N diggP 1301 EMT LOCIKOW 0OM 151'hMIp014 TX 75062-6124 PROJECT DATA PROJECT CONTACTS DRAWING INDEX " !'"` CROWN SHEET DESCRIPTION .w 1 I' ' !_ !.. SITE ADDRESS: 12390 SW SCHOLLS FERRY G OVERNING CODES PROJECT MANAGER TIGARD,OR 97223 SPRINT SPECTRUM LLC. T-1.0 TITLE SHEET IBC-2009,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 8880 NIMBUS DRIVE,SUITE B LATITUDE: 45°26'34.296"N BEAVERTON,OR 97004 A-1.0 EXISTING OVERALL SITE PLAN ONE I JONES LONGITUDE 12T 48'13.104"W NEC-2008,NATIONAL ELECTRICAL CODE JOD A-2.0 EXISTING ENLARGED SITE PLAN SOURCE: GPS READING(GD REDLINES) PH 503.704.8741 Cascadia PM A-3.0 ENLARGED ANTENNA LAYOUTS DATUM: NAD 83 A.D.A.COMPLIANCE CONSTRUCTION MANAGER 5501 NE 109TH COURT.SUITE A-2 INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. SPRINT SPECTRUM LLC A-4.0 EXISTING ELEVATIONS VANCOUVER.WA 98662 JURISDICTION: CITY OF TIGARD HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PH:360.885.9200 APN: 1S134BC-00600 8880 NIMBUS DRIVE,SUITE B A-5.0 FINAL ELEVATIONS ZONING CLASSIFICATION: CG BEAVERTON,OR 97004 JEFF DUNHAM A-6.0 ANTENNA&ROUTING DETAILS GROUND ELEVATION: 242'AMSL PH:503.807.8020 A-6.1 HYBRID CABLE DETAILS TOP OF(E)MONOPOLE: 84.4'AGL PROPERTY OWNER A-7.0 RRH DETAILS OCCUPANCY GROUP: U DENNIS THOMPSON/KISS CAR WASH E-1.0 ANTENNA GROUNDING PLAN �"�"�`''•`^�� CONSTRUCTION TYPE: II-B 9295 SW ELECTRIC ST E-2.0 GROUNDING RISER DIAGRAM ,_ <-j NGIN�Y 1 TIGARD,OR 97223 O 0 o E-3.0 GROUNDING DETAILS n3 4/ L TOWER OWNER GN-1 GENERAL NOTES r CROWN CASTLE USA 8432 154TH AVE.NE GN-2 GENERAL NOTES Ci- BUILDING C GN-3 GENERAL NOTES Lll VA 1I :1 t •N REDMOND.WA 98052 PROJECT SUMMARY DRIVING DIRECTIONS TOMGOODE GN-4 GENERAL NOTES PH 425.202.0191 00-TA/}°'/l8 _„p� THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM PORTLAND INTERNATIONAL AIRPORT. CROWN CASTLE PERMITTING S CONSULTANT 3- -14 FA ALW' 8432 154 AVE.NE OP TIG�RD 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS 1. DEPART EAST ON NE AIRPORT WAY(2.2 MI) BUILDING C vjL.�..ws I CPM PROJECT NO. 7317 FACILITY. 2. TAKE RAMP FOR 1-205 SOUTH(3.1 MI) REDMOND,WA 98052 REVIEWED FOR CODE COMPLIANCE PREUMINARY AT EXIT 21B,TAKE RAMP ON RIGHT FOR US-30 WEST/I-84 W(5.5 MI) SANDRA WALDEN 2. PROPOSED INSTALLATION OF THREE(3)PANEL ANTENNAS AND THREE(3) PH:503.709.0820 Approved: NO DATE D/C DESCRIPTION RRH'S WITH ANCILLARY EQUIPMENT AND CABLING. 4. TAKE RAMP LEFT FOR 1-5 SOUTH TOWARD BEAVERTON(1.5 MI) 5. TAKE RAMP ON LEFT FOR 1-405 TOWARD BEAVERTON(1.0 MI) 0 01-14-14 CB/BU 90%CD REVIEW STRUCTURAL ENGINEER �+�+ 6. AT EXIT 1D,TAKE RAMP ON RIGHT FOR US-26 WEST(4.9 MI) VECTOR STRUCTURAL ENGINEERS OTC I - 7. AT EXIT 4B TAKE RAMP ON RIGHT AND FOLLOW SIGNS FOR OR-210(4.6 MI) 9138 S STATE ST.,SUITE 101 ,Ifs �ry 8. TURN RIGHT ONTO OR-210/SW SCHOLLS FERRY RD(1.1 MI) SANDY,UT 84070 Permit#i • d 1 • ■ ' SUBMITTAL 9. SITE IS BEHIND McDONDALDS ON LEFT CONTACT:ROGER T.ALWORTH,S.E. NO. DATE D/C DESCRIPTION PH:801.990.1775 Address: fir, r 4,a , _i,7 . 0 02-20-14 CUBU BP SUBMITTAL ESTIMATED TIME 30 MINUTES ESTIMATED DISTANCE: 24.2 MILES RBENGINEER Suite By Date 20 Pk- SITE NUMBER P054XC009 Approved plans CCI SITE#879600 PROJECT VICINITY MAP �P p SITE NAME shall be on job site. BULL MOUNTAIN SV:�3TPa s �`. 0(, ITS r4' "" u1p°d P 12390 0 SITE SW ADDRESS RRv Dr I ,� OFFICE COPY TIGARD,OR 97223 �ho:5 Ferry Rd .1 s1 `'' S APPROVAL LIST SHEET TITLE { V n" TITLE SIGNATURE DATE :F. v Qt PROPERTY OWNER TITLE S��J svJ SP^ � SPRINT REPRESENTATIVE SHEET A„ 16.7- PROJECT MANAGER ''J i.,� Z c iti N SITE ACQUISITION PROJECT LOCATION ? > o TN MN SHEET NO. Q > ZONING ti,}° W E CONST.MANAGER T 1 . 0 'i C'e r SW�. _ ?Veadow Creek S RF ENGINEER 5W., ., MV MANAGER ' , ' L-(E)ASPHALT 1*.a r , *, 1 , , 1 1 L(E)ASPHALT 7 PARKING LOT PARKING LOT 7 • ADJACENT ZONING , : • INGRESS/EGRESS FROM SW ADJACENT:Z1:FERRY RD C-P * C-G (E)TREE(TYP) . _,., !.."''.:1 (E)BUILDING(TYP) : I 1 0 K. * * -07/ ADJACENT ZONING'' C-P I ' . I ' ; I (E)SirIDEWAL((KE A 1 v v X ! !4* / )crySUpB)JECT PROPERTY LINE )TYP ---''\ \,.,* 4(.. ) PLAN _.-. ii,„,,i,.,.- . - -61111.'' ' -c----: -' , r I 4 , * * * * * ,,,.."---. ... , ,, - lip 0 I APN:1S134BC-00600 AREA.0.45 ACRES ZONING.C-G ior(E)ADJACENT PROPERTY LINE I (TYP) . L(E)ASPHALT elalt& nlig PARKING LOT 7 C-G I r.i 1 . / SPRINT PROJECT AREA SEE SHEET A-2.0 ill*4.1%.1 (E)ADJACENT EQUIPMENT • i .• i : : COMPOUND-CLEARWIRE V ../ ...:- A DRAWING LEGEND I -- - ---- SUBJECT PROPERTY LINE COAX--- HYBRID -- T I - T/P —P - - F F/P AI NW ak NINV ADJACENT PROPERTY LINE LEASE AREA (E)COAX ROUTE (N)HYBRID CABLE ROUTE TELCO ROUTE TELCO/POWER ROUTE POWER ROUTE FIBER ROUTE FIBER/POWER ROUTE )(— EXISTING FENCE ELEVATION MARKER SECTION MARKER COMMON ABBREVIATIONS (E) (P) (N) (TYP) NOTE: EXISTING PROPOSED NEW TYPICAL SITE PLAN DERIVED FROM;EXISTING DRAVVINGS,GIS,AERIAL IMAGES AND SITE PHOTOS. I SCALE:1"=40'-0"(11X17)CADIA-G0,CENT ZONING / / ///////1/ 20' MI III 40 / / N TN MN W :111 E Ne S 80' SCALE'1"=20'-0"(22X34) • • .....1••• Sprint .../Pr- 4111P 130i FACT LCOKOUT DPW RICHNIOSON.TX 700112-4124 r\ / ..„„ Cascadia PM 5501 NE 109TH COURT,SUITE A-2 VANCOUVER,WA 98662 PH:360.885.9200 u" 4..4111.V.pmeim..- 6 ci. C,............-..I.Nrom.W Cn 40 "Fq Ct X ill II, 411M. 7. I 8 :: ' 1)1 .•N oilikll Neel NE414 0 i A ON° 3-3-14 GI le 73436‘ I CPM PROJECT NO. 7317 PRELIMINARY Fl NO. DATE D/C DESCRIPTION 0 01-14-14 CB/BU 90%CD REVIEW SUBMITiAL 'NO. DATE D/C DESCRIPTION 0 02-20-14 CUBU BP SUBMITTAL SITE NUMBER P054XC009 CCI SITE#879600 I SITE NAME BULL MOUNTAIN SITE ADDRESS 12390 SW SCHOLLS FERRY TIGARD,OR 97223 SHEET TITLE I (E) OVERALL SITE PLAN SHEET NO. A.._ - 0 . e ), a Sprint my (E)6-0"TALL CHAIN LINK FENCE W/BARBED WIRE 20,-1" OHNE (COMPOUND AREA) 1301E T LOOKOUT 7500—412 ROMYMi01�TX 70004114 10'-10" y 7'-11" ,1'-4" (E)SPRINT GPS w c � � MOUNTED TO MMBS CABINET MUDROOM (E)CLEARWIRE ABANDONED 4'-0"X 4'-0"CONC.EQUIP.SLAB WITHIN _ - -i b Cascadia PM 7'-0"X 7'-0"LEASE AREA;CLEARWIRE IN it �� I' N • CURRENTLY LOCATED APPROX.70 FT TO ‘1I F ■I I 5501 NE 109TH COURT.SUITE A-2 I it li I THE SOUTH IN ANOTHER COMPOUND VANCOUVER,WA 98662 I I'r 1 PH 360.885.9200 P 0 (E)SPRINT (E)SPRINT ic, �V !F 1 !f — 1 BBU MMBS I • - I CABINET CABINET III �� c 0NGINF S/ P• ® o C9 O� n Far • - - CO ,4././. �� .' I I (E)OTHER CARRIER 200A CV 7 y 0 — trOli A w��,� J'( 5'-9� METER BASE 8 DISCONNECT r O (E)I-BEAMS ON CONC. I `, Cl• i b PARKING STOPS WITHIN (E)FRONTIER TELCO DEMARC w W A 11; Ca�N 10-0X 10-0"(LEASE AREA) H-FRAME WITH OTHER CARRIER 4 AND SPRINT TELCO CABINET m " , • -0 ��y 1 B, (E)SPRINT ICE-BRIDGE D m © 3-3-14 �ALW� N;17 N�A ��ry�� U T< %Y (E)SPRINT 200A METER 1 CPM PROJECT NO.' 7317 I• ii , — _ BASE W/DISCONNECT PRELIMINARY (E)80-0"MONOPOLE; lei, r OTHER CARRIER �� J W N0. DATE D/C DESCRIPTION go ;ANTENNAS NOT ��999 ;9\.„,,,,. . SHOWN FOR CLARITY < 0 01-14-14 CB BU 90%%CD REVIEW C7 1'�" (E)SPRINT TELCO CABINET SUBMITTAL 'I' NO DATE 0/C DESCRIPTION v Ii 0 02-20-14 CL/BU BP SUBMITTAL ,to 1111 N ,-,;5,. Zv SITE NUMBER 4•., P054XC009 CCI SITE#879600 3'-6" 10'-0" / SITE NAME 14.-0" ,/ (E)SPRINT UTILITY H-FRAME;200A PPC W/ BULL MOUNTAIN (COMPOUND AREA) SITE ADDRESS 200A GENERATOR PLUG/DISCONNECT 12390 SW SCHOLLS FERRY TIGARD,OR 97223 P (E)AAV NETWORK INTERFACE . DEVICE(BY OTHERS) SHEET TITLE 161- (E) ENLARGED N SITE PLAN TN MN W E SHEET NO. S A 1 EXISTING ENLARGED SITE PLAN `SCALE 1!4"=1'-0"(11X17) 0' - 2' n' - _� • O SCALE 1/2"=1'-0"(22X34) • • MIIIIIMMIIMMIIMIMMI (E)SPRINT 800MHZ/1900MHZ DUAL POLE \t ANTENNA,TYPICAL OF(1)PER SECTOR y Sprint ° SiG 4 c Z 9 G u �y�NF /:: o y9�, mj n� " (� Z2 tc0 Qp 2? (E)SPRINT ANTENNAS 2°00 w �q- 2 RELOCATED TO(N)T-ARM .P P (N)SPRINT 25GHz ANTENNA; a z_- MOUNT(TYP) ¢ TYPICAL OF(1)PER SECTOR ~ w ?: 1.7Dt EASE LDOIOOIIT DNYE < (N)SPRINT RRH MOUNTED NEAR ISCaMIpSOK 77I 7po -4th{ (E)SPRINT RRH MOUNTED ��s• j g (E)SPRINT RRH'S MOUNTED ON TO MONOPOLE(TYP) ANTENNA;(1)PER SECTOR(TYP) MONOPOLE;(1)800MHZ 8 CRC)1 L I V (1)1900MHZ PER SECTOR(TYP) JTLf ggy (N)T-ARM REQUIRED FOR(N)ANTENNA MOUNTING; I �-' ti ' (E)80'-0"MONOPOLE;OTHER r` TYPE AND MODEL TBD BY CONTRACTOR CARRIER ANTENNAS NOT �� (TYP 3 SECTORS) SHOWN FOR CLARITY PN� ‘.1.1.-J��, ,M�H��Mo j:oV' A , ` `� Cascadi PM �'( s� �1sG�9s, 5501 VANCOUVER,WA 98662 SUITE A-2• �Oa \� J Nl ��tiAp 7 F q ti,Fob PH 360.885.9200 GP�MP$71 A N.\\ PN"' \3..0 ` � :. �i1;T)E. `1s°o,P � E Py 9' 3y" M El O 7�°O�16.1° SEGt '1' Hl 16.1° J _. '`STO N EI GPMMP �i2jLTT9 N !A TN MN •S,`S�, iC �_.wa-��.�•.r.�� (E)80'-0"MONOPOLE;OTHER CARRIER ANTENNAS NOT `,CTO,Q MN � 0NC,,INE F�S►� SHOWN FOR CLARITY W E W E OM /Q(4r 1 y?i S (E)80'-0"MONOPOLE;OTHER l-■ CARRIER ANTENNAS NOT S a SHOWN FOR CLARITY x w OON ) - SCALE 3/16"=1-0"(11X17) 0' S' 10' SCALE:3/16"=1.-0"(11X17) 0' 5' 10' 1 ANTENNA PLAN - EXISTING - — — 2 ANTENNA PLAN - FINAL _ — No — i p'04y SCALE.3!8'=1'-0'(22X34) SCALE.3/8"=1'-0"(22X34) 10 3-3-14 CFR A.LW° _ CPM PROJECT NO 7317 I PRELIMINARY NO, DATE D/C DESCRIPTION 0 01-14-14 CB/BU 90%CD REVIEW NOTES: 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. SUBMITTAL N0, DATE D/C DESCRIPTION 2. TOWER STRUCTURAL AND ANTENNA MOUNT/PLATFORM ANALYSIS TO BE PERFORMED BY OTHERS.SPRINT X 0 02-20-14 CUBU BP SUBMITTAL NETWORK VISION INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. ' 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS,SUBJECT TO OWNER APPROVAL. SITE NUMBER 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. P054XC009 5. REFERENCE A-6.1 FOR HYBRID COAX CABLE ATTACHMENT PER STRUCTURE TYPE. CCI SITE A 879600 SITE NAME BULL MOUNTAIN SITE ADDRESS 12390 SW SCHOLLS FERRY TIGARD,OR 97223 SHEET TITLE • ENLARGED ANTENNA PLANS SHEET NO. A-3. 0 3 NOTES 4 NOT USED AO) I (E)LIGHTNING ROD t 83'-0 TIP HEIGHT Sprint ° (E)LIGHTNING ROD @ t 83'-0"TIP HEIGHT (E)SPRINT ANTENNA TIP HEIGHT di (E)SPRINT ANTENNA TIP HEIGHT 6 82'-0" 62'-0"V P, (E)TOP OF MONOPOLE (E)TOP OF MONOPOLE di digniP / II, L^ h 80'-0" LL ` I` (E)SPRINT ANTENNA RAD CENTER a —� (E)SPRINT ANTENNA RAD CENTER (E)SPRINT 800MHZ/1900MHZ DUAL J 1� = I j 79'-0" Q ° 79'-0" foot EAST LOOKOUT 0011 OWE •••' IM}W0001�TX 700�Q-+f 24 .g- U (E)SPRINT 800MHZ/1900MHZ DUAL 1 POLE ANTENNA;TYPICAL OF(1) POLE ANTENNA;TYPICAL OF(1) PER SECTOR - PER SECTOR CROWN (E)SPRINT RRH'S MOUNTED TO (E)CRICKETT ANTENNA RAD CENTER a, (E)SPRINT RRH'S MOUNTED TO (E)CRICKETT ANTENNA RAD CENTER di, ..k. MONOPOLE;(1)BOOMHZ&(1) t 72'-0 MONOPOLE;(1)800MHZ S(1) t 72'-0" 1900MHZ PER SECTOR(TYP) 1900MHZ PER SECTOR(TYP) (E)OTHER CARRIER (E)OTHER CARRIER ANTENNAS(TYP) ANTENNAS(TYP) '1 If Cascadia PM 5501 NE 109TH COURT.SUITE A-2 (E)CLEARWIRE ANTENNA RAD CENTER t 62'-0" � (E)CLEARWIRE ANTENNA RAD CENTER � VANCOUVER,WA 98662 t 62'-0" PR 360.885 9200 (E)OTHER CARRIER (E)OTHER CARRIER ANTENNAS(TYP) ANTENNAS(TYP) rya,./.r110.111 �NGIH sot cn 7' 18 T.I ci X w rA c •N ► 0' R W0/ a 3! I CPM PROJECT NO. 7317 (E)80'-0"MONOPOLE;3(E) PRELIMINARY (E)80'-0"MONOPOLE;3(E) HYBRID CABLES RUN INSIDE N HYBRID CABLES RUN INSIDE O. DATE DIC DESCRIPTION 0 01-14-14 CB/BU 90%CD REVIEW SUBMITTAL NO DATE D/C DESCRIPTION 0 02-20-14 CUBU BP SUBMITTAL SITE NUMBER P054XC009 CCI SITE#879600 SITE NAME BULL MOUNTAIN SITE ADDRESS 12390 SW SCHOLLS FERRY (E)6'-0"TALL CHAIN LINK (E)6-0"TALL CHAIN LINK TIGARD,OR 97223 FENCED COMPOUND FENCED COMPOUND SHEET TITLE ••r r r r re`s EXISTING �! S .ri` r r .Or` r r. :•r ..f 1 :::: :<::;::>::.: : ::.::::1;:.;:> : I;i::::::,:,•-:.:-:.:-:.:-•-•-•-••••:-:.:.:.:.:-:.:.:.•: <:•::: •:<•:1 Ic 1 1 :31 ELEVATIONS ::r r. rT i•:::�•. •::::g ii:: E GRADE 0 GRADE 0'-0" Adk (E)G 242'AMSL) ______ 242'AMSL)1117 IMIIIIIIMMINIIIIIIIMINIIIIIIIMINIMINIM=1•1111IN=11111111111111MOMM M=M=11=== SHEET NO. immm•��.......mmmun��no�E��mon1•marzaral SCALE 1"=10'-0"(11X17) 0' 5' 10' 20', SCALE.1"=10'-0"(11X17) 0' 5' 10' 20' A-4. 0 1 NORTH ELEVATION — EXISTING - . 2 WEST ELEVATION — EXISTING • SCALE 1"=5-0"(22X34) . . - SCALE:1"=5-0"(22X34) MI 1111 - NOTES: NOTES: NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. - VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sprint, (E)LIGHTNING ROD (E)LIGHTNING ROD 3 83.-T TIP HEIGHT @±83,-0"TIP HEIGHT (E)&(N)SPRINT ANTENNA TIP HEIGHT pik (E)SPRINT ANTENNA TIP HEIGHT di • 82'-0" 82'-0" (E)SPRINT ANTENNAS(TYP) r o 1 (E)TOP OF MONOPOLE (E)SPRINT ANTENNAS(TYP) I (E)TOP OF MONOPOLE di 4111131° !� 8 (N)&(E)SPRINT ANTENNA RAD CENTER I I.--- 1 _ (N)&(E)SPRINT ANTENNA RAD CENTER 1701 EAST MK I� 79'-0" I �I 79'-0" IrpMIOS0IL T%75012-41 24 Ark (N)SPRINT RRH MOUNTED NEAR c�(E)SPRINT RRH MOUNTED TO MONOPOLE(TYP) (N)SPRINT RRH MOUNTED NEAR • Q ANTENNA;(1)PER SECTOR(TYP) ANTENNA;(1)PER SECTOR(TYP) (E)SPRINT RRH MOUNTED TO MONOPOLE(TYP) CROWN (E)CRICKETT ANTENNA RAD CENTER (E)CRICKETT ANTENNA RAD CENTER 1.-, 1 L L S (N)SPRINT 2.5GHz ANTENNA; t 72'-0" wr, a (N)SPRINT 2.5GHz ANTENNA; ±72'-0" imp TYPICAL OF(1)PER SECTOR TYPICAL OF(1)PER SECTOR -- (E)OTHER CARRIER (E)ANTENNAS(TYP) 1� ANTENNAS AS(TYP)ER 1. ,ill �VL@I I ''4� Cascadia PM (E)CLEARWIRE ANTENNA RAD CENTER 5501 NE 109TH COURT WA SUITE A-2 ±62'-0" � (E)CLEARWIRE ANTENNA RAD CENTER � VANCOUVER WA 98662 t 62'-0" PH 360.885 9200 (E)OTHER CARRIER (E)OTHER CARRIER ∎ rI i ANTENNAS(TYP) ANTENNAS(TYP) 110.•1111I �� GI - S ,\ L /0° ��e 7 18 ' i 6. w r•� ., GON I ' O� 2 M 4)'1Q FR AON 0 31_____4 ---® I CPM PROJECT NO. 7317 (E)80'-0"MONOPOLE;3(E)HYBRID PRELIMINARY (E)80-0"MONOPOLE;3(E) CABLES RUN INSIDE NO DATE DIC DESCRIPTION HYBRID CABLES RUN INSIDE 0 01-14-14 CB/BU 90%CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 02-20-14 CUBU BP SUBMITTAL SITE NUMBER P054XC009 CCI SITE#879600 SITE NAME BULL MOUNTAIN SITE ADDRESS 6'-0"TALL CHAIN LINK 12390 SW SCHOLLS FERRY (E) (E)6'-0"TALL CHAIN LINK TIGARD,OR 97223 FENCED COMPOUND FENCED COMPOUND SHEET TITLE r ::::::;:::5::::::::::::::::16:::.s..."%i r rr r i r'r i r. E_ 1 ELEVATIONS E GRADE 0'-0" E GRADE 0'-0" L- ::.:::. 1 AIL ---. - _. (242'AMS L) 111 _ _____ __G__ (242 AM S L _ ___ _ ____ ______ _ i��________� =_________� _ ' SHEET NO. __________________________ SCALE 1"=10'-0"(11X17) 0' 5' 10' 20' SCALE 1"=10'-0"(11X17) 0' 5' 1D' 1 NORTH ELEVATION - FINAL SCALE 1"=5'-0"(22X34) • 2 WEST ELEVATION - FINAL SCALE 1"=5'-0"(22X34) MOM I Sprint° ,.) EXISTING SPRINT ANTENNA&HYBRID CABLE LENGTH SCHEDULE. _ 9 SECTOR QTY. ANTENNA MODEL MECH. AZIMUTH RAD CENTER CABLE LENGTH HYBRID RRH MODEL(S) JUMPER SIZE DOWNTILT CABLE TYPE 8 LENGTH MANUFACTURER: KMW - PART NUMBER: ET-X-WM-18 65 8P ALPHA 1 P40-16-XLPP-RR T.B.D. 330° 79'-0" 110'-0" TYPE 2 RRH C2C& 1/7,8 6, 41105' LENGTH: 61.0" _ RRH-P4 1701 FAR=NWT 0/11,4 WIDTH: 12.0" RRH C2C 8 NICrUI �TX 781062-4124 DEPTH 4.3" BETA 1 P65-16-XLPP-RR T.B.D.° 135° 79'-0" 110'-0" TYPE 2 RRH-P4 112 &6 WEIGHT W/O BRACKETS: 36.4 LBS • . WEIGHT W/BRACKETS: 45.4 LBS RH C2C 8 ' . I CC8 /�/A I GAMMA 1 P65-16-XLPP-RR T.B.D.TBD° 245° 79'-0" 110'-0" TYPE 2 112"8 6' 1 1 lrl. L I Y RRH-P4 {! i GPS 1 TMG-HR-26NCM N/A N/A 24'-0" 44'-0" 1/2" N/A N/A I • I C 3 I NEW SPRINT ANTENNA&HYBRID CABLE LENGTH SCHEDULE Cascadia PM V— Z..= SECTOR QTY. ANTENNA MODEL MECH. AZIMUTH RAD CENTER CABLE LENGTH HYBRID RRH MODEL(S) JUMPER SIZE 5501 NE 109TH COURT,SUITE A-2 DOWNTILT CABLE TYPE &LENGTH VANCOUVER,WA 98662 PH:360885.9200 - - ALPHA 1 ET-X-ON-18-65-8P T.B.D.° 330° 79'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' NOTES: 1. IF REQUIRED.PAINT ANTENNAS AND RRH'S TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WITH THE BETA 1 ET-X-WM-18-65-8P T.B.D.° 135° 79'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' SURROUNDING AREAS USING NON-REFLECTIVE PAINT. �� GAMMA 1 ET-X-WM-18-65-BP T.B.D.° 245° 79'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' -...""�--'../`^a∎ 2. VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. - - - L.r) "C. NGINE s� O U �, 3. ALL ANTENNA INSTALLATION AND TESTING SHALL CONFORM TO CURRENT SPRINT STANDARDS. c Q4 18 - y a 7'. y 4. NEW SPRINT RRH'S ARR MOUNTED TO PIPE MAST BEHIND ANTENNAS SIMILAR TO THAT SHOWN ON DETAIL 4/-. -I, a _ x SCALE.NTS(11X17) SCALE:NTS(11X17) Ul .� u" GON- 1 SPRINT ANTENNA SPECIFICATIONS SCALE NTS(22X34) - 2 ANTENNA & COAX SCHEDULE SCALE NTS(22X34) _ ' • /� i Oq}-18 0e- I ` (E)OR(N)A 2-3/8"PIPE O.D.MIN. 3-3-14 R ALW J//,� , ANTENNA PIPE MOUNT (E)SPRINT GPS (N)SST STANDARD HANGER I CPM PROJECT NO. 7317 ANTENNA MOUNTED TO PRELIMINARY (E)MMBS CABINET (3)(F)BREAKOUT UNITS, TYP OF(1)PER SECTOR NO DATE D!C DESCRIPTION (E)ANTENNA , -S SPRINT ANTENNA SEE 1/A-6.0 -0 .082/A .0 0 01-14-14 CB/BU 90%CD REVIEW SUPPORT FRAME tji (E)OR(N) (E)TOERONOPOLE CROSS-OVER PLATE MOUNT PER PLAN AND (MTS PART#XP-2040) SUBMITTAL ELEVATION NO DATE D!C DESCRIPTION ■ . 0 02-20-14 CL/BU BP SUBMITTAL ._.s11.1i_. . • •(N)2.5 GHz EQUIP.INSTALLED ■ ■ _'I �'-� IN(E)MMBS CABINET PER (E)MMBS MUDROOM COLOR CODE BAND 1•, SITE NUMBER MANUFACTURERS I _ P054XC009 �N 2� I CCISITE#879600 SPECIFICATIONS ANDREW#3SS CLAMP,TYP, GHZ ' 'i�•_ OF(2)PER POWER 8 RRH : ll (E)OR(N)2-3/8"O.D. SITE NAME FIBER JUNCTION ( MIN.ANTENNA PIPE CYLINDERS MOUNT BULL MOUNTAIN SUPPORT HYBRID �1,1i°I� ' / CABLE WITHIN 12" �/ (Nj COAX SITE ADDRESS • I OF MEDUSA II \ BLOCK OR 12390 SW SCHOLLS FERRY I` SOFT CLAMP \\ TIGARD,OR 97223 (N)- (E)HYBRID CABLE STANDARD HANGER CABLE ROUTED TO ANTENNA(S) .P1 IN SNAP-IN FOR (E) HYBRID CABLE TYPICAL OF (TYP) �1i CABLE EXCESS CABLES 1:SUPPORTED BY HOISTING (E)CABINET ANCHORED TO GRIP EVERY 200-0" ...!-.'Ifs(E)CONC.SLAB ON GRADE - _ ii,, ■ PROVIDE DRIP LOOP PER MANUFACTURER'S AND MAINTAIN MIN. � R SHEET TITLE SPECIFICATIONS BEND RADIUS .7. • ANTENNA & `. s (N)SSTCOAX ROUTING DETAILS I11 '--- { . `' i" . �Y. ' . : r^+ �r•. �pm_ . • STANDOFF CABLE(TYP) 3,2•a , w. .. a. '!''.i � a x:w �r - � .aip i'a t : rti ' .� . r a,.;i / j/\\%/j/j/j\j/j/j/j\\j\jj/j j jA\j\\j/j %/\j/\\\ SIDE VIEW OF COAX SHEET NO. SUPPORT SCALE NTS(11X17) SCALE:NTS(11X17) A-6• 0 3 TYPICAL CABINET MODIFICATION AND HYBRID CABLE DETAIL SCALE:NTS(22X34) 4 TYPICAL BOOM AND STAND-OFF MOUNTING DETAIL SCALE NTS(22X34) TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 . TOTAL LENGTH -35 m(114.81 -55 m(180.51 -65 m(213.31 -80 m(262.5') - -100 m(328.1') --120 m(420.0') -160 m(550.0) Sprint • N> HYBRID POWER AWG 6 1 PAIR,, AWG 4 1 PAIR, AWG 4 1 PAIR, AWG 10 1 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR. AWG 6 1 PAIR, NOTES: CABLE AWG 12 3 PAIR AWG 10 3 PAIR AWG 8 1 PAIR. AWG 8 3 PAIR AWG 6 1 PAIR, AWG 8 3 PAIR AWG 6 1 PAIR, CONFIGURATION AWG 10 2 PAIR AWG 8 2 PAIR AWG 8 2 PAIR 1. HYBRID/COAX CABLE LENGTHS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY LENGTHS PER FINAL ICE BRIDGE CABLE DIAMETER 25mm(0.98") 27mm(1.06") 30mm(1.18") 30/32mm' 32mm(1.26") 39.2mm(1.54") 415mm(1.71") CONFIGURATION AND STRUCTURE MOUNTED ROUTING. BENDING RADIUS 300mm(12") 330mm(13") 390mm 15" 450mm 18" 450MM 18" 457mm(18") 533MM 21" ( ) ( ) ( ) ( ) ( ) SIII.1SUIJG 2. ALL HYBRID/COAX CABLE INSTALLATION SHALL CONFORM TO CURRENT SPRINT STANDARDS.. OPTIC CABLE LC/PC-to-LC/PC.SINGLE MODE DU CABINET(POWER t�iIR IOOIIOIR � 3. ALL HYBRID/COAX CABLE CONNECTIONS TO BE WEATHERPROOFED. CABLE TERMINAL 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE I UM War IX 4114 MAX SIZE AWG 4) 4. ALL RET CABLE TO BE SUPLIED BY COMMSCOPE AND SHALL BE 9.8'IN LENGTH,MODEL#iRET AISGv1.1. RRH POWER CABLE AWG 8,14.7-15.4mm I 5. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRH'S WHICH ARE MOUNTED ON THE PIPE BEHIND THE ANTENNA,SIMILAR SPEC AWG 10,11.5-12.4mm 7 .' CROWN TO THAT SHOWN ON DETAIL#4,SHEET A-6.0. NON USE POWER 5. PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER . LAS / L E AND OPTIC CABLE AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC •6. CONTRACTOR TO FIELD VERIFY EXISTING AZIMUTHS BEFORE RELOCATING THE ANTENNAS.IF RELOCATION IS REQUIRED, CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE NOTIFY SPRINT RF ENGINEER PRIOR TO RELOCATION. PROTECTION PIPE PIPE PIPE PIPE PIPE PIPE SAMSUNG FIBER 0.5Ibs/If 0.61bs/If _ O.BIbs/If 0.91bs/If 1.11bs/If N/A N/A ASIA TAI 0.7Ibs/If 0.7Ibs/If 0.71bs/If 0.71bs/If 0.7Ibs/tf N/A N/A TESCO N/A N/A N/A _ N/A N/A 1.61bs/If 2.21bs/If Cascadia PM 5501 NE 109TH COURT.SUITE A-2 VANCOUVER.WA 98662 PH:360.885.9200 SCALE.NTS(11X17) SCALE NTS(11X17) 1 NOTES SCALE NTS(22X34) 2 HYBRID CABLE TYPES & SPECIFICATIONS SCALE NTS(22X34) `�� 4F�..,; ..4E,.,414 %I•SWVIMMLILL.1.41,110.111MI 2"SPACE LO 'V 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING 0 \5 Q3 N��, s�O, 2"TAPE 1"SPACE SECOND RING 1"SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2'SPACE 1"SPACE SECOND RING 1"SPACE THIRD RING FIRST RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2"TAPE RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER CsI Q� 7 1 8 Z HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR) COP EIR t t t t l. 1. t f I r',:,,,,,,,,,,,y,:./.,,,,::,' C1 LU Ili 1� 7 GON ` Yk . f I.k >,,, k}.h � , I . TO RRH{ -- - - - - -- - -- ''''-----=.7::::=::::::::::: -•---•----------------- ,khx X, r, i � x,, '/r. � �y;'< O(^'•'4 y is L"- k - - - AY O ; xkh:. . xx. ., ; : R ON (6)FIBER .. ._. - .. x., -- CABLES I 1 CPM PROJECT NO 7317 HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR CODE x x WRAP TAPE AROUND` 1 HYBRID (SEE TABLE FOR DETAILS) TAPE(SEE TABLE FOR CODE TAPE(SEE BETWEEN CABLE CODE(SEE TABLE TAPE(SEE TABLE TAPE(SEE TABLE CABLE.THREE CABLE TO PRELIMINARY DETAILS) TABLE FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) TIMES,MIN.(TYP) CABINET _�� NO. DATE D/C DESCRIPTION 2"SPACE 0 01-14-14 CB/BU 90%CD REVIEW 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING 2"TAPE 1"SPACE SECOND RING 1"SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2"SPACE 1"SPACE SECOND RING 1"SPACE THIRD RING -^v FIRST RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2"TAPE RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR) SUBMITTAL '' '' 'r 1 '� NO. DATE D/C DESCRIPTION (4)PAIR 0 02-20-14 CUBU BP SUBMITTAL COPPERxykxxx T yXT x.r J•.'xK':. y�i �:_x>.�\.%.h' xX, xt%Y X Y x 1: is?:: ,�'" x'., TO CABINET _ - _ - :::::=:.====..::-_-_:::: ♦ %S k%� u*CA ,;'`x v Tx x Yak' • x:� ','"> ',,,.?:]‘', SITE NUMBER (6)FIBER J) =� �J, i Jj P054XC009 CABLES CCI SITE#879600 HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR CODE NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR WRAP TAPE AROUND HYBRID SITE NAME (SEE TABLE FOR DETAILS) TAPE(SEE TABLE FOR TAPE(SEE TABLE FOR BETWEEN CABLE CODE(SEE TABLE TAPE(SEE TABLE CODE TAPE(SEE CABLE.THREE CABLE TO DETAILS) DETAILS) FOR DETAILS) FOR DETAILS) TABLE FOR DETAILS) TIMES,MIN.(TYP) RRH BULL MOUNTAIN NOTES: HYBRID CABLE CONNECTION AT CABINET 2"TAPE 2"TAPE 2"SPACE SITE ADDRESS SECOND RING FIRST RING BETWEEN CABLE CODE 7 TAPE 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2"COLORED TAPE OR STENCIL TAG. COLOR FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY THIRD RING 12390 SW SCHOLLS FERRY TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. CODE CODE COLOR CODE CABLE# 1"SPACE TIGARD,OR 97223 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 7 FROM AN ,}' }� }� }� END CONNECTOR,WEATHERPROOFING,OR BREAK-OUT CYLINDER,WITH 1"SPACE BETWEEN EACH RING. I I -I _I 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE'TYPICAL HYBRID CABLE COLOR 2 FROM RRH i p ANTENNA END CODE"TABLE ABOVE FOR THE RESPECTIVE SECTOR. OF JUMPER SHEET TITLE 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR 2"SPACE 2"TAPE 2"TAPE THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE"FREQUENCY COLOR THIRDARING BE AND FREQUENCYODFREOUENCY COLOR FREQUENCY COLOR HYBRID CABLE • CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE"TABLE ABOVE. 1"SPACE CABLE# COLOR CODE CODE CODE 5. A 2"GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 1y DETAILS 6. THE 2"COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 7. THE 2"COLORED TAPE(S)SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR RRH END - INDIVIDUAL CABLES,AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 1 OF JUMPER I FROM ANTENNA 8. COLOR BAND ON JUMPERS SHALL BE 2"WIDE WITH A 2"SPACE. JUMPER SHEET NO.CABLE CONNECTION AT RRH AND ANTENNA 1 SCALE:NTS(11X17) A 6. 1 3 HYBRID COAXIAL CABLE TAPE COLOR CODING SCALE NTS(22X34) NOTE: PROPOSED RRH'S AND ALL MOUNTING HARDWARE TO BE VERIFY TO MATCH EXISTING STRUCTURE IF REQUIRED. ,Sprint' VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. PER RRH TECHNOLOGY 15.5" 9.45" REQUIREMENTS f • SPECIFICATIONS: (VERIFY) MANUFACTURER: SAMSUNG (N)SAMSUNG RRH DIMENSIONS 18.6"X 15.5"X 9.45" (N)SAMSUNG RRH MOUNTING BRACKET& S Il I L)I S U N G WEIGHT W/O BRACKET 59.5 LBS MOUNTING BRACKET HARDWARE WEIGHT W/BRACKET 71.82 LBS &HARDWARE ' � :;:'i: 1301 IT LCOtmtf ME TINTW0SON.1X 750I2-4t24 I o e o C � N (E)OR(N)3 112"0.D. w I o o — OPTIC PORT I MOUNTING PIPE(TYP) , Oy �- uvFRONT VIEW SIDE VIEW II : ? e IIIIIIIIII�IIIIIIIIIIIIIIII�I�IIIIIIIIII), W m Cascadia PM W 5501 NE 109TH COURT.SUITE A-2 \ -�I' o o d • VANCOUVER WA 98662 ANT 0 0 1 0 0 =e a 3 o W PH 360 885 9200 O. M ID C®' 1'((�� (�� (E)OR(N)3 112"O.D. •®• -®• •®• 18L`� •� MOUNTING PIPE(TYP) t 1! IL®L=1 POWER PORT RET SIDE VIEW FRONT VIEW TOP VIEW �' ' �! �� \ 46 VOLTS NOTE: O ,C7 v4GINEe. S>O, �___------ PLEASE REFER TO MANUFACTURER SPECIFICATIONS FOR WALL MOUNTED APPLICATIONS. M Q� TOP VIEW BOTTOM VIEW N 7` 1 8 T.■ (WI FINGER GUARD&BRACKET) (W/O FINGER GUARD) Q. x w .A 1' ; GONI SCALE:NTS(11X17) SCALE.NTS(11X17) (:)'*/8,206610$14.49 1 2.5 GHz RRH (RRH-V3) 2 2.5 GHz RRH (RRH-V3) - MOUNTING DETAIL F p SCALE.NTS(22X34) SCALE NTS(22X34) 3-3-14 A LNN I CPM PROJECT NO 7317 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 01-14-14 CB/BU 90%CD REVIEW SUBMITTAL NO. DATE D/C - DESCRIPTION 0 02-20-14 CUBU BP SUBMITTAL SITE NUMBER P054XC009 CCI SITE#879600 SITE NAME BULL MOUNTAIN SITE ADDRESS 12390 SW SCHOLLS FERRY TIGARD,OR 97223 SHEET TITLE - RRH DETAILS SHEET NO. 3 NOT USED SCALE NTS(11X17) 4 NOT USED _ SCALE NTS(11X17)—, A-7. 0 SCALE NTS(22X34) SCALE.NTS(22)(34) NOTE: SEE SHEET E-3.0 FOR ADDITIONAL GROUNDING,COAX 1. EXOTHERMIC WELDS(2).2 AWG BARE TINNED SOLID COPPER FIBER ROUTING INFORMATION. _ (E)SPRINT ANTENNA GROUND BAR (N)SPRINT PANEL ANTENNAS AND FIB CONDUCTORS TO GROUNDING BAR.ROUTE CONDUCTORS TO e NI...dik" (3 TOTAL,1 PER SECTOR) AND RRH'S CONNECTED TO BURIED GROUNDING RING AND PROVIDE PARALLEL (E)ANTENNA GROUND BARS(TYP) EXOTHERMIC WELD. Sprint • GROUNDING LEGEND 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION("P","A", owe MASTER GROUND BAR 'N","P)WITH 1"HIGH LETTERS. *, V, 3. ALL HARDWARE 18-8 STAINLESS STEEL,INCLUDING LOCK I A1• I ANTENNA GROUND ROD WASHERS,COAT ALL SURFACES WITH AN ANTI-OXIDANT an° I W. \e COMPOUND BEFORE MATING.ALL HARDWARE SHALL BE `---_ �' I I MECHANICAL CONNECTION STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 1]Ul r 1D0100ut 01■YE I (DOUBLE HOLE LUG) IYCfIA11D1011 TX 700!2-4124 ■ EXOTHERMIC CONNECTION 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT m -- WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES ///�� 7 <1 _ J WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. CRA�►�/N • CONNECT PER MANUFACTURER t1UV11�C//V//// �• TL SPECIFICATIONS .0°°\ (E)SPRINT RRH'S CONNECTED TO 5. NUT&WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE (E)ANTENNA GROUND BAR(TYP) GROUNDING BAR AND BOLTED ON THE BACK SIDE.INSTALL 4/,��r` `` -1 CONNECTION PER RRH BLACK HEAT-SHRINKING TUBE,600 VOLT INSULATION ON ALL C GROUNDING TERMINATIONS.THE INTENT IS TO \ WEATHERPROOF THE COMPRESSION CONNECTION. i / (E)SPRINT ANTENNA MOUNTING r, 1 / / I PIPE CONNECTED TO 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE \ Of.�`�.e w (E)ANTENNA GROUND BAR(TYP) TYPE OF TOWER,ANTENNA LOCATION,AND CONNECTION Cascadia PM ^7\ _ `� '• ORIENTATION.PROVIDE AS REQUIRED. ,.�� MGB •` '� , 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS 5501 NE 109TH COURT,SUITE A • • SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. VANCOUVER,WA 98662 CONNECTION FROM(E)SPRINT ANTENNA PH 360.885 9200 GROUND BARS TO(E)MASTER GROUND BAR '• \ 4 I •�• 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS AT TOP OF TOWER ` �\ / SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. )\t'ECTO F_ \ </ (E)SPRINT MASTER GROUND 9. SUPPLIED AND INSTALLED BY CONTRACTOR. ' t 4•' �' �4' BAR AT TOP OF TOWER ■ ■\\ / 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A i \ V GROUNDING BAR TO AN EXISTING TOWER,THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO(2)2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER.(APPLICABLE TO NEW TOWERS ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE - SCALE NTS(11X17) TYPE OF TOWER,ANTENNA LOCATION,AND CONNECTION 1 TYPICAL ANTENNA GROUNDING - FINAL ORIENTATION.THE SUBCONTRACTOR SHALL BE RESPONSIBLE SCALE:NTS(22X34) FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50%SPARE CONNECTION POINTS. I CPM PROJECT NO 7317 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. 14. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL PRELIMINARY INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE NO. DATE D/C DESCRIPTION _ SPECIFIC CONDITIONS. 0 01-14-14 CB/BU 90%CD REVIEW 15. GROUND ALL ANTENNA BASES,FRAMES,CABLE RUNS,AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS.FOLLOW SUBMITTAL ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH NO. DATE DC DESCRIPTION ENDS AND EXIT FROM TOWER OR POLE USING MFR'S 0 02-20-14 CUBU BP SUBMITTAL PRACTICES. 16. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC.ALL - - WIRES SHALL BE COPPER THHN/THWN.ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. SITE NUMBER 17. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. P054XC009 GROUNDING AND OTHER OPERATIONAL TESTING WILL BE CCI SITE#879600 WITNESSED BY SPRINT WIRELESS,LLC.REPRESENTATIVE. 18. REFER TO DIVISION 16 GENERAL ELECTRIC:GENERAL SITE NAME ELECTRICAL PROVISION AND COMPLY WITH ALL BULL MOUNTAIN REQUIREMENTS OF GROUNDING STANDARDS. 19. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF SITE ADDRESS GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING 12390 SW SCHOLLS FERRY METHOD,AND RECEIVE APPROVAL OF DESIGN BY TIGARD,OR 97223 AUTHORIZED SPRINT MOBILITY REPRESENTATIVE,PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ' ALL EXOTHERMIC AND GROUND RING 20. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY SHEET TITLE DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING SITE 21. ALL EXISTING GROUND BARS,WIRES&CONNECTIONS SHALL PLANS BE FIELD VERIFIED.ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. SHEET NO. E-1 .0 2 NOT USED GENERAL GROUNDING NOTES 1 ANTENNA ANTENNA ANTENNA LEGEND SECTOR A SECTOR B SECTOR G >(E)SPRINT (N)2.5 GHz SPRINT (E)SPRINT (N)2.5 GHz SPRINT (E)SPRINT (N)2.5 GHz SPRINT • EXOTHERMIC CONNECTION ANTENNA(TYP) ANTENNA ANTENNA(TYP) ANTENNA ANTENNA(TYP) ANTENNA a MECHANICAL CONNECTION Sp ri nto i -:- -1 0 COMPRESSION CONNECTION AGB ANTENNA GROUND BAR i'I , CGB COLLECTOR GROUND BAR I MGB MASTER GROUND BAR ILCOAX JUMPER COAX JUMPER I I COAX JUMPER — 2.5 GHz - 2.5 GHz T L_ — M 1 L 2.5 GHz a CC C a > > CCASTL 0 Q :T(;T :, � W p: Q 0 0 T w aI 1 a) I < w--- .11 al I * < w al I a a FIJI HI_JI FIJI I Cascadia PM C( � 1 — — — — C( $44[ — ~ =all_ 441 *— 5501 NE 109TH COURT,SUITE A-2 rl I rI I _ill— VANCOUVER,WA 00 PH:380.885.9200 -g°< I #10 AWG I I g< I #10 AWG I I E a I #10 AWG `� :VECTOR I =2I I IW2I I I =2I Un • , l_vTTJ I L -[J I L J DC/FIBER I` — — — — T pp/EIDER _ _ DC/FIB J _ — jj#2 AWG — T r—I L (E11/2 AWG — �E #2 AWG _ J _ ALL HYBRID CABLE INTERNAL GROUND I I I GROUNDING NOTES WIRES TO BE TRIMMED TO FIT AND 1. NO WELDINGING OF ANY KIND ON CROWN CASTLE INTERNATIONAL(CCI) ATTACHED TO GROUND BAR. t TOWERS.IF SPRINT REQUIRES A NEW GROUND BAR INSTALLATION OR (E)UPPER TOWER GROUND BAR TO BE ATTACHED HOME RUN GROUND LEAD ON A CCI TOWER,CONTACT CCI FOR DIRECTLY TO TOWER WITH MECHANICAL APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION OF ANY CONNECTORS WITHOUT CHERRY ISOLATORS;NO DC!FIBER GROUNDING EQUIPMENT. HOMERUNS ALLOWED ON(E)OR(N)GROUND BARS 2. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. AT THE COMPLETION OF THE PROJECT EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE,SPLICES,ETC. ( CPM PROJECT N0.' 7317 ALL CABLE TO GROUND RODS,GROUND RODS SPLICES AND LIGHTING PRELIMINARY I PROTECTIONS SYSTEM AS INDICATED.GROUND FOUNDATION ONLY AS INDICATED BY PM.ALL MATERIALS USED(MOLDS,WELDING.METAL NO DATE D!C DESCRIPTION I TOOLS,ETC.)SHALL BE EXOTHERMIC WELDED AND INSTALLED PER 0 01-14-14 CB'BU 90 CD REVIEW (E)MMES MANUFACTURERS RECOMMENDATIONS AND PROCEDURES.GROUND (E)GPS ANTENNA (E)DEI CABINET (E)CABINET I I — — CABINET CONDUCTOR SHALL HAVE A MINIMUM 24"BENDING RADIUS. I L 3. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SUBMITTAL I SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE NO DATE D!C DESCRIPTION L — — — —.— — WITH(2)TWO COATS OF GALVITE(WHITE)PAINT.OR SILVERBRITE 0 02-20-14 CUBU BP SUBMITTAL • I I (ALUMINUM). -' L i I #10 AWG GROUNDS L #2AW — — — #6 AWG W/ 4. ALL ELECTRICAL 8 MECHANICAL GROUND CONNECTIONS SHALL HAVE WEATHERPROOFING ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. L ,� �4BX— — — �_ f— — _ I + SITE NUMBER + 5. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT P054XC009 #2 AWG I MMES GND BAR STANDARD PROCEDURES.GROUND GRID RESISTANCE SHALL NOT L_ �� #2ANLC, — — sib TEIER .1.......N_\ #6 AWG COAX EXCEED 5-OHMS. CCI SITE#879600 GROUND KIT SITE NAME (E)LOWER TOWER I 6. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT I I I I GROUND BAR I A. ONE(1)COOPY TO OWNER REPRESENTATIVE BULL MOUNTAIN I I I B. ONE(1)COPY TO ENGINEER SITE ADDRESS I C. ONE(1)COPY TO KEEP INSIDE EQUIPMENT INCLOSURE I I I I 12390 TIGARD,OR 97223RRY I I I I — I (E)MCABINETTERY 7. ALL RANDED GREEN JACKETED FROM BUSS TERMINAL. TO BE#2 O I OT 8. ALL ANTENNA MOUNT GROUNDS SHALL BE#2 AWG STRANDED GREEN SHEET TITLE I ¢I ¢I ,¢I) JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. FA °I 't Ol CA I ---I 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE#2AWG GROUNDING RISER IL1 L T W — A2 w —0 SOLID BARE AS REQUIRED. DIAGRAM 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED.ALL GROUND I I I I WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. (E)GROUND TO GROUND RING(TYP) I I L SHEET NO. 1 GROUNDING RISER DIAGRAM SCALE:NTS(11X17) -2 O SCALE:NTS(22X34) ' THIN WALL C-TAP W/PINK DYE \� INDEX(SEE NOTES) i Sprint )• #2 AWG STRANDED — — #2 AWG STRANDED CU #6 AWG GREEN STRANDED CU CU GROUNDING (N)PANEL ANTENNA GROUNDING CONDUCTOR GROUNDING CONDUCTOR FROM CONDUCTOR FROM RRH UNIT TO#2 AWG S'1 I.I I S U f,J G ANTENNA GROUND GROUNDING CONDUCTOR BAR(TYP) NOTE: CONTRACTOR TO SURROUND COMPLETED CONNECTION W/WEATHER M1 VW Lamour omm PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. IpWO2ON.7X 760S2-4124 i GROUND LEAD TO N (E) AGB I r �� L (N)JUMPERS ATTACHED .1 ta 1 ,--4".., 1 — —f—< TO APPROVED �„_,ji II'I' ATTACHMENTS PER #4/A$.0 TYPF GT TYPE W TYPE VN TYPE SS #6 AWG STRANDED 4_, th CaSCadia PM CU GROUNDING ` \ , 5501 NE 109TH COURT,SUITE A-2 CONDUCTOR(TYP) I ��' �� VANCOUVER,WA 98862 ' '} ' PH:360.885 9200 ( , MI - ) EPTDR ! - 1- r TYPE VR TYPE TA TYPE PT TYPE GY (N)RRH�\\Y` v, 444 G) TYPE NC TYPE GL TYPE VS TYPE GR SCALE:NTS(11X17) SCALE:NTS(11X17) 1 ANTENNA GROUNDING SCALE:NTS(22X34) 2 I C—TAP & EXOTHERMIC WELD CONN. l SCALE NTS(22X34) 3 NOT USED RRH GROUNDS,STRANDED #2 TINNED GROUND TO CU WIRE WITH GREEN,600V, ANTENNA MOUNTING THHN/THWN INSULATION PIPE(S)IF REQ'D 1 HYBRID CABLE ( CPM PROJECT NO.. 7317 (SIZE AS SPECIFIED) GROUND LEAD PRELIMINARY (E)ANTENNA ' ' NO DATE DC DESCRIPTION GROUND BAR r \\\\\\■ 0 01-14-14 CB.BU 90%CDREVIEW QO OQ Q O O O Q O O C5‘ I""1 1!8'MIN. 0 ,00 O 0 O 1Q 0 ©, S/S NUT SUBMITTAL NO DATE D'C DESCRIPTION 0 0 0 0 0 0 0 0 0 KOPR SHIELD MIN HEAT SHRINK(CLEAR) 0 02-20-14 CL/BU BP SUBMITTAL 0 0 0 0 0 0 0 0 0 IMF ME CONTRACTOR TO VERIFY ANTENNA BUSS BAR 1�1 1_, �� GROUNDING TO THE TOWER GROUND BAR ■........ LABEL SITE NUMBER - "` '//////�? �� 1 P054XC009 GROUND LEADS TO EACH MI ,O, CCI SITE#879600 ANTENNA GROUND BAR NO SITE NAME (E)GROUND BAR I I I I I TINNED COPPER .iscocr GROUND BAR BULL MOUNTAIN (MOUNTED DIRECT ' I I I S/S LOCK WASHER DO NOT DISCONNECT SITE ADDRESS TO TOWER) — —— I—_ S!S BOLT(1 OR 2) BAR INTERCONNECTS SING 12390 SW SCHOLLS FERRY MO 0 (71, 0- O ^ 0 AND EQUALIZERS TIGARD,OR 97223 00 `00 ,QO0000 O 1. 0 0 0 0 0 0 0 0 0 NOTES: SHEET TITLE 1.ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER.COAT ALL r, 0 0 0 0 0 0 0 0 0 SURFACES WITH KOPR-SHIELD BEFORE MATCHING. GROUNDING (E)HOME RUN GROUNDING WIRE SHALL BE B.FOR GROUND BOND STEEL..STEEL ONLY: A WITH ON TOOTH WASHER REMOVED AND(E)CHERRY INSULATORS BETWEEN LUG AND DISCONNECT COAT ALL SURFACES WITH KOPR-SHIELD. DETAILS SHALL BE REMOVED FROM ALL BUS BARS 3.PROVIDE DO NOT DISCONNECT TAG. NOTE:GROUND BARS AT BOTTOM OF TOWER/MONOPOLE SHALL ONLY USE EXOTHERMIC WELDS FOR LEAD TO BURIED GROUND RING.CONTRACTOR TO SHEET NO VERIFY BUSS BAR GROUNDING TO THE EQUIPMENT GROUNDING RING OR HALO AT BASE OF TOWER. C r 3.0 4 TYPICAL GRND. CONNECTIONS SCALE:NTS(11X17) - 5 TWO HOLE LUG CONNECTION SCALE:NTS(11 X17) 6 NOT USED SCALE:NTS(22X34) SCALE:NTS(22X34) GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES 23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE,THE LATEST 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. 24.DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK-BREAK e . EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE ENCLOSURES.AS REQUIRED BY EXPOSURE TYPE. Sprint SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, N.N> 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS POSSIBLE,AFTER THE 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).THE DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT PORTION OF WORK,UNTIL HE SUCH AS"NO-OXIDE A"BY DEARBORNE CHEMICAL CO.COAT ALL WIRE SURFACES BEFORE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION 'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. CONNECTING.EXPOSED COPPER SURFACES,INCLUDING GROUND BARS,SHALL BE TREATED-NO • AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBSTITUTIONS. PROCEEDING WITH CONSTRUCTION. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS 26.RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2-1990. S I1 I.I S U I.I(; 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS TO THE COST THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT FIXTURES,ETC., CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD THAT ARE PART OF THE FINAL SYSTEM.SHALL BE VERIFIED BY THE CONTRACTOR,PRIOR TO HE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD.ALL CONDUIT BENDS SHALL 1=MR IOOIIOIR MK CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN SUBMITTAL OF HIS BID.FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE BE A MINIMUM OF 2 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED.SHALL MEET UL-6 FOR 1.3.101011.13I 71081-4174 PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. ' ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL COAT ALL THREADS WITH'BRITE ZINC'OR'GOLD CALV. ' CROWN I 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY CODES AND LOCAL ORDINANCES OF THE LOCAL POWER&TELEPHONE COMPANIES HAVING 27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 1 f iii- CODES OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED T0: y� 1 l f APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE A.UL-UNDERWRITERS LABORATORIES 28.CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THWN DRAWINGS. B. NEC-NATIONAL ELECTRICAL CODE INSULATION,600 VOLT,COLOR CODED.USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO.8 AWG.USE STRANDED CONDUCTORS FOR WIRE ABOVE NO.8 AWG. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN C.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. EQUIPMENT IS REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, D. OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT 29.CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE INSULATED SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS E. IBC-INTERNATIONAL BUILDING CODE TWIST-ON CONNECTORS FOR NO.10 AWG AND SMALLER.USE SOLDERLESS MECHANICAL TERMINAL AND/OR DESIGN INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING HE WORK. F. NFPA-NATIONAL FIRE CODES LUGS FOR NO.8 AWG AND LARGER. CdSCdCild PM 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 5501 NE 109TH ER.WA SUITE A-2 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT 30.SERVICE:240/120V,SINGLE PHASE,3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. VANCOUVER.WA 98662 DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. LOCATIONS OF ALL EQUIPMENT,AND CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES OWNER OR OWNERS AGENT WILL APPLY FOR POWER. PH:360.885.9200 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AND LOCATIONS WHEN NEEDED. 31.TELEPHONE TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR 5. EXISTING SERVICES:CONTRACTOR SHALL NOT INTERRHPT EXISTING SERVICES WITHOUT WRITTEN INDICCPTATED ED SERVICE:ON DRAWINGS. CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS NGS. IDENTIFIED BY THE CONTRACT DOCUMENTS. PERMISSION OF GDR. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2'DEPTH. 6 ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS.FEES,INSPECTIONS AND TESTING.CONTRACTOR IS -1. TO TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING 33.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12"BELOW GROUND U) 5� GI NEB% UNDER CONTRACT,UNLESS OTHERWISE NOTED. EQUIPMENT. AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ G 0\ N IO "CAUTION BURIED ELECTRIC"OR"BURIED TELECOM". 7. THE TERM"PROVIDE"USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS,INDICATES THAT ', 18 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND Wy Cr Q� y BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL FURNISH AND INSTALL. 34.ALL BOLTS SHALL BE STAINLESS STEEL. r 1 WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. Ci 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE 35.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL xx 10.CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS LUG SIZE RESTRICTIONS,CONDUIT ENTRY,SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE CODES AND ALL LOCAL AND STATE CODE,LAWS AND ORDINANCES.PROVIDE ALL COMPONENTS LV . " % GON AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. OWNERS'CONFIRMATION,ETC.ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY WORK. • 11.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS 36.CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER , O�q) -18 20010A IT MAY RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 9. MINIMUM WIRE SIZE SHALL BE#12 AWG.NOT INCLUDING CONTROL WIRING,UNLESS NOTED SERVICE LINE TO THE METER BASE.POWER SERVICE REQUIREMENT IS COMMERCIAL.AC NOMINAL Q` , t OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 120/208 VOLT OR 120/240 VOLT,SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. ` L 12.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS - - ' - RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 10.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY WITH THREADED HUBS IN 37.CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE I CPM PROJECT NO 7317 REGULATIONS TAKE PRECEDENCE. WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 13.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS, PRELIMINARY 11.17 IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. 38.CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT PIPING ETC.AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANY SPECIFICATIONS. NO. DATE D/C DESCRIPTION SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER 0 01-14-14 CB/BU 90%CD REVIEW 14.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR ORDER. COMPANY. PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS.ETC.,MUST BE CLEARLY _ UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY 12.ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED,AS REQUIRED BY 39.LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER.CONTRACTOR SHALL CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT SPECIFICATION,SET FORTH BY SPRINT. COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. SUBMITTAL KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. NO. DATE D/C DESCRIPTION 13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, 40.UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH.ALL 0 02-20-14 CL/BU BP SUBMITTAL 15.REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH WORKMANLIKE MANNER.THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND AND BLEND IN WITH ADJACENT SURFACES. REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. • 16.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE 41.ALL TELCO CONDUIT LINES SHALL BE 4"SCH.40 PVC CONDUIT UNLESS OTHERWISE INDICATED.THE SITE NUMBER MATERIALS. PROGRESS OF CONSTRUCTION. TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO END 17.KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH. 15.CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD CAP OFF A7ND PROVIDE MARKER STAKE PAINTED BRIGHTT ORANGE WI HIDESIGNATTION FOROTELCO P054XC009 EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. OF NOT LESS THAN TWO YEAR FROM DATE OF CUSTOMER'S ACCEPTANCE. SERVICE. CCI SITE#879600 LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY SITE NAME NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF 16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE WITHIN 42.CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BULL M O U NTAI N CONSTRUCTION. 48 HOURS AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE BE STUBBED AND CAPPED AT 6"ABOVE GRADE OR PLATFORM.IF SERVICE LINES CAN'T BE INSTALLATION,WHICH MAY HAVE BEEN DAMAGED THEREIN. INSTALLED INITIALLY,PROVIDE NYLON PULL CORD IN CONDUITS. 18.MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE SITE ADDRESS MANUFACTURERS RECOMMENDATIONS. 17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST 43.THE SPRINT CABINET.INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL,SHALL BE PROVIDED BY 12390 SW SCHOLLS FERRY PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. OWNER AND INSTALLED BY THE CONTRACTOR.CONTRACTOR IS TO INSTALL BREAKER(S)NOT TIGARD,OR 97223 19.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH PROVIDED BY MANUFACTURER.SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER THE EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE 18.PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND DEVICES REQUIREMENTS. ' DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT FOR ALL OUTLETS AS INDICATED. TO THE APPROVAL OF THE ENGINEER. 44.LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL SHEETTTRE 19.DITCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT CONTRACTOR. 20.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION.REFER TO NOTES AND CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH REQUIREMENTS,EXCAVATION,AND BACKFILLING. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.ANY GENERAL JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS • COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 20.MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND FUNCTIONS.THE SCOPE OF WORK,OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE NOTES 21.LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND SHALL APPEAR ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED THE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION,NOT NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING REQUIREMENTS OF THE NEC,NEMA AND IEEE. AFTER THE CONTRACT HAS BEEN AWARDED. • CONSTRUCTION IS COMPLETE.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS 21 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF 46.LOCATION OF EQUIPMENT,CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. SHEET NO. 1 ANY/ALL LIGHTING FIXTURES,SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. 22.CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR CONSTRUCTION MANAGER PRIOR TO INSTALLATION. THE ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY 47.THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE.EXACT LOCATION AND ROUTING G N 1 COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL SHALL BE PER EXISTING FIELD CONDITIONS. AUTHORITIES. CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE'CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. ELECTRICAL NOTES CONT. ANTENNA & HYBRID CABLE NOTES ENVIRONMENTAL NOTES CONT. 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 1. VERIFY EACH HYBRID CABLE LENGTH,ROUTING,DIAMETER,COLOR CODING AND ALL 3. CONTRACTOR SHALL INSTALUCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING APPURTENANCES WITH GDIT. • • WITH AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. S r'�� )0„, 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE TH NEC TABLE 346-10.NO RIGHT u r ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12"MINIMUM INSIDE SWEEPS FOR 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4.EXCESS CABLE LENGTHS TO BE 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR IS RESPONSIBLE r ALL CONDUITS 2"OR LARGER. DRESSED IN A MANNER APPROVED BY GDIT.CABLES CANNOT BE CUT TO FIT. FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION.ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. • 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S BUSHINGS. (SPRINT)SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF S I`I.I S(J I 1(, 51. ALL WIRE SHALL BE'TYPE THWN,SOLID.ANNEALED COPPER UP TO SIZE 1/10 AWG(18 AND LARGER 4. EXCESS TOP 15'HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDR, SITE DRAINAGE.ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE SHALL BE CONCENTRIC STRANDED)75 DEGREE C,(167 DEGREES F),98°CONDUCTIVITY.MINIMUM#12. CANNOT BE COILED,MUST BE SECURED TO TOWER MOUNTS. CORRECTED AT THE CONTRACTORS EXPENSE. 1701 WAIT 10011018 OO7R 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1&IN ACCORDANCE WITH 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL IOOIY 11,TX 70007-41f4 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES.J-BOXES,EQUIPMENT BOXES AND CABINETS WITH SPRINT SPECIFICATIONS. SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. APPROVED PLASTIC TAGS,ACTION CRAFT,BRADY,OR APPROVED EQUAL. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1&AS FOLLOWS: 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A , '-' CROWN N 53. ALL NEW MATERIAL SHALL HAVE A U.L.LABEL. MINIMUM.ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. LAS / E A.MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN 54. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION B. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. L�./ y TO CONFLICTS.VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. C. START COLOR BANDS 2"BEFORE MAIN CABLE END 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER.SEE HYBRID CABLE 55. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDR. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS 56. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND B. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE Cascadia PM NEC.THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. TO EXCEED 3'HORIZONTALLY OR 4 VERTICALLY OR THE CABLE MANUFACTURERS SPECIFICATIONS PATHS LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, PULLBOXES.AND ALL DISCONNECT SWITCHES,STARTERS.AND EQUIPMENT CABINETS. WHICHEVER IS LESS,WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE STRAW BALE SEDIMENT BARRIERS,AND CHECK DAMS. 5501 NE 109TH COURT,SUITE A-2 SUPPLIED STRUCTURAL SUPPORT. VANCOUVER.WA 98662 57. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS.DOCUMENT ANY AND ALL WIRING AND SITE WORK NOTES 10.RIP QUALITY RAP OF SIZES INDICATED DETRIMENTAL OF QUANTITY CLEAN,OF SOFT,SOUND,DURABLE,ELDNIFOR OR H 360.885.9200 EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT.SUBMIT AT SUBSTANTIAL COMPLETION. LAMINATED PIECES,DISINTEGRATED MATERIAL,ORGANIC MATTER,OIL,ALKALI,OR OTHER 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE DELETERIOUS SUBSTANCES. 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH NOTED. 1 ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED,BRANCH CIRCUITS 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. FOUNDATION, EXCAVATION AND BACKFILL NOTES 119.1.ligr - 'INSTALLED ON.AND PANEL FIELD LOCATIONS FED FROM(NO EXCEPTIONS.)PROVIDE SAMPLE FOR 7.0._1wa-MW..,v■a■ CONSTRUCTION MANAGERS APPROVAL. 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. In ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO GD GINF�Ste, 61. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH(ADA) ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, p C., �'N F' 0 AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN M 4/ 'Z 4. ALL EXISTING UTILITIES.FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE SOILS,AND WITHOUT THE PRESENCE OF POUNDING WATER.DEWATERING FOR EXCESS GROUND N Q 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING.DO BEEN PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD 1 WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY p- NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL.SLEEVES OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. • ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF LU ,' - MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE.FILL FOR FLOOR CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED . GON 1 INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF PENETRATIONS SHALL PREVENT PASSAGE OF WATER,SMOKE,FIRE AND FUMES.ALL MATERIAL SHALL EXISTING UTILITIES. INADEQUATE •BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE • BE UL APPROVED FOR THIS PURPOSE. UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH , O((11 )-18 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT(NEW AND EXISTING)SHALL BE FIELD VERIFIED START OF CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED `��p • NOJ R' WITH THE OWNERS REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN Of CONDUIT SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND TO STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL - - , X77 AND WIRE.ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA INSTRUCTION.AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. FURNISHED ON THE EQUIPMENT(THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE AND CORRECTED BY THE ARCHITECT/ENGINEER.FAILURE TO SECURE SUCH INSTRUCTION MEANS I CPM PROJECT NO. 7317 I FURNISHED ON AT THE TIME EQUIPMENT DESIGN DESIGN SOME THESE PLANS ARE CHARACTERISTICS MAY VARY FROM CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH, DEBRIS,AND SO FORTH PRIOR TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED PRELIMINARY DESIGN AS SHOWN ON THESE DRAWINGS). 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO MATERIALS SUCH AS EARTH,LOAM SANDY CLAY,SAND AND GRAVEL.OR SOFT SHALE,FREE FROM START OF CONSTRUCTION. CLODS OR LARGE STONES OVER 2 1/2"MAX DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN NO DATE D/C DESCRIPTION 64. LOCATION OF ALL OUTLET,BOXES,ETC.,AND THE TYPE OF CONNECTION(PLUG OR DIRECT)SHALL BE 7 ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY COMPACTED LAYERS. , 0 01-14-14 CB/BU 90%CD REVIEW CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS ANTENNA& COAX NOTES 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER BEFORE COMPACTION.EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS INTO EXISTING GRADES AT THE GRADING LIMITS. THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH SUBMITTAL ASTM D1557. 1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH,DIAMETER,ROUTING,COLOR CODING AND ALL 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE NO. DATE D/C DESCRIPTION APPURTENANCES WITH GDIT. PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK 0 02-20-14 CUBU BP SUBMITTAL HEALTH ADMINISTRATION(OSHA)REQUIREMENTS. FILLING. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN 10.STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING _ ESTIMATED ON SHEET A6.0.THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. PROCTOR DRY DENSITY. WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL ACTUAL ANTENNA CABLE LENGTH(S)MUST BE VERIFIED.COAXIAL CABLE SHALL BE PROVIDED BY GDIT. DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 817E NUMBER 11 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS,GROUNDED AS FOLLOWS: APPROVED ECLEAN FILLL FILL COMPACTED TO 95%OF STANDARD PROCTOR DENSITY.ACHIEVED BY FILLING WITH SPECIFIED ELEVATIONS NWHERE REQUIRED. P054XC009 PROVIDE SURFACE FILL GRAVEL TO ESTABLISH P054XC009 A. NEAR ANTENNA RAD CENTER ELEVATION, 12.ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE CCI SITE#879600 B. MIDDLE OF TOWER(MID-HEIGH OF ANTENNA),IF CABLE RUN IS OVER 200', WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT FABRIC TYPE:TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR BRE NAME C. BOTTOM OF TOWER, AN APPROVED EQUIVALENT,SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN D. AT MASTER GROUND BAR 3'-0"FROM MMBS-BBU CABINET 13.ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT BULL MOUNTAIN SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. ENGINEER. GREATER.ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR 817E ADDRESS GRAVEL AS SPECIFIED.I.E.FDOT TYPE No.57 FOR FENCED COMPOUND;FDOT TYPE No.67 FOR 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT 14.CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, ACCESS DRIVE AREA. 12390 SW SCHOLLS FERRY SPECIFICATIONS. THRASH.WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING TIGARD,OR 97223 CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL.DEBRIS,WET AND 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A4,RF-1 AND AS FOLLOWS: UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM 15.ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE GROUND SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO A.MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. PROTECTED BY THE GENERAL CONTRACTOR. 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. SHEET TITLE B. FREQUENCY COLOR BANDS SHALL BE 2'WIDE WITH NO SPACE BETWEEN COLORS. 16.ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY 10.WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED GENERAL C. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. COMPANY,TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER FOR THE FILL MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE, • D. START COLOR BANDS 2"BEYOND WEATHERPROOFING. THIS LOCATION. MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY NOTES . E. START SELECTOR COLOR NEXT TO END CONNECTORS. PRIOR TO PLACEMENT OF FILLS. - 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY GD RF ENGINEER.SEE ANTENNA ENVIRONMENTAL NOTES 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. CONSTRUCTION OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL _ 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE CONTRACTOR SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRHGATIONS AND WAVES. SHEET NO. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE 12.EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE /� ///�� TO EXCEED 3'OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF MATERIALS THAT ANY UNFAVORABLE PRIOTO REUSE.FU NOR ORGANIC MATTER. GRAVEL OTHER DELETERIOUS / A ' - SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. ADJACENT PROPERTIES,ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING V I V L FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE. MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE 10.PROVIDE AT LEAST 6"OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION FNDN, EXCAVATION AND BACKFILL NOTES CONT. STRUCTURAL CONCRETE NOTES WEATHERPROOFING NOTES CONT. 13.GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 318-08 AND THE SPECIFICATION FOR BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS CAST-IN-PLACE CONCRETE. STEP 8:WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE ° \> SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH.THIS TOP LAYER MUST BE WRAPPED Sprint COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL SHALL NOT BE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc' 3,000 PSI AT 28 DAYS UNLESS USING A SHINGLED EFFECT.THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. NOTED OTHERWISE. UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THIS TOP LAYER OF ELECTRICAL • 14.PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED TAPE MUST EXTEND TWO INCHES(THE TAPE WIDTH)PAST THE COLD SHRINK TUBE ONTO OPERATE.. OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC THE UNDERLYING CABLE.TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS UNLESS NOTED OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED ARE PRESENT,TAPE SHALL BE CUT WITH A SHARP KNIFE. S I I I.I S I J I J l; 15.DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE OTHERWISE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO 1. REQUIRED MATERIAL BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 13O1 PR LOOIIOIR OMM[ THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 3 INCHES WIDE. IMOIMMM04 1X 7OOY-4121 SHOWN OTHERWISE ON DRAWINGS: 16.ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS 2. REQUIRED TOOLS:KNIFE OR SCISSORS. CROWN TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY CONCRETE CAST AGAINST EARTH 3 IN. STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. TO REMOVE ALL GREASE AND DIRT.WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF ( 1 ( 1 ` CONCRETE EXPOSED TO EARTH OR WEATHER: BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 t ` ``7 `--t- #6 AND LARGER 2 IN. INCH.THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR STRUCTURAL STEEL NOTES #5 AND SMALLER 8 WWF 1 1/2 IN. AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE.TWO ROWS SHALL BE APPLIED,ONE IN EACH DIRECTION,WITH THE TOP 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: ROW SHINGLED TO PROMOTE WATER RUNOFF. CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: SLAB AND WALL 3/4 IN. W-SHAPES:ASTM A992.50 KSI BEAMS AND COLUMNS 1 1/2 IN. STEP 2:WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE(2 TO 3 ANGLES,BARS CHANNELS:ASTM A36,36 KSI INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY Cascadia PM HSS SECTIONS:ASTM 500,46 KSI 5. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O.IN ACCORDANCE APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE UITE NE 109TH COURT,PIPE SECTIONS:ASTM A53-E,35 KSI WITH ACI 301,LATEST EDITION,SECTION 4. TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE 5501 VANCOUVER,WA 98662 A-2 UNDERLYING CABLE.ON CONNECTORS,WHEN WEATHERPROOFING FROM THE MAIN LINE TO PH:360.885.9200 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8 LARGER IN DIAMETER THAN THE THE JUMPER,BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.LOCATE AND AVOID CUTTING EXISTING REBAR STEP 3:WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN.PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL BE TOUCHED UP. WRAPPED USING A SHINGLED EFFECT.THE TOP LAYER SHALL BE WRAPPED SO THAT THE 7. USE AND INSTALLATION OF CONCRETE EXPANSIONNVEDGE ANCHOR,SHALL BE PER ICC 8 ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"9 ASTM A 307 BOLTS UNLESS MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS _ NOTED OTHERWISE. OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL O 0� F,NG�NEF�s'i�, WEATHERPROOFING NOTES RUBBER TAPE ONTO THE UNDERLYING CABLE. c) 4/ y 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. N Cr 7 118 1 ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE CONCRETE MASONRY NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE WEATHERPROOFING CONNECTORS AND GROUND KITS: SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. X 3.6 A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER W Iroi u 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM COO,GRADE N-1, WEATHERPROOFING AND TAPE.THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE D. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: GON I ' MANUFACTURERS RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (F'M=1,500 PS).MEDIUM WEIGHT(115 PCF). 1. REQUIRED MATERIAL SELF-AMALGAMATING TAPE-1.5 INCHES WIDE AND BLACK ELECTRICAL (WHICHEVER IS GREATER).IF NO DIRECTION IS PROVIDED,WEATHERPROOFING MUST BE DONE TAPE-2 INCHES WIDE. j ��'18 WI • 2. MORTAR SHALL BE TYPE"S"(MINIMUM 1,800 PSI AT 28 DAYS). PER THE FOLLOWING INSTRUCTIONS. I. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD 2. REQUIRED TOOLS:KNIFE OR SCISSORS. �CCty . \NO 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR ___ EACH ROW BY APPROXIMATELY W AND EXTENDING PAST THE CONNECTION BY TWO INCHES TO REMOVE ALL GREASE AND DIRT. I CPM PROJECT NO 7317 I 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING AS DISCUSSED BELOW;OR WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF STEP 2: START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES PRELIMINARY ELECTRICAUBUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW;OR FROM THE CONNECTOR/GROUND KIT.MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF APPLICATION. NO. DATE D/C DESCRIPTION 1.5 INCH WIDE SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, 0 01-14-14 CB/BU 90%CD REVIEW 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS SHALL TAPE AS DISCUSSED BELOW. MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO BE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT. e. COLD SHRINK INSTALLATION PROCEDURE ITSELF. - 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT'UNITS. 1. REQUIRED MATERIAL COLD SHRINK TUBE,SPACERS AS NEEDED.BLACK ELECTRICAL TAPE-2 INCHES WIDE STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF SUBMITTAL B. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN 2 REQUIRED TOOLS:KNIFE AND TAPE MEASURE OVERLAP(0.75 INCH WIDE)LAYERS. NO DATE D/C DESCRIPTION EXCESS OF 4'-0"OF HEIGHT. STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR STEP 5:WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. ,0 02-20-14 CUBU BP SUBMITTAL TO REMOVE ALL GREASE AND DIRT.MARK THE MAIN FEED(LARGER DIAMETER)COAXIAL 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START STEP 6: TO TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE DIMENSION FOR THE COLD SHRINK. FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT.CUT THE TAPE USING KNIFE 10.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. STEP 2:SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGAMATING TAPE DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES.MAKE THE USING THUMB PRESSURE. SITE NUMBER 11.REINFORCING BARS-SEE NOTES UNDER"STRUCTURAL CONCRETE NOTES"FOR REQUIREMENTS. CONNECTION. STEP 3:REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE STEP 7:TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN P054XC009 12.PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND MASONRY DIRECTLY BEHIND THE CONNECTOR.REMOVE THE WAX PAPER FROM THE OTHER SPACER ALTERNATING DIRECTIONS.THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN CCI SITE#879600 UNITS. HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE PRESS THE SPACER HALVES TOGETHER.THE SPACER WILL BE PLACED NEXT TO THE REPELLED. SITE NAME 13.LOW LIFT CONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET. CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 8:WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL BULL MOUNTAIN STEP 4:SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH.THESE TOP TWO LAYERS MUST 14.ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN THE DIMENSION MARK.HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT ALSO BE WRAPPED USING A SHINGLED EFFECT.THE LAYERS SHALL BE WRAPPED SO THAT SITE ADDRESS DRAWINGS OR SPECIFICATIONS. THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE STEP 5:WITH YOUR FREE HAND,BEGIN REMOVING COLD SHRINK TUBE CORE.THE CORE WILL SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. 12390 GA D, OL97 FERRY 15.CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES . THESE TOP TIGARD, 97223 CONTAINING REINFORCING STEEL. BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE THE ATTACHED CORD AWAY FROM THE TUBE. SELF-AMALGAMATING TAPE ONTO THE UNDERLYING CABLE.ALL LAYERS OF TAPE SHALL BE 16.REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS,LAYING PATTER AND STEP 6:USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT.THE LAST WRAP OF TAPE JOINT TYPE. TUBE BEGINS TO COLLAPSE INTO POSITION.CONTINUE THE UNWINDING PROCESS UNTIL THE SHALL NOT BE PULLED OR STRETCHED.ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SHEET TITLE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. SCISSORS. 17.SAND SHALL BE CLEAN,SHARP AND WELL GRADED.FREE FROM INJURIOUS AMOUNTS OF DUST.LUMPS, STEP 7:EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES • SHALE,ALKAU OR ORGANIC MATERIAL. CAN BE REMOVED OR LEFT IN PLACE.EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT GENERAL OFF WITH A KNIFE. NOTES 18.BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. SHEET NO. GN-3 • DRAWING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF LINEAR FEET \` AGL ABOVE GRADE LEVEL MAX MAXIMUM Sprint AWG AMERICAN WIRE GAUGE MECH MECHANICAL • AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER APPROX APPROXIMATELY MIN MINIMUM diggP AZ AZIMUTH MISC MISCELLANEOUS 1701 UCW IX 75 1 -414 BLDG BUILDING MTL METAL `1�70062�1?< CM CONSTRUCTION MANAGER MTZL METALIZE(D) ��j/-(�j/�N CAB CABINET MW MICROWAVE / R�AY I + CL CENTERLINE NEC NATIONAL ELECTRICAL CODE ' CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPLICABLE CdSCddld PM CONC CONCRETE OC ON CENTER 5501 NE 109TH COURT SUITE A-2 VANCOUVER.WA 98662 PH 360.885.9200 COND CONDUIT OD OUTSIDE DIAMETER CONST CONSTRUCTION OP OVERHEAD POWER CONT CONTINUOUS OT OVERHEAD FIBER � CPM CASCADIA PM OPP OPPOSITE �� srirv,>•� D/C DRAFTER/CHECKER PL PROPERTY LINE Z BCD LNG I NFF� S/, DEMO DEMOLISH PLYWD PLYWOOD A O Q�(/v Y CA 7' 18 T-■ DIA DIAMETER PM PROJECT MANAGER CL DIM DIMENSION PROJ PROJECT DN DOWN PROP PROPERTY 1.1J •40'1/44'1' GO +� I DTL DETAIL PT PRESSURE TREATED 18 � DWG DRAWING RO ROUGH OPENING Q - A LW OI EA EACH ROW RIGHT OF WAY CPM PROJECT NO. 7317 ELECT ELECTRICAL RRH REMOTE RADIO UNIT PRELJMINARY ELEV ELEVATION REQ REQUIRED NO. DATE D/C DESCRIPTION 0 01-14-14 CB/BU 90%CD REVIEW EQ EQUAL SBTC SOLID BARE TINNED COPPER EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR SHT SHEET SUBMITTAL. NO. DATE D/C DESCRIPTION FIN FINISH SPEC SPECIFICATION 0 02-20-14 CUBU BP SUBMITTAL FLR FLOOR SQ SQUARE FT FOOT.FEET SS STAINLESS STEEL GA GAUGE STL STEEL SITE NUMBER GALV GALVANIZED STRUCT STRUCTURE.STRUCTURAL P054XC009 CCI SITE#879600 GC GENERAL CONTRACTOR TOC TOP OF CONCRETE SITE NAME GWB GYPSUM WALL BOARD TOM TOP OF MASONRY BULL MOUNTAIN GR GRADE THRU THROUGH SITE ADDRESS GRND GROUND TNND TINNED 12390 SW SCHOLLS FERRY TIGARD,OR 97223 HVAC HEATING.VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE HT HEIGHT UNO UNLESS NOTED OTHERWISE IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER GENERAL ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL SHEET NO INT INTERIOR WP WATERPROOF //�' A � JBOX JUNCTION BOX W/ WITH V V 4 LB(S) POUND(S) W/O WITHOUT 1oP2OILt - Date: December 13th, 2013 Glaus,Pyle,Schomer,Burns& DeHaven,Inc.,dba Glaus,Pyle, Cathy Garziano Schomer.Bums&DeHaven.PC Crown Castle 520 S. Main St., Suite 2531 5350 North 48th Street Suite 305 Akron, OH 44311 Chandler, AZ 85226 (614) 859-1607 (480) 735-6952 dpalkovic @gpdgroup.com Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co-Locate Scenario 2.5 B Carrier Site Number: P054XC009 Carrier Site Name: Scholls Ferry/Bull MT/Qwest Crown Castle Designation: Crown Castle BU Number: 879600 Crown Castle Site Name: Scholls Ferry/Bull MT/Qwest Crown Castle JDE Job Number: 251930 Crown Castle Work Order Number: 684027 Crown Castle Application Number: 206127 Rev. 1 Engineering Firm Designation: GPD Group Project Number: 2013777.879600.02 Site Data: 12390 SW Scholls Ferry, TIGARD, Washington County, OR 97223 Latitude 45°26'34.3", Longitude -122°48'13" 80 Foot—Andrew Monopole Tower Dear Ms. Cathy Garziano, Glaus, Pyle, Schomer, Burns & De Haven Inc., bda Glaus, Pyle, Schomer, Burns & De Haven, P.C. is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 600772, in accordance with application 206127, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and the 2010 Oregon Structural Specialty Code based upon a wind speed of 95 mph 3-second gust, exposure category C with topographic category 1, and crest height of 0 feet. We at GPD Group appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us acall. D PROF`cs Respectfully submitted by: � G i N E S, 85692PE OREGON 12/13/2013 John N. Kabak, P.E. SEAT 13 P1� Oregon#: 85692PE ✓O/yN N. 1k's. WV/ Glaus,Pyle,Schomer,Burns&De Haven Inc.,bda Glaus,Pyle,Schomer,Burns&De Haven,P.C. 520 South Main Street.Suite 2531.Akron,Ohio 44311.330-572-2100.Fax 330-572-2101.www.GPDGroup.com Crown Castle USA, Inc. December 13th, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3- Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.1.3.1 Crown Castle USA, Inc. December 13th, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 3 1) INTRODUCTION The existing 80' monopole has two major sections connected with a bolted flange connection at 40'. Each tower section has a constant round cross-section. The top section has a diameter of 24" and the bottom 36". The structure is galvanized and has no tower lighting. The 80' monopole was originally designed for Bechtel by Andrew Corporation in 1997. The original design load for the tower was for a 90 mph wind speed in accordance with EIA/TIA-222-F. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures and the 2010 Oregon Structural Specialty Code using a 3-second gust wind speed of 95 mph with no ice, 30 mph with 1 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Seismic loads were considered using a substantiated analysis utilizing the TIA-222-G standard. Based on section 2.7.3 of the TIA-222-G standard the seismic effects may be ignored due to the earthquake spectral response acceleration at short periods (Ss) for this site being less than or equal to 1.00. The wind effects control the tower loading. Table 1 - Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) KMW 3 Commun ations ET-X-WM-18-65-8P Co. 1 Powerwave P40-16XLPP-RR Technologies 2 Powerwave P65-16-XLPP-RR Technologies r- Samsung 3 Telecommunications! 2.5GHz RRH-V3 78.0 79.0 3 1-7/16 1 3 Samsung OPTIC FIBER Telecommunications JUNCTION CYLINDER 3 Samsung POWER JUNCTION Telecommunications CYLINDER { 3 Samsung Telecommunications RRH-C2C w/EXT FILTER l Samsung 3 Telecommunications RRH-P4 Notes: 1) See Appendix B for the proposed coax layout tnxTower Report-version 6.1.3.1 Crown Castle USA, Inc. December 13th, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 4 Table 2- Existing and Reserved Antenna and Cable Information • Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Manufacturer ft Antennas Lines Size(in) 2 CSA Wireless PCSA090-19-0 KMW 79.0 1 Communications HB-X-AW-18-45-OOT 6 7/8 1 78.0 1Commtnn ations 1 HB-X-AW-19-65-00T 78.0 Side Arm Mount[SO 701-3] 1 i Side Arm Mount[SO 310-3] 72.0 3 EMS Wireless RR45-19-04DPL4 70.0 .... 1...._..._. Rad.___.... AIRMUX-200 ................... 6 1-5/8 70.0 1 j r T-Arm Mount[TA 602-3] 58.0—F 1 Andrew [ VHLP2-23 r1 i Andrew VHLP1-23 57.0 -------- 57_ 1 Andrew VHLP2-23 r 56.0 1 VHLP1-23 4 5/16 55.0 r----- 3 Kathrein 840 10057 4 1/2 4 J Dragonwave Horizon DUO 55.0 3 INextnet Wireless� - BTS-2500 . r 1 ( Pipe Mount[PM 601-3] 43.0 1 Trimble 1 ACUTIME 2000 40.0 �___.-...___ __�_... 1 1/2 40.0 1 ?Side Arm Mount SO 701-1 18.0 22.0 1 Trimble I ACUTIME 2000 1 1/2 18.0 1 I Side Arm Mount[SO 701-1] 1 Notes: 1) Existing equipment to be removed,not considered in this analysis. Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 77.5 77.5 9 , ALP9212 on 6 Sectorized Mount r i i 67.5 67.5 9 ALP9212 on 6' Sectorized Mount I I l tnxTower Report-version 6.1.3.1 Crown Castle USA, Inc. December 13th, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 5 3)ANALYSIS PROCEDURE Table 4- Documents Provided Document Remarks Reference Source Geotechnical Report GeoEngineers Project#: 5408-001-01, Doc ID#: 1990620 CCISITES Task 6, dated 2/7/1996 Global Signal GeoPhysical Map Foundation Mapping & (w/Andrew Foundation Calcs), Doc ID#: 1988299 CCISITES Calculations dated 5/5/2006 Global Signal Monopole Mapping Tower Mapping &Calculations (w/Andrew Tower Calcs), Doc ID#: 1990617 CCISITES dated 5/5/2006 Crown Castle Engineering Project#: Previous Structural Analysis 553632, dated: 11/26/2012 Doc ID#: 3381646 CCISITES 3.1) Analysis Method tnxTower(version 6.1.3.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by TIA-222-G. 5) Mount sizes, weights, and manufacturers are best estimates based on site photos provided and were determined without the benefit of a site visit by GPD. 6) All member connections and foundation steel reinforcing are assumed designed to meet or exceed the load carrying capacity of the connected member and surrounding soils respectively unless otherwise specified in this report. 7) All equipment model numbers, quantities, and centerline elevations are as provided in the CCI CAD package dated 12/04/2013 with any adjustments as noted below. a) (1)'/" coax installed to the 40' level per tower pictures. This analysis may be affected if any assumptions are not valid or have been made in error. GPD should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 6.1.3.1 Crown Castle USA, Inc. December 131i', 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 6 4) ANALYSIS RESULTS Table 5- Section Capacity (Summary) Section• Critical 4''Pauow No Elevation(ft)(Component Type Size Element P(K) (K) Capacity' Pass!Fail L1 80-40 Pole P24x3/8 1 -8.17 1252.46 33.8 i Pass 40 0 Pole P30x318 2 -14.68 1478.58 56.4 Pass !Summary Pole(L2) 56.4 Pass j Rating= j 56.-4-T— Pass I Table 6 -Tower Component Stresses vs. Capacity— LC5 Notes Component Elevation (ft) % Capacity Pass I Fail 1 Flange Bolts 40 43.9 Pass 1 Flange Plate 40 40.9 Pass 1 Anchor Rods 0 32.6 Pass 1 Base Plate 0 51.8 Pass 1 Base Foundation Structure ( 0 I 44.6 Pass 1 Base Foundation Soil Interaction 0 22.0 Pass Structure Rating (max from all components)= 56.4% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 4.1) Recommendations The design of the existing tower and its foundation are sufficient for the proposed loading and do not require modifications. tnxTower Report-version 6.1.3.1 I Crown Castle USA, Inc. December 13th, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 7 5) DISCLAIMER OF WARRANTIES GPD GROUP has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD GROUP in connection with this Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members(above and below ground). No allowance was made for loose bolts or cracked welds. GPD GROUP does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD GROUP provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD GROUP, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. GPD GROUP makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD GROUP will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD GROUP pursuant to this report will be limited to the total fee received for preparation of this report. tnxTower Report-version 6.1.3.1 Crown Castle USA, Inc. December le, 2013 80 Ft Monopole Tower Structural Analysis CC/BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 8 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.1.3.1 80.0 ft I DESIGNED APPURTENANCE LOADING TYPE —[ ELEVATION TYPE ELEVATION " L'pntning Rad 4'x518' BO RR45-19-04DPL4 w/Mount Pipe 70 Side Ann Mount[S0 701-3] 78 RFi45-19-04DPL4 w/Mount Pipe 70 Side Arm Mount[SO 310-3] 78 RR45.19-04DPL4 w/Mount Pipe 70 ET-X-WM-18-65-8Pw/Mount Pipe 78 AIRMUX-200 70 • ET-X-W M-18-65-8P w/Mount Pipe 78 (2)Pipe Mount 5'x2.375- 70 ' ET-X-WM-18-65-8Pw/Mount Pipe 78 (2)Pipe Mount 5'x2.375' 70 P40-16XLPP-RR w/Mount Pipe 78 (2)Pipe Mount 5'x2.375' 70 P65-16-XLPP-RR w/Mount Pipe 78 Pipe Mount[PM 601.3] 55 P65-16-XLPP-RR w/Mount Pipe 78 840 10057 w/Mount Pipe 55 2.5GHz RRH-V3 78 840 10057 w/Mount Pipe 55 2.56HZ RRH-V3 78 840 10057 w/Mount Pipe 55 2.5GH2 RRH-V3 78 BTS-2500 55 OPTIC FIBER JUNCTION CYLINDER 78 BTS-2500 55 OPTIC FIBER JUNCTION CYLINDER 78 BTS-2500 55 OPTIC FIBER JUNCTION CYLINDER 78 Horizon DUO 55 POWER JUNCTION CYLINDER 78 (2)Horizon DUO 55 POWER JUNCTION CYLINDER 78 Horizon DUO 55 ° POWER JUNCTION CYLINDER 78 VHLP1-23 55 RRH-P4 78 VHLP2-23 55 RRH-P4 78 VHLP1-23 55 RRH-P4 78 VHLP2-23 55 ?Il° RRH-C2C w/EXT FILTER 78 Side Arm Mount[SO 701-1i 40 RRH•C2C w/EXT FILTER 78 ACUTIME 2000 40 RRH-C2C w/EXT FILTER 78 Side Arm Mount[S0 701-1] 18 T-Arm Mount[TA 602-3] 70 ACUTIME 2000 18 MATERIAL STRENGTH GRADE Fy Fu GRADE I Fy I Fu A572-50 50 ksi 65 kW TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-G Standard. 4o.on 0 3. Tower designed for a 95 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:56.4% a g e ALL REACTIONS ARE FACTORED AXIAL 30K SHEAR"----N\\ MOMENT 1 K( J j 82kip-ft TORQUE 0 kip-ft 30 mph WIND-1.0000 in ICE AXIAL 15 K SHEAR/ \ MOMENT 10 K 1 ` 610 kip-It 0.0 e • : TORQUE 1 kip-ft REACTIONS-95 mph WIND iiiN GPD Group '°b SCHOLLS FERRY,BULL MT/QWEST, BU#:87960C 520 S. Main St. P'°'�`t 201977767ssoo.o2 '�� Akron,OH 44311 Client:Crown Castle USA,Inc. Drawnby:MSaid App'd: Consulting Engineers Phone:(330)572-2100 `otle' TIA-222-G Date:12/13/13 Scale NTS FAX:(330)572-2102 Path:\UKRN05.optico.com\TELECOM\Crown\879600,02\TNx\879800.e,Dwg N0.E-1 Feed Line Distribution Chart 0'-80' Round Flat App In Face App Out Face ..�.......w.,.,..,..<.,.,w.n,. Truss Leg Face A Face B Face C 80.00 78.00 78.00 70.00. __, 70.00 55.00 55.00 N g 3 . o » 1 a ii N. ✓ —L, —-—f i'- 43.00 43.00 a t; U N •0 40_00_w _ 40.00 __ _ 40.00 40.00 R▪I P d W J m b I a rt / 1i N E.F. 18.00 `" 18.00 g J: 8.00 0 8.00 3.00 3.00 0.00 0.00 • GPD Group '°b SCHOLLS FERRY/BULL MT/QWEST,BU#:87960C 520 S. Main St. Project'2013777.87960a02 "�'� Akron,OH 44311 Ghent:Crown Castle USA,Inc. Drawn bY MSaid AQp'd: Consulting Engineers Phone:(330)572-2100 Cef TIA-222-G °818 12113!13 Scale: NTS od FAX:(330)572-2102 Path'\,AKRNOS.gpdco.com:TELECOM■Crown■879600\021TNIR879600 Or°wg No E7 Crown Castle USA, Inc. December 131h,2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02. Application 206127, Revision 1 Appendix A Page 3 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: 1. Tower is located in Washington County,Oregon. 2. Basic wind speed of 95 mph. 3. Structure Class II. 4. Exposure Category C. 5. Topographic Category 1. 6. Crest Height 0.00 ft. 7. Nominal ice thickness of 1.0000 in. 8. Ice thickness is considered to increase with height. 9. Ice density of 56 pcf. 10. A wind speed of 30 mph is used in combination with ice. 11. Temperature drop of 50°F. 12. Deflections calculated using a wind speed of 60 mph. 13. A non-linear(P-delta)analysis was used. 14. Pressures are calculated at each section. 15. Stress ratio used in pole design is 1. 16. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals Ni Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification I Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios Use Clear Spans For KLr SR Leg Bolts Resist Compression 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice I Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz NI Use Azimuth Dish Coefficients I/ Consider Feedline Torque Use Special Wind Profile I Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends If Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Use TIA-222-G Tension Splice Capacity Exemption Crown Castle USA, Inc. December lath,2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Appendix A Page 4 Pole Section Geometry Section Elevation Section Pole Pole Socket Length Length Size Grade ft ft ft L l 80.00-40.00 40.00 P24x3/8 A572-50 (50 ksi) L2 40.00-0.00 40.00 P30x3/8 A572-50 (50 ksi) Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Ai Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft ft2 in in in Ll 80.00-40.00 1 l I L2 40.00-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Total Number Start/End Width or Perimeter Weight Type Number Per Row Position Diameter ft in in plf 9207(5/16") B Surface Ar(CaAa) 55.00-40.00 4 2 0.000 0.3300 0.60 • 0.000 LDF4-50A(1/2") A Surface Ar(CaAa) 55.00-40.00 4 1 -0.100 0.6300 0.15 -0.100 LDF4-50A(1/2") B Surface Ar(CaAa) 18.00-3.00 1 1 0.000 0.6300 0.15 0.000 Climbing Pegs A Surface Ar(CaAa) 80.00-8.00 1 1 -0.500 0.1500 0.31 0.500 Safety Line 3/8 A Surface Ar(CaAa) 80.00-8.00 1 1 0.000 0.3750 0.22 0.000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CaAa Weight or Shield Type Number Leg ft ft2/ft plf TYPE 2(1-7/16) A No Inside Pole 78.00-3.00 3 No Ice 0.00 0.60 1/2"Ice 0.00 0.60 1"Ice 0.00 0.60 LDF7-50A(1-5/8") B No Inside Pole 70.00-3.00 6 No Ice 0.00 0.82 1/2"Ice 0.00 0.82 I"Ice 0.00 0.82 LDF2-50A(3/8") B No Inside Pole 70.00-3.00 1 No Ice 0.00 0.08 1/2"Ice 0.00 0.08 1"Ice 0.00 0.08 9207(5/16") B No Inside Pole 40.00-3.00 4 No Ice 0.00 0.60 1/2"Ice 0.00 0.60 1"Ice 0.00 0.60 LDF4-50A(1/2") A No Inside Pole 40.00-3.00 4 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 2"Flex Conduit B No Inside Pole 40.00-3.00 2 No Ice 0.00 0.32 1/2"Ice 0.00 0.32 - 1"Ice 0.00 0.32 2"Flex Conduit B No Inside Pole 55.00-40.00 1 No Ice 0.00 0.32 1/2"Ice 0.00 0.32 1"Ice 0.00 0.32 Crown Castle USA, Inc. December 131h,2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 • Project Number 2013777.879600.02,Application 206127, Revision 1 Appendix A Page 5 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR A CAAA CAAA VV eight Section Elevation In Face Out Face ft .ft2 ft2 ft2 ft2 K LI 80.00-40.00 A 0.000 0.000 3.045 0.000 0.10 B 0.000 0.000 0.990 0.000 0.19 C 0.000 0.000 0.000 0.000 0.00 L2 40.00-0.00 A 0.000 0.000 1.680 0.000 0.11 B 0.000 0.000 0.945 0.000 0.30 C 0.000 0.000 0.000 0.000 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR A CAAA CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft2 fY ft2 ft2 K LI 80.00-40.00 A 2.124 0.000 0.000 43.410 0.000 1.02 B 0.000 0.000 9.204 0.000 0.30 C 0.000 0.000 0.000 0.000 0.00 L2 40.00-0.00 A 1.909 0.000 0.000 26.116 0.000 0.43 B 0.000 0.000 6.672 0.000 0.39 C 0.000 0.000 0.000 0.000 0.00 Feed Line Center of Pressure Section Elevation CPx CPZ CPx CPZ Ice Ice ft in in in in - L 80.00-40.00 -0.0698 -0.0676 -0.6006 -0.4919 L2 40.00-0.00 -0.0232 -0.0486 -0.4360 -0.4273 Shielding Factor Ka Tower Feed Line Description Feed Line ' K K„ Section Record No. Segment Elev._ No Ice Ice L1 6 9207(5/16") 40.00-55.00 1.0000 1.0000 L1 8 LDF4-50A(1/2") 40.00-55.00 1.0000 1.0000 LI 12 Climbing Pegs 40.00-80.00 1.0000 1.0000 LI 13 Safety Line 3/8 40.00-80.00 1.0000 1.0000 L2 1 I LDF4-50A(1/2") 3.00-18.00 1.0000 1.0000 L2 12 Climbing Pegs 8.00-40.00 1.0000 1.0000 L2 13 Safety Line 3/8_ 8.00-40.00 1.0000 1.0000 Crown Castle USA, Inc. December 13th,2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 - Project Number 2013777.879600.02,Application 206127, Revision 1 Appendix A Page 6 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement C,A, CAA,, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft fr ft2 K ft ft Lightning Rod 4'x5/8" C From Leg 0.00 0.0000 80.00 No Ice 0.25 0.25 0.00 0.00 1/2"Ice 0.66 0.66 0.01 2.00 1"Ice 0.97 0.97 0.01 Side Arm Mount[SO 701-3] C None 0.0000 78.00 No Ice 2.83 2.83 0.20 1/2"Ice 3.92 3.92 0.24 1"Ice 5.01 5.01 0.28 Side Arm Mount[SO 310-3] C None 0.0000 78.00 No Ice 6.70 6.70 0.17 1/2"Ice 10.11 10.11 0.25 1"Ice 13.52 13.52 0.34 ET-X-WM-18-65-8P w/Mount Pipe A From Leg 4.00 0.0000 78.00 No Ice 7.35 4.43 0.06 0.00 1/2"Ice 7.92 5.32 0.11 1.00 1"Ice 8.46 6.08 0.17 ET-X-WM-18-65-8P w/Mount Pipe B From Leg 4.00 0.0000 78.00 No Ice 7.35 4.43 0.06 0.00 1/2"Ice 7.92 5.32 0.11 1.00 1"Ice 8.46 6.08 0.17 ET-X-WM-18-65-8P w/Mount Pipe C From Leg 4.00 0.0000 78.00 No Ice 7.35 4.43 0.06 0.00 1/2"Ice 7.92 5.32 0.11 1.00 1"Ice 8.46 6.08 0.17 P40-16XLPP-RR w/Mount Pipe A From Leg 4.00 0.0000 78.00 No Ice 9.37 4.83 0.07 • 0.00 1/2"Ice 9.91 5.57 0.14 1.00 1"Ice 10.45 6.27 0.21 P65-I6-XLPP-RR w/Mount Pipe B From Leg 4.00 0.0000 78.00 No Ice 8.40 6.13 0.07 0.00 1/2"Ice 8.95 7.07 0.13 1.00 1"Ice 9.51 7.90 0.20 P65-16-XLPP-RR w/Mount Pipe C From Leg 4.00 0.0000 78.00 No Ice 8.40 6.13 0.07 0.00 1/2"Ice 8.95 7.07 0.13 1.00 1"Ice 9.51 7.90 0.20 2.5GHz RRH-V3 A From Leg 4.00 0.0000 78.00 No Ice 2.80 1.42 0.06 0.00 1/2"Ice 3.03 1.59 0.08 1.00 I"Ice 3.26 1.76 0.10 2.5GHz RRH-V3 B From Leg 4.00 0.0000 78.00 No Ice 2.80 1.42 0.06 0.00 1/2"Ice 3.03 1.59 0.08 1.00 1"Ice 3.26 1.76 0.10 2.5GHz RRH-V3 C From Leg 4.00 0.0000 78.00 No Ice 2.80 1.42 0.06 0.00 1/2"Ice 3.03 1.59 0.08 1.00 1"Ice 3.26 1.76 0.10 OPTIC FIBER JUNCTION CYLINDER A From Leg 4.00 0.0000 78.00 No Ice 0.45 0.45 0.00 0.00 1/2"Ice 0.55 0.55 0.01 1.00 1"Ice 0.67 0.67 0.01 OPTIC FIBER JUNCTION CYLINDER B From Leg 4.00 0.0000 78.00 No Ice 0.45 0.45 0.00 0.00 1/2"Ice 0.55 0.55 0.01 1,00 1"Ice 0.67 0.67 0.01 OPTIC FIBER JUNCTION CYLINDER C From Leg 4.00 0.0000 78.00 No Ice 0.45 0.45 0.00 0.00 1/2"Ice 0.55 0.55 0.01 1.00 1"Ice 0.67 0.67 0.01 POWER JUNCTION CYLINDER A From Leg 4.00 0.0000 78.00 No Ice 0.43 0.43 0.00 0.00 1/2"Ice 0.53 0.53 0.01 1.00 1"Ice 0.64 0.64 0.01 POWER JUNCTION CYLINDER B From Leg 4.00 0.0000 78.00 No Ice 0.43 0.43 0.00 0.00 1/2"Ice 0.53 0.53 0.01 1.00 1"Ice 0.64 0.64 0.01 POWER JUNCTION CYLINDER C From Leg 4.00 0.0000 78.00 No Ice 0.43 0.43 0.00 0.00 1/2"Ice 0.53 0.53 0.01 • 1.00 1"Ice 0.64 0.64 0.01 RRH-P4 A From Leg 4.00 0.0000 78.00 No Ice 3.19 2.07 0.06 0.00 1/2"Ice 3.44 2.29 0.08 1.00 1"Ice 3.70 2.52 0.11 RRH-P4 B From Leg 4.00 0.0000 78.00 No Ice 3.19 2.07 0.06 0.00 1/2"Ice 3.44 2.29 0.08 1.00 1"Ice 3.70 2.52 0.11 RRH-P4 C From Leg 4.00 0.0000 78.00 No Ice 3.19 2.07 0.06 Crown Castle USA, Inc. December 13`h, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Appendix A Page 7 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft 0.00 1/2"Ice 3.44 2.29 0.08 1.00 1"Ice 3.70 2.52 0.11 RRH-C2C w/EXT FILTER A From Leg 4.00 0.0000 78.00 No Ice 3.09 5.54 0.05 0.00 1/2"Ice 3.35 5.86 0.09 1.00 1"Ice 3.61 6.19 0.13 RRH-C2C w/EXT FILTER B From Leg 4.00 0.0000 78.00 No Ice 3.09 5.54 0.05 0.00 1/2"Ice 3.35 5.86 0.09 1.00 1"Ice 3.61 6.19 0.13 RRH-C2C w/EXT FILTER C From Leg 4.00 0.0000 78.00 No Ice 3.09 5.54 0.05 0.00 1/2"Ice 3.35 5.86 0.09 1.00 1"Ice 3.61 6.19 0.13 T-Arm Mount[TA 602-3] C None 0.0000 70.00 No Ice 11.59 11.59 0.77 1/2"Ice 15.44 15.44 0.99 1"Ice 19.29 19.29 1.21 RR45-19-04DPL4 w/Mount Pipe A From Face 4.00 0.0000 70.00 No Ice 5.84 3.28 0.04 0.00 1/2"Ice 6.29 3.88 0.08 2.00 1"Ice 6.76 4.50 0.13 RR45-19-04DPL4 w/Mount Pipe B From Face 4.00 0.0000 70.00 No Ice 5.84 3.28 0.04 0.00 1/2"Ice 6.29 3.88 0.08 2.00 1"Ice 6.76 4.50 0.13 RR45-19-04DPL4 w/Mount Pipe C From Face 4.00 0.0000 70.00 No Ice 5.84 3.28 0.04 0.00 1/2"Ice 6.29 3.88 0.08 - 2.00 1"Ice 6.76 4.50 0.13 AIRMUX-200 B From Leg 2.00 0.0000 70.00 No Ice 0.93 0.26 0.01 0.00 1/2"Ice 1.07 036 0.02 2.00 1"Ice 1.21 0.46 0.02 - (2)Pipe Mount 5'x2.375" A From Face 4.00 0.0000 70.00 No Ice 1.19 1.19 0.02 0.00 1/2"Ice 130 1.50 0.03 0.00 1"Ice 1.81 1.81 0.04 (2)Pipe Mount 5'x2.375" B From Face 4.00 0.0000 70.00 No Ice 1.19 1.19 0.02 0.00 1/2"Ice 130 1.50 0.03 0.00 1"Ice 1.81 1.81 0.04 (2)Pipe Mount 5'x2.375" C From Face 4.00 0.0000 70.00 No Ice 1.19 1.19 0.02 0.00 12"Ice 1.50 1.50 0.03 0.00 1"Ice 1.81 1.81 0.04 Pipe Mount[PM 601-3] C None 0.0000 55.00 No Ice 439 4.39 0.20 1/2"Ice 5.48 5.48 0.24 1"Ice 6.57 6.57 0.28 840 10057 w/Mount Pipe A From Leg 1.00 0.0000 55.00 No Ice 330 3.34 0.05 0.00 1/2"Ice 4.10 4.17 0.09 0.00 1"Ice 4.64 4.87 0.13 840 10057 w/Mount Pipe B From Face 1.00 0.0000 55.00 No Ice 330 3.34 0.05 0.00 1/2"Ice 4.10 4.17 0.09 0.00 1"Ice 4.64 4.87 0.13 840 10057 w/Mount Pipe C From Face 1.00 0.0000 55.00 No Ice 3.50 3.34 0.05 0.00 1/2"Ice 4.10 4.17 0.09 0.00 1"Ice 4.64 4.87 0.13 BTS-2500 B From Face 1.00 0.0000 55.00 No Ice 2.12 0.96 0.04 0.00 1/2"Ice 2.32 1.12 0.05 0.00 1"Ice 233 1.29 0.06 BTS-2500 C From Face 1.00 0.0000 55.00 No Ice 2.12 0.96 0.04 0.00 1/2"Ice 232 1.12 0.05 0.00 1"Ice 233 1.29 0.06 BTS-2500 A From Face 1.00 0.0000 55.00 No Ice 2.12 0.96 0.04 0.00 1/2"Ice 2.32 1.12 0.05 0.00 1"Ice 2.53 1.29 0.06 Horizon DUO A From Face 1.00 0.0000 55.00 No Ice 0.55 034 0.01 0.00 1/2"Ice 0.65 0.43 0.01 0.00 1"Ice 0.76 0.52 0.02 (2)Horizon DUO B From Face 1.00 0.0000 55.00 No Ice 0.55 0.34 0.01 0.00 1/2"Ice 0.65 0.43 0.01 0.00 1"Ice 0.76 0.52 0.02 Horizon DUO C From Face 1.00 0.0000 55.00 No Ice 0.55 0.34 0.01 0.00 1/2"Ice 0.65 0.43 0.01 Crown Castle USA. Inc. December 13`h, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Appendix A Page 8 Description Face Offset Offsets: Azimuth Placement C,A, CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft it' ftt K ft ft 0.00 1"Ice 0.76 0.52 0.02 Side Arm Mount[S0 701-1] A From Leg 1.50 0.0000 40.00 No Ice 0.85 1.67 0.07 0.00 1/2"Ice 1.14 2.34 0.08 0.00 1"Ice 1.43 3.01 0.09 ACUTIME 2000 A From Leg 3.00 0.0000 40.00 No Ice 0.30 0.30 0.00 0.00 1/2"Ice 0.37 0.37 0.00 3.00 1"Ice 0.46 0.46 0.01 Side Arm Mount[S0 701-1] A From Leg 1.50 0.0000 18.00 No Ice 0.85 1.67 0.07 0.00 1/2"Ice 1.14 2.34 0.08 0.00 1"Ice 1.43 3.01 0.09 ACUTIME 2000 A From Leg 3.00 0.0000 18.00 No Ice 0.30 0.30 0.00 0.00 1/2"Ice 0.37 0.37 0.00 4.00 1"Ice 0.46 0.46 0.01 Dishes I Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft o o ft ft ft2 K VHLPI-23 B Paraboloid w/Shroud(HP) From Face 1.00 -26.0000 55.00 1.27 No Ice 1.28 0.01 0.00 1/2"Ice 1.45 0.03 1.00 1"Ice 1.62 0.04 VHLP2-23 B Paraboloid w/Shroud(HP) From Face 1.00 86.0000 55.00 2.17 No Ice 3.72 0.03 0.00 1/2"Ice 4.01 0.05 2.00 1"Ice 4.30 0.08 VHLP1-23 C Paraboloid w/Shroud(HP) From Face 1.00 86.0000 55.00 1.27 No Ice 1.28 0.01 0.00 1/2"Ice 1.45 0.03 2.00 1"Ice 1.62 0.04 VHLP2-23 A Paraboloid w/Shroud(HP) From Leg 1.00 40.0000 55.00 2.17 No Ice 3.72 0.03 0.00 1/2"Ice 4.01 0.05 3.00 1"Ice 4.30 0.08 Crown Castle USA, Inc. December 13th,2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Appendix A Page 9 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind O deg-No Ice 4 1.2Dead+l.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead-1-1.6 Wind 90 deg-No Ice 10 1.2 Dead+I.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice • 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp • 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. 17/ No. Deflection Load ft in Comb. ° Ll 80-40 4.423 39 0.4073 n,,ini,i L2 40-0 1.332 39 0.2770 0 cm() Crown Castle USA, Inc. December 13th,2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Appendix A Page 10 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 80.00 Lightning Rod 4x5/8" 39 4.423 0.4073 0.0009 58240 78.00 Side Arm Mount[SO 701-3] 39 4.247 0.4026 0.0009 58240 70.00 T-Arm Mount[TA 602-3] 39 3.547 0.3833 0.0009 29120 58.00 VHLP2-23 39 2.554 0.3497 0.0008 13236 57.00 VHLP2-23 39 2.477 0.3465 0.0008 12661 56.00 VHLP1-23 39 2.400 0.3432 0.0008 12133 55.00 Pipe Mount[PM 601-3] 39 2.324 0.3399 0.0008 11648 40.00 Side Arm Mount[SO 701-1] 39 1.332 0.2770 0.0007 7596 18.00 Side Arm Mount[SO 701-1] 39 0.442 0.1378 0.0004 16177 Maximum Tower Deflections - Design Wind Section Elevation Nor= Gov. Tilt Toi,t No. Deily,tion Load ft in Comb. ° ° LI 80-40 19.832 1.4270 0.0041 L2 40-0 5.973 Z 1 2 120 0.0032 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt 11.r ; Radius of Load Curvature ft Comb. in ft • 80.00 Lightning Rod 4'x5/8" 2 19.832 1.8270 0.0041 13006 78.00 Side Arm Mount[SO 701-3] 2 19.040 1.8059 0.0040 13006 70.00 T-Arm Mount[TA 602-3] 2 15.905 1.7192 0.0039 6503 58.00 VHLP2-23 2 11.453 1.5682 0.0038 2955 57.00 VHLP2-23 2 11.104 1.5538 0.0037 2826 56.00 VHLPI-23 2 10.759 1.5390 0.0037 2709 55.00 Pipe Mount[PM 601-3] 2 10.419 1.5239 0.0037 2600 40.00 Side Arm Mount[SO701-1] 2 5.973 1.2420 0.0032 1695 18.00 Side Arm Mount[SO 701-1] 2 1.980 0.6178 0.0017 3608 Crown Castle USA, Inc. December 13`h,2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777879600.02,Application 206127, Revision 1 Appendix A Page 11 Compression Checks Pole Design Data Section Elevation Size L L. Kl/r A P. OP. Ratio No. P ft ft ft in2 K K OP. Ll 80-40(1) P24x3/8 40.00 0.00 0.0 27.8325 -8.17 1252.46 0.007 L2 40-0(2) P30x3/8 40.00 0.00 0.0 34.9011 -14.68 147858 0.010 Pole Bending Design Data I Section Elevation Size M. OM Ratio M„y •M,, Ratio No. M. M. ft kip-ft kip-ft •M kip-ft kip-ft 4M ,ry L1 80-40(1) P24x3/8 238.99 720.83 0.332 0.00 720.83 0.000 L2 40-0(2) P30x3/8 610.05 1101.03 0.554 0.00 1101.03 0.000 Pole Shear Design Data Section Elevation Size Actual 4V Ratio Actual 4T Ratio No. V V T T .ft K K 4)V kiP-ft kip-ft 4T Ll 80-40(1) P24x3/8 8.15 626.23 0.013 0.56 1213.93 0.000 L2 40-0(2) P30x3/8 10.19 739.29 0.014 056 1802.60 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M. M.�. V T Stress Stress .ft 4P„ •M,. W., oV T. Ratio Ratio Ll 80-40(1) 0.007 0.332 0.000 0.013 0.000 0.338 1.000 4.82 V V L2 40-0(2) 0.010 0.554 0.000 0.014 0.000 0564 1.000 4.8.2 V° V Section Capacity Table Section Elevation Component Size Critical P OP,11 % Pass No. ft Type Element K K Capacity Fail Ll 80-40 Pole P24x3/8 1 -8.17 1252.46 33.8 Pass L2 40-0 Pole P30x3/8 2 -14.68 147858 56.4 Pass Summary ELC: Load Case 5 Pole(1.2) 56.4 Pass Rating= 56.4 Pass Crown Castle USA, Inc. December 13th, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 9 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.1.3.1 / '0 I (3)P)1i-7i/1i6.TO 76 FT LEVEL — ` INSTALLED—TO)7/6 0 BE REMOVED)EL e)7/e To 7e Ff LEVEL /' Iii / Ii ! Sye6Ti / a' 1 9 I W o, I rarAUm-N(2)2•oaWl A 1 k 1 0? (i�)s/•TO55FrT MEL !! \ � a� �iipelpi \\ ` 'O �� (1) 1//2:TO le FT LEVEL Y p p Y p l \,. / (I) 1/2•TO 40 FT LEVEL !e 4 1 16 P (6) 1—/6 gig I I I I 1 iiiiiiiEl (e) ,—s/e•,o 70 FT LEVEL 4444®44®41 DRAWN BY: CGI CHECKED BY CDS DRAWING DATE:31/0007 I I SITE NUMBER: SITE NAME: BUSINESS UNIT 079e00 TOWER ID C_BASEI.EVEL I SITE NAME I SCROLLS FERRY I BULL MT I CIWEST I BUSINESS UNIT NUMBER I 179100 I SITE ADDRESS I 12390 SW SCHOLLS FERRY TIGARD,OR 97223 WASHINGTON COUNTY USA I SHEET TITLE I BASE LEVEL I SHEET NUMBER I BASE LEVEL DRAWING 1• I'V 1 2 �I�C I�� e�ty.Nq Al—0 e N �,41:4a99 M�Bfi VELCx9 • Crown Castle USA, Inc. December 13th, 2013 80 Ft Monopole Tower Structural Analysis CCI BU No 879600 Project Number 2013777.879600.02,Application 206127, Revision 1 Page 10 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.1.3.1 - Stiffened or Unstiffened, Exterior Flange Plate - Any Bolt Material TIA Rev G Reactions Bolt Threads: . Site Data Mu 238.99 ft-kips X-Excluded BU#: 879600 Axial, Pu: 8.17 kips cpVn=9(0.55*Ab*Fu) Site Name: Scholls Ferry/Bull Mt/QwE Shear, Vu: 8.15 kips cp=0.75,cp*Vn (kips): App#: 206127 Rev. 1 Elevation: 40 feet 21.87 Pole Manufacturer:) Other If No stiffeners,Criteria: I TIA G <-Only Applcable to Unstiffened Cases Flange Bolt Results Rigid _ Bolt Data Bolt Tension Capacity,9*Tn,B1: 30.06 kips cp`Tn Qty: 32 I Adjusted cp*Tn (due to Vu=Vu/Qty), B: 30.06 kips cpTn[(1-(Vu/cpVn)^2]^0.5_ Diameter(in.): 0.75 Bolt Fu: 120 Max Bolt directly applied Tu: 13.21 Kips Bolt Material: A325 , Bolt Fy: 92 Min. PL"tc"for B cap.w/o Pry: 0.957 in N/A: _ <-- Disregard Min PL"trea'for actual T w/Pry: 0.493 in N/A: <-- Disregard Min PL"t1"for actual T w/o Pry: 0.634 in Circle (in.): 26.625 T allowable w/o Prying: 30.06 kips a'<0 case Prying Force, q: 0.00 kips Plate Data Total Bolt Tension=Tu+q: 13.21 kips Diam: 29.125 in Non-Prying Bolt Stress Ratio,Tu/B: 43.9% Pass Thick,t: 1.375 in Grade (Fy): 36 ksi Exterior Flange Plate Results Flexural Check Rigid Strength, Fu: 58 ksi Compression Side Plate Stress: 9.9 ksi TIA G Single-Rod B-eff: 2.36 in Allowable Plate Stress: 32.4 ksi cp`Fy Compression Plate Stress Ratio: 30.6% Pass. Comp.Y.L.Length: Stiffener Data(Welding at Both Sides) No Prying 11.53 Config: 0 Tension Side Stress Ratio, (treq/t)^2: 12.9% Pass Weld Type: Groove Depth: in " n/a Groove Angle: degrees Stiffener Results Fillet H.Weld: <-- Disregard Horizontal Weld : n/a Fillet V. Weld: in Vertical Weld: n/a Width: in Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Height: in Plate Tension+Shear,ft/Ft+(fv/Fv)^2: n/a Thick: in Plate Comp. (AISC Bracket): n/a Notch: in Pole Results Grade: ksi Pole Punching Shear Check: n/a Weld str.: ksi c Po le Data C ' > t: Diam: 24 in 0 Thick: 0.375 in Grade: 50 ksi .a (- #of Sides: 0 °0°IF Round n, ad Fu 65 ksi 0 Reinf.Fillet Weld 0 °0°if None a c €.. 0=none,1 =every bolt,2=every 2 bolts,3=2 per bolt Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5-Ext Flange G 1.3, Effective March 19, 2012 Analysis Date: 12/13/2013 Stiffened or Unstiffened, Interior Flange Plate - Any Bolt Material TIA Rev G Site Data Reactions Bolt Threads: BU#: 879600 Moment: 238.99 ft-kips X-Excluded Site Name: Scholls Ferry/Bull Mt/Qw€ Axial: 8.17 kips cpVn=p(0.55`Ab`Fu) App#: 206127 Rev. 1 Shear: 8.15 kips cp=0.75,cp`Vn(kips): Exterior Flange Run,T+q: 13.21 kips 21.87 Manufacturer:) Other Elevation: 40 feet Bolt Data Qty: 32 Diam: 0.75 Bolt Fu: 120 Bolt Material: A325 Bolt Fy:, 92 Interior Flange Bolt Results N/A: <-- Disregard Maximum Bolt Tension, Tu: 13.2 Kips, Ext. Flange Tu+q N/A: <-- Disregard Adjusted(p*Tn (due to Vu=Vu/Qty), I 30.1 Kips Circle: 26.625 in Bolt Stress Ratio: 43.9% Pass Plate Data Plate Outer Diam: 29.25 in Interior Flange Plate Results Flexural Check Plate Inner Diam: 29.125 in(Hole @ Ctr) Controlling Bolt Axial Force: 13.7 Kips, Ext.Cu=Interior Cu Thick: 1.375 in Plate Stress: 13.3 ksi Grade: 36 ksi Allowable Plate Stress, (p*Fy: 32.4 ksi Effective Width: 2.87 in Plate Stress Ratio: 40.9% Pass Stiffener Data (Welding at Both Sides) n/a Config: 0 Stiffener Results Weld Type: Horizontal Weld : n/a Groove Depth: in** Vertical Weld: n/a Groove Angle: degrees Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Fillet H.Weld: <-- Disregard Plate Tension+Shear,ft/Ft+(fv/Fv)^2: n/a Fillet V.Weld: in Plate Comp. (AISC Bracket): n/a Width: in Height: in Pole Results Thick: in Pole Punching Shear Check: n/a Notch: in Grade: ksi Weld str.: ksi Pole Data 0 "N 0 Pole OuterDiam: 30 in Thick: 0.375 in Pole Inner Diam: 29.25 in ) 0 Grade: 50 ksi #of Sides: 0 "0"IF Round 0 Fu 65 ksi 0 0 `0=none,1 =every bolt,2=every 2 bolts,3=2 per bolt **Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5-Int Flange G 1.2, Effective March 19,2012 Analysis Date: 12/13/2013 - Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) Site Data Reactions BU#: 879600 Mu: 610.05 ft-kips Site Name: Scholls Ferry/Bull Mt/Qwe: Axial, Pu:_ 14.69 kips App#: 206127 Rev. 1 Shear,Vu: 10.19 kips Pole Manufacturer:[ Other I Eta Factor, q 0.5 TIA G(Fig.4-4) Anchor Rod Data If No stiffeners,Criteria: l AISC LRFD <-Only Appicable to Unstiffened Cases Qty: 10 Diam: 2.25 in Rod Material:, A615-J Anchor Rod Results Rigid Strength (Fu): 100 ksi Max Rod (Cu+Vu/rj): 84.8 Kips AISC LRFD Yield (Fy): 75 ksi Allowable Axial, (1)'Fu*Anet: 260.0 Kips cp•Tn Bolt Circle: 36 in Anchor Rod Stress Ratio: 32.6% Pass Plate Data Diam: 42 in Base Plate Results Flexural Check Rigid Thick: 2 in Base Plate Stress: 16.8 ksi AISC LRFD Grade: 36 ksi Allowable Plate Stress: 32.4 ksi cp*Fy Single-Rod B-eff: 9.42 in Base Plate Stress Ratio: 51.8% Pass Y.L.Length: 19.90 Stiffener Data (Welding at both sides) n/a Config: 0 Stiffener Results Weld Type: Horizontal Weld : n/a Groove Depth: in** Vertical Weld: n/a Groove Angle: _ degrees Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Fillet H. Weld: <-- Disregard Plate Tension+Shear,ft/Ft+(fv/Fv)^2:n/a Fillet V. Weld: in Plate Comp. (AISC Bracket): n/a Width: in Height:_ in Pole Results Thick: in Pole Punching Shear Check: n/a Notch: in Grade: ksi Weld str.: ksi Pole Data Diam: 30 in s -'~N Thick: 0.375 in f .-"°'�- �' Grade: 50 ksi o , \ a -_ - #of Sides: 0 °0°IF Round {/r Fu 65 ksi 6 o o+ Reinf.Fillet Weld 0 °0" if None y %o \, C7 0=none,1 =every bolt,2=every 2 bolts,3=2 per bolt "Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5-Circular Base G 1.3, Effective March 19,2012 Analysis Date: 12/13/2013 Site Number 879600 Site Name Scholis Ferry/Bull Mt/Qwest Caisson Analysis Pier Properties Moment 610.05 kip-ft Analysis Properties Shear 10.19 kip TIA Code G Soil Safety Factor 1.33 Pier Diameter 5.5 ft Water Table Depth 15.0 ft Height Above Grade 0.50 ft Ignored Soil Depth 2.75 ft Depth Below Grade 21.00 ft Cohesion Based on PLS Caisson Donut Diameter ft Max Soil Capacity 110% Donut Depth ft Soil Properties Top of Soil Layer Bottom of Friction Layer Layer Thickness Soil Layer Soil Unit Cohesion Angle Weight(pcf) (psf) (ft) (ft) (ft) (degrees) Soil.Layer Soil.Top Soil.Thick Soil.Bottom Soil.Weight Soil.Cohesion Soil.Phi 1 0.00 15 15.00 120 28.57 2 15.00 6 21.00 120 29.59 3 4 5 6 7 8 9 10 Critical Depths Below Grade Results Rotation Axis 15.16 ft Soil Capacity 22.0% OK p Zero Shear 5.44 ft Max Pier Moment 658 kip-ft Moment At User Defined Depths Below Grade kip-ft kip-ft kip-ft kip-ft vi.o Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G Note: Shaft assumed to have ties, not spiral,transverse reinforcing Site Data Maximum Shaft Superimposed Forces BU#: 879600 TIA Revision: G Site Name: Scholls Ferry/Bull Mt/Qwest Max. Factored Shaft Mu: 658 ft-kips(*Note) App#: 206127 Rev. 1 Max. Factored Shaft Pu: 14.69 kips Max Axial Force Type: Comp. (*)Note: Max Shaft Superimposed Moment does not necessarily Loads Already Factored equal to the shaft top reaction moment For M(WL) 1.3 <----Disregard For P(DL) 1.3 <----Disregard Load Factor Shaft Factored Loads 1.00 Mu: 658.3634 ft-kips Pier Properties 1.00 Pu: 14.69 kips Concrete: Pier Diameter= 5.5 ft Material Properties Concrete Area= 3421.2 in2 Concrete Comp.strength,f'c= 3000 psi Reinforcement yield strength, Fy= 60 ksi Reinforcement: Reinforcing Modulus of Elasticity, E= 29000 ksi Clear Cover to Tie= 3.00 in Reinforcement yield strain = 0.00207 Horiz. Tie Bar Size= 5 Limiting compressive strain=I 0.003 Vert. Cage Diameter= 4.79 ft ACI 318 Code Vert. Cage Diameter= 57.48 in Select Analysis ACI Code=I 2008 Vertical Bar Size = 10 Seismic Properties Bar Diameter= 1.27 in Seismic Design Category= B Bar Area= 1.27 in2 Seismic Risk= Low Number of Bars = 9 As Total= 11.43 in2 Solve <--Press Upon Completing All Input A s/Aconc, Rho: 0.0033 0.33% (Run) ACI 10.5 , ACI 21.10.4, and IBC 1810. Results: Min As for Flexural, Tension Controlled, Shafts: Governing Orientation Case: 1 (3)*(Sgrt(f'c)/Fy: 0.0027 200/Fy: 0.0033 Mu OryJ%lra► Mu ��!�_ ■ - • Case 1 Case 2 Dist. From Edge to Neutral Axis: 8.25 in Extreme Steel Strain, et: 0.0188 Minimum Rho Check: et>0.0050,Tension Controlled Actual Req'd Min. Rho: 0.33% Flexural Reduction Factor,cp: 0.900 Provided Rho: 0.33% OK Ref. Shaft Max Axial Ca acities,(I)Max(Pn or Tn): Max Pu = (9=0.65) Pn. Output Note: Negative Pu=Tension Pn per ACI 318 (10-2) 4877.96 kips For Axial Compression, 9 Pn = Pu: 14.69 kips at Mu=(4=0.65)Mn= 2329.45 ft-kips Drilled Shaft Moment Capacity, cpMn: 1476.38 ft-kips Drilled Shaft Superimposed Mu: 658.36 ft-kips Max Tu, (cp=0.9) Tn = 617.22 kips at Mu=4=(0.90)Mn= 0.00 ft-kips (MuRpMn, Drilled Shaft Flexure CSR: I 44.6% Drilled_Shaft_Moment_Capacity, DSMC, Version 1.1 - Effective 04/01/2010 Analysis Date: 12/13/2013