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Plans . , RECEIVED► o �i P 11 CCI # 879602) Sprint )' 054XC0 ) �0�4 CONSTRUCTION DRAMA Sprint TM VARD B 4112P UILDINGDIVISION 1301 MT LOOPO T 0,15,E - IMCIMIb/p.TX 70011?-4124 PROJECT DATA PROJECT CONTACTS DRAWING INDEX SHEET DESCRIPTION A C �WE SITE ADDRESS. 16744 SW SCHOLLS FERRY RD GOVERNING CODES I BEAVERTON,OR 97007 APPLICANT IBC-2009.INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS SPRINT SPECTRUM LLC. LATITUDE: 45°25'34.6008"N 8880 NIMBUS DR. T-1.0 TITLE SHEET LONGITUDE: 122°50'53.7684"W NEC-2008,NATIONAL ELECTRICAL CODE BEAVERTON,OR 97008 A-1.0 EXISTING OVERALL SITE PLAN SOURCE: GPS READING(GD REDLINES) VANESSA DI FRANCO-NAMBO A-2.0 EXISTING ENLARGED SITE PLAN DATUM: NAD 83 A.DA COMPLIANCE PH:971.279.9217 CdSCddld PM INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. A-3.0 ENLARGED ANTENNA LAYOUTS 5501 NE 109TH COURT,SUITE A-2 JURISDICTION: WASHINGTON COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PROPERTY OWNER VANCOUVER,CO RT aSUIT APN: 251060000100 CHRISTOPHER AND SHERI RALSTON A-4.0 EXISTING ELEVATIONS ZONING CLASSIFICATION: AF-10 21029 SW LEBEAU RD PH aso.aes.azoo SHERWOOD,OR 97140 GROUND ELEVATION: 314'AMSL A-5.0 FINAL ELEVATIONS TOP OF(E)MONOPOLE: 100'AGL A-6.0 ANTENNA 8 ROUTING DETAILS TOWER OWNER A-6.1 HYBRID CABLE DETAILS )AV --i g 1 a A OCCUPANCY GROUP: U CROWN CASTLE USA 1P T_ CONSTRUCTION TYPE: II-B 8432 154TH AVE.NE A-7.0 RRH DETAILS BUILDING C E-1.0 ANTENNA GROUNDING PLAN REDMOND,WA 98052 g N GINE�Y0 E-2.0 GROUNDING RISER DIAGRAM _ V� ti - ZONING&PERMITTING CONSULTANT E-3.0 GROUNDING DETAILS CO 44 y PROJECT SUMMARY DRIVING DIRECTIONS 154 GN-1 GENERAL NOTES 18 T ► BUILDING C REDMOND.WA 98052 GN-2 GENERAL NOTES a LLJ GON - THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM PORTLAND INTERNATIONAL AIRPORT: SANDRA WALDEN GN-3 GENERAL NOTES PH:503.709.0820 GN-4 GENERAL NOTES • Ito 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS 1.HEAD SOUTHWEST ON NE AIRPORT WAY 0.4 MI FACILITY. 2.KEEP RIGHT AT THE FORK 0.1 MI CONSTRUCTION MANAGER fr O ql'16 2o" 3.SLIGHT RIGHT TO STAY ON NE AIRPORT WAY 0.1 MI CROWN CASTLE USA 2. PROPOSED INSTALLATION OF THREE(3)PANEL ANTENNAS AND 4.KEEP LEFT AT THE FORK 1.6 MI 8432 154TH AVE.NE 2-27-14 �R A LAN° THREE(3)RRH'S WITH ANCILLARY EQUIPMENT AND CABLING. 5.TAKE THE INTERSTATE 205 S RAMP TO INTERSTATE 84/ BUILDING C CITY OP TIGARD PORTLAND/SALEM 0.5 MI REDMOND,WA 98052 I CPM PROJECT NO 7267 6.MERGE ONTO 1-205 S 2.6 MI DAVID WATKINS REVIEWED FOR CODE COMPLIANCE 7.TAKE EXIT 21B TO MERGE ONTO 1-84 W/U.S.30 W TOWARD PH:541.784.5730 PRELIMINARY PORTLAND 5.4 MI NO. DATE ' D/C DESCRIPTION 8.TAKE THE EXIT ON THE LEFT TOWARD BEAVERTON/SALEM 0.4 MI PROJECT MANAGER Approved: 0 01-15-14 CUCB 90%CD REVIEW 9.MERGE ONTO I-5 S 1.1 MI CROWN CASTLE USA C f 10.SLIGHT RIGHT TO STAY ON 1-5 S 6.3 MI 8432 154TH AVE.NE OTC: ` 11.TAKE THE EXIT TOWARD OR-99W/TIGARD/NEWBERG 0.3 MI BUILDING C Q UP 2Z)(4. -- /�/�j�� �1 12.MERGE ONTO OR-99W S/SW BARBUR BLVD REDMOND,WA 98052 Pernik#S � U r `-)� �-✓7v SUBMITTAL CONTINUE TO FOLLOW OR-99W S 2.1 MI TOM GOODE 13.TURN RIGHT ONTO SW WALNUT ST 2.5 MI PH 425.202.0191 Address: -`T A 4, ' jq 1) © �- 1�Ti�:�� D/C DESCRIPTION 14.CONTINUE ONTO SW MURRAY BLVD 0.4 MI l 'Stk.) 1 '�CL16U BP SUBMITTAL 15.TURN LEFT ONTO SW SCHOLLS FERRY RD STRUCTURAL ENGINEER Suite • DESTINATION WILL BE ON THE LEFT 1.4 MI VECTOR STRUCTURAL ENGINEERS `,� 16744 SW SCHOLLS FERRY RD 9138 S STATE ST.,SUITE 101 p 111 r F"\ �I BEAVERTON,OR 97007 ESTIMATED TIME: 38 MINUTES SANDY.UT 84070 �i: Dates \\\1 SITE NUMBER ESTIMATED DISTANCE 26.6 MILES CONTACT:ROGER T.ALWORTH.S.E. PO54XC011 PH:801.990.1775 CCI SITE#879602 PROJECT VICINITY MAP RF ENGINEER TBD SITE NAME OFFICE COPY BARROWS RD. SITE ADDRESS i.- 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 z PROJECT LOCATION ' tp �d APPROVAL LIST SHEET TITLE I F ModsNa4, , TITLE SIGNATURE DATE a , NS a. PROPERTY OWNER TITLE syy 12i� SPRINT REPRESENTATIVE SHEET 16.0° PROJECT MANAGER SW Scnoas Fer#l'''' ` s`"'`'+^°i1., I° N SITE ACQUISITION 5,w "' TN MN SHEET NO. u ZONING , r 3 W E CONST.MANAGER T- 1 . 0 5i RF ENGINEER S -- AAV MANAGER • • DRAWING LEGEND \y, • -- - --- SUBJECT PROPERTY LINE o ADJACENT PROPERTY LINE Sprint - -- - --- - - - - --- LEASE AREA COAX (E)COAX ROUTE - HYBRID (E)HYBRID CABLE ROUTE T TELCO ROUTE dign" T/P TELCO/POWER ROUTE P-- POWER ROUTE F FIBER ROUTE 1301 Fly 1.001000T OVA F/P FIBER/POWER ROUTE IOQwOOI TX 70002-4124 I I ( x- EXISTING FENCE I 1 I .� I CAPTLE I © ELEVATION MARKER ADJACENT ZONING I I NW AF-20 I I 1 I 1 ® SECTION MARKER !E9ThCOURTSUITE ascadia PM '" 10 A-2 COMMON ABBREVIATIONS VANPH'COUVER, 360.88 WA5.9200 98662 I �- - ' (E) EXISTING - ' - (P) PROPOSED (N) NEW 1 ~ (TYP) TYPICAL _ --------- SW SCHOLLS FERRY RD - _ M ���c2� �NGIN��tS'�O� NOTE. O �- 7 18 SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL CV Q r --� IMAGES AND SITE PHOTOS. Q / SPRINT PROJECT AREA `� X w „ ; GON I SEE SHEET A-2 0 1 $ 1 I /(E)VEGETATION APN:2S1060000100 \ ' WI° 'a t 1 7 AREA6.2 ACRES 2-27-14 �O 7 // ZONING:AF-10 - 133'-1" ADJACENT ZONING `(E)VEGETATION , ADJACENT ZONING I CPM PROJECT 267 F D-20 FD-20 I �.. PRY 1 I " "'�../' I 1 ENO. DATE CL/CB ESCRIPTION I I�(E)GRAVEL ACCESS ROAD 0 01-15-14 CL/ %CD REVIEW 1 (E)SUBJECT PROPERTY LINE s l -- -- ■_ INGRESS/EGRESS FROM SW (TYP) SUBMITTAL -_ �� �� FRIENDLY LN I NO. DATE D/C I DESCRIPTION 0 02-26-14 CUBU BP SUBMITTAL SW FRIENDLY LN -�..• - "- - - - ( (E)ADJACENT PROPERTY LINE - - (E)LINE OF TREE CANOPY(TYP) -� I I SITE NUMBER I (E)BUILDING(TYP) P054XC011 1 CCI SITE#879602 „,, 1 SITE NAME I • BARROWS RD. ! F ; i I SITE ADDRESS t ^ I I U 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 //rill/ I i I ���/ /� I SHEET TITLE 16.0" (E) OVERALL "„� SITE PLAN TN MN W E SHEET NO. S A- 1 . 0 1 EXISTING OVERALL SITE PLAN SCALE 1"=120'-0"(11X17) O' • 60 120' • SCALE 1"=60-0"(22X34) 1111 I. - . I 39'-9" (COMPOUND AREA) Sprint° )0 2-0" 13'_3" 11'_10" , 12'x" r ._ K „____x_______„ X r r -x x x , \ \ . 41g151° n1]01 ENIT LOOKOUT COM in Alk awpaK Tx 75=-4124 © (E)24"WIDE SPRINT ICE BRIDGE; • NW ABOVE AND BELOW(TYP) A ® • (E)SPRINT ANTENNAS& • r- RRH'S(TYP) !ii11_, ..._ ryr�� ��.t; ` ∎••••*A• Cascadia PM 1. (E)SPRINT BBU CABINET \ (E)100-0"MONOPOLE:OTHER ►•�:�(E)T-MOBILE EQUIP.ON • o 5501 NE 109TH COURT SUITE A-2 .! CARRIER ANTENNAS NOT ►• CONC.PAD(TYP) VANCOUVER wA 98662•Si', .10. ' 'r: a\` SHOWN FOR CLARITY �•���•� PH 360.8859200 . 16, .trf � • .� 'X.*"•4 E SPRINT MMBS CABINET / ' ��� W.iv. ••*.• \ 7-I-. II.. IP;1.441.456. E SPRINT GPS MOUNTED �S"ti_1:_�x'1e''.•/°1.•• 9 '►• 4••�''• ♦•••••••••••. .0.1e• �r•• ra∎• TO(E)MMBS CABINET '441�►••. ►.❖� ❖.❖.,�t?.: :•••��.�.�•�•�•�.�•�.�•�rVp�•���•�� 5� Ci(Ai�is .: •�,..... �•:*:::tea: ►t:.: o V ti O(E)SPRINT B'-0"X 19'•6"CONC.PAD • ,C. IL*7/! • • ' ' 18(LEASE AREA) xa� n�' �` I o w DON itf y klar �i►Ir0 • \ v O_ <) '"We! z _``-iii' '► o 15,_2.. .0041- FR • TWO N /i ='' IL r - - g • . ' • I CPM PROJECT NO.: 7267 I `+ I • • C PRELIMINARY x LMO� - _ x NO. DATE D/C DESCRIPTION 0 01-15-14 CUCB 90%CD REVIEW (E)SPRINT UTILITY H-FRAME, y 200A PPC W/200A x GENERATOR DISCONNECT/ SUBMITTAL PLUG&TELCO CABINET (E)MOUNTED TO EQUIP. MOUNTED TO CONC.PAD NO. DATE MC DESCRIPTION WITHIN 7-O X 7'-0"LEASE AREA • 0 02-26-14 CUBU BP SUBMITTAL (E)AAV NETWORK Iii.INTERFACE DEVICE rn 0 0- (BY OTHERS) (E)CLEARWIRE 200A METER • x BASE W/DISCONNECT x SITE NUMBER P054XC011 (E)GRAVELLED CCI SITE•879602 SITE NAME (E)BOLLARD(TYP) COMPOUND x BARROWS RD. SITE ADDRESS (E)6'-0"TALL CHAIN LINK 16744 SW SCHOLLS FERRY RD M FENCE W/BARBED WIRE(TYP) • BEAVERTON,OR 97007 • I ,— z x x x x-�•— x x--- —x-24 Y,_- - \ \ SHEET TITLE _ 14-0" 12'-0" 10'-11" 2'-10" (E)SPRINT TELCO DEMARC (E)SPRINT 200A METER (ROLLING GATE) 7 (E) ENLARGED CABINET MOUNTED TO il BASE W/DISCONNECT N .0� SITE PLAN H-FRAME oa k' . F SHEET NO. a SCALE 3/16"=l'-0"(11X17) Cr 5' 10' A-2 . 0 1 EXISTING ENLARGED SITE PLAN EN .. SCALE 3/8"=1'-0"(22X34) B p (N GA NA' �] aQ'h 1 pa (E)SPRINT MW ANTENNA • �Q� �°��• (E)SPRINT MW ANTENNA • �.t - �`D� r i nt MOUNTED TO(E)MOUNTING PIPE P� (E)SPRINT 800MHZ/1900MHZ DUAL MOUNTED TO(E)MOUNTING PIPE d ��P;; POLE ANTENNA;TYPICAL OF(1) � `% PER SECTOR F ,, V, 41111138P '92iM�hq \T� � �h, /Pt ,+' , (E)SPRINT ANTENNA 8 y,"vi' (E)SPRINT RRH'S MOUNTED NEAR •ab RRH'S(TYP) ?�F14, ANTENNA;(1)800MHZ 8(1)1900MHZ h a -4.k 4q 1301 MIT Lwow 0111YE ?96'/ / PER SECTOR(TYP) 'Q•/ �'/ 4 wawosw4 TX 70002-4124 e E pl Gsp Q jM�M (NW A A Mp 4 • V1Y �p T L puNr uNr %1 \ P Q�E GAM N l+ 1"B rE , 4 S P.�� �14`M EC� I � CO 4.r,,, lor,... ..,lV � Sg pR � • a p ,iiime 1 E I�V .---'-ii-V4.11 ori , - -■,....._*„. ��. m g Cascadia PM //81A11 y_� i� �� �* (E)100'-0"MONOPOLE. /bm11N F�� � g (E)100'-0"MONOPOLE; /� �� OTHER CARRIER ANTENNAS /////#1 "_ $ a: i` OTHER CARRIER ANTENNAS 5501 NE 109TH COURT SUITE A-2 N!/ s�� �S c �% NOT SHOWN FOR CLARITY ��flllp/ � � NOT SHOWN FOR CLARITY VANCOUVER WA 98662 Illllll � 5 Nm PH 360.8859200 R/p "��''t � �� Z (N)SPRINT RRH MOUNTED wWN _ 's1:`�`: I t a M7/4 _ _ e . J 'T.' S Z NEAR ANTENNA;(1)PER _ �s� • m S Z • u Zy SECTOR(TYP) • ' u ,�- 0 A — C1 �; ,I AZ G, �� i. =y .OG 76 t _> OG 76 vr.a \ ti m a N •o. m a H •o. o °m a o C�� /4G I NEF.d>1 73 W M,y t 0 73 4, 44,94, co p 1. S (N)SPRINT 2.5GHz ANTENNA; �O (Ni Q' 7 18 r' y F TYPICAL OF(1)PER SECTOR , F T I s s a w •� OON SCALE.3/16"=1'-0"(11X17) 0' 5' 10' SCALE 3/16"=1-0"(11X17) 0' 5' 10' 1 ANTENNA PLAN - EXISTING — — 2 ANTENNA PLAN - FINAL SCALE 318"=1'-0"(22X34) �_�_� f . ,f,„ e 2 SCALE 3/8"=1'-0"(22X34) �� , LV��� CPM PROJECT NO. 7267 PREUMINARY NO. DATE D/C DESCRIPTION 0 01-15-14 CL/CB 90%CD REVIEW NOTES: 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. SUBMITTAL VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. NO. DATE D/C DESCRIPTION 0 02-26-14 CL/BU BP SUBMITTAL 2. TOWER STRUCTURAL AND ANTENNA MOUNT/PLATFORM ANALYSIS TO BE PERFORMED BY OTHERS.SPRINT 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 1 4, REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. P054XC01 CCI SITE#879602 5 REFERENCE A.6.1 FOR HYBRID COAX CABLE ATTACHMENT PER STRUCTURE TYPE. ' SITE NAME BARROWS RD. SITE ADDRESS 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 SHEET TITLE • ENLARGED ANTENNA PLANS SHEET NO. A-3. 0 3 NOTES 4 NOT USED Spri o nt Ns1) (E)LIGHTNING ROD @ 106'-0" 1301 EMT LOOKOUT Mt - (E)LIGHTNING ROD @ 106'-0" RICWYppI TX 70010-4124 (E)SPRINT ANTENNA TIP HEIGHT (E)SPRINT ANTENNA TIP HEIGHT 1 CR��W 103'-O AGL 103'-0"AGL c "//]"'jL (E)SPRINT MW ANTENNA (E)SPRINT ANTENNA RAD CENTER MOUNTED TO(E)MOUNTING PIPE / 105'-0"AGL (E)SPRINT ANTENNA RAD CENTER 105'-0"AGL I (E)TOP OF MONOPOLE TOWER I (E)TOP OF MONOPOLE TOWER 100'-0"AGL 100'-0"AGL Cascadia PM illi 5501 NE 109TH COURT.SUITE A-2 VANCOUVER,WA 98662 (E)SPRINT 800MHZ11900MHZ DUAL (E)SPRINT 800MHZJ1900MH2 DUAL PH 360.885.9200 POLE ANTENNA;TYPICAL OF(1) _-..--. - (E)T-MOBILE ANTENNA RAD CENTER POLE ANTENNA;TYPICAL OF(1) A (E)T-MOBILE ANTENNA RAD CENTER PER SECTOR N 90'-0"AGL 1 17 PER SECTOR M 90'-0"AGL (E)CLEARWIRE ANTENNA RAD CENTER 0 (E)CLEARWIRE ANTENNA RAD CENTER 4 . w I— (E)SPRINT RRH'S MOUNTED NEAR li 85'-0"AGL (E)SPRINT RRH'S MOUNTED NEAR 85'-0"AGL )11111V1111 ANTENNA;(1)800MHZ&(1)1900MHZ ANTENNA (1)800MHZ&(1)1900MHZ i PER SECTOR(TYP) PER SECTOR(TYP) o ���o �NGI NEF s'�o, (45 7' 18 : T i ci x w ilk ; OON • OG�cR y1e 20# ..4.- - A L 1 CPM PROJECT NO 7267 PRELIMINARY NO. DATE DIC DESCRIPTION 0 01-15-14 CL/CB 90%CD REVIEW 8UBY11TAL NO. DATE D/C DESCRIPTION 0 02-26-14 CUBU BP SUBMITTAL— (E)100'-0"MONOPOLE;(E)3 (E)100'-0"MONOPOLE;(E)3 HYBRID CABLES RUN INSIDE HYBRID CABLES RUN INSIDE SITE NUMBER PO54XC011 CCI SITE#879602 SITE NAME (E)6'-0"TALL CHAIN LINK (E)6-0"TALL CHAIN LINK BARROWS RD. FENCED COMPOUND FENCED COMPOUND SITE ADDRESS 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 I ! r I I I I - , I I , I I I SHEET TTTLE ( ) I I I ( (E)GRADE 0'-0" bik i' (314'AMSL) I 1 (E)GRADE O'-0" EXISTING (314'AMSL) Nu ELEVATIONS SHEET NO. SCALE 1/16"=1'-0"(11X17) 0' 8' 16' 32' SCALE 1/16"=1'-0"(11X17) 0' 8' 16' 32 A 4.O 1 NORTH ELEVATION - EXISTING I SCALE 1/8"=1'-0"(22X34) �E�.� 2 WEST ELEVATION - EXISTING . SCALE 1/8"=1'-0"(22X34) � �EN 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. Sprints )1,,, (E)LIGHTNING ROD @ 106-0" 41110° 1101 MIT 10011018 OM (E)LIGHTNING ROD @ 106-0" POIW1011011 1Y 10052.41). {E)SPRINT ANTENNA TIP HEIGHT {E)SPRINT ANTENNA TIP HEIGHT ,(Q• 1/�x'aho. 103'-0"AGL 103'-O AGL , Y f ,Q C / / E (E)SPRINT UNANTENPE 111 / 1✓ /// LLL LLL (N)&(E)SPRINT ANTENNA RAD CENTER MOUNTED TO(E)MOUNTING PIPE (N)&(E)SPRINT ANTENNA RAD CENTER Mk (N)SPRINT 2.5GHz ANTENNA;- 105'-0"AGL 105'-0"AGL TYPICAL OF(1)PER SECTOR I / (E)TOP OF MONOPOLE TOWER • IN)SPRINT 2.5GHz ANTENNA;�� T T 4 100'-0"AGL NW TYPICAL OF(1)PER SECTOR T' • (E)TOP OF MONOPO'�TOOWER I _ // _ Cascadia PM Ark (N)SPRINT RRH MOUNTED NEAR_/..' (N)SPRINT RRH MOUNTED NEAR—/'14. 5501 NE 109TH COURT,SUITE A-2 ANTENNA;(1)PER SECTOR(TYP) /Al ANTENNA;(1)PER SECTOR(TYP) �� VANCOUVER.WA 98662 (E)T-MOBILE ANTENNA RAD CENTER PH 360.885.9200 (E)T-MOBILE ANTENNA RAD CENTER M 90'-0"AGL 90'-0"AGL I l' (E)CLEARWIRE ANTENNA RAD CENTER 0 (E)CLEARWIRE ANTENNA RAD CENTER 1 Di I— (E)SPRINT ANTENNA&RRH'S(TYP) 65-0"AGL (E)SPRINT ANTENNA&RRH'S(TYP) 85'-0"AGL , i i I %UV, in , 04GINE 0 r 18 T. ) w 9, tON , 04'4'ie 2006e 2-27-14 MFR A0° CPM PROJECT NO.: 7267 PRBJIMNARY NO. DATE D/C DESCRIPTION O 01-15-14 CL/CB 90%CD REVIEW SUBMITTAL NO DATE D/C DESCRIPTION O 02-26-14 CL/BU BP SUBMITTAL — (E)100'-0"MONOPOLE,(E)3 (E)100'-0"MONOPOLE;(E)3 HYBRID CABLES RUN INSIDE HYBRID CABLES RUN INSIDE SITE NUMBER PO54XC011 CCI SITE#879602 SITE NAME (E)6'4'TALL CHAIN LINK (E)6-0"TALL CHAIN LINK BARROWS RD. FENCED COMPOUND FENCED COMPOUND SITE ADDRESS 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 • sHEETTIIIE I I I i 1 1 1 1 1 1 A' FINAL (E)GRADE D'-0" i I :I- I (E)GRADE 0'-0' (314'AMSL) (314'AMSL1 ELEVATIONS SHEET NO. SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32' SCALE.1/16"=1'-0"(11X17) 0' 8' 16' 32' .0 1 NORTH ELEVATION - FINAL SCALE 1/8"=1'-0"(22X34) ..�•� i 2 WEST ELEVATION - FINAL SCALE 1/8"=1'-0"(22X34) . . 11 Sprint e , EXISTING SPRINT ANTENNA&HYBRID CABLE LENGTH SCHEDULE SECTOR Q . ANTENNA MODEL MECH. AZIMUTH RAD CENTER CABLE LENGTH HYBRID RRH MODELS) JUMPER SIZE DOWNTILT CABLE TYPE &LENGTH MANUFACTURER: KMW S I I I.I S U (J �� PART NUMBER: ET-X-WM-18-65-8P RRH-C2C& LENGTH: 61.0" ALPHA 1 P65-16-XLPP-RR T.B.D.° 20° 100'-0" 129'-0" TYPE 2 RRH-P4 1/2 &6 WIDTH: 12.0" - _ Um mar Uf01WIR 0■MUM I RRH-C2C& O riMIKM 1a 70 !-q24 DEPTH 4.3" BETA 1 P65-16-XLPP-RR T.B.D.° 180° 100'-0" 129'-0" TYPE 2 RRH-P4 1/2"&6' WEIGHT W/O BRACKETS: 36.4 LBS - /T WEIGHT W/BRACKETS: 45.4 LBS GAMMA 1 P65-16-XLPP-RR T.B.D.° 290° 100'-0" 129'-0" TYPE 2 RRH-C2C RRH P4& 1/2"&6' Ai !'1', C /^�O JrN GPS 1 TMG-HR-26NCM N/A N/A 8'-0" 15'-0" 1/2" N/A N/A 1 '� ` NEW SPRINT ANTENNA&HYBRID CABLE LENGTH SCHEDULE d PM SECTOR QTY. ANTENNA MODEL MECH. AZIMUTH RAD CENTER CABLE LENGTH HYBRID RRU MODEL(S) JUMPER SIZE 5501 NE 109TH COURT.SUITE A-2 DOWNTILT CABLE TYPE &LENGTH VANCOUVER,WA 98662 PH:360.885.9200 ALPHA 1 ET-X-WM-18-65-8P T.B.D.° 20° 100'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' NOTES: BETA 1 ET-X-WM-18.65-8P T.B.D. 180° 100'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' V - 1. IF REQUIRED,PAINT ANTENNAS AND RRH'S TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WITH THE SURROUNDING AREAS USING NON-REFLECTIVE PAINT. GAMMA 1 ET-X-WM-18-65-8P T.B.D.° 290° 100'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' •!...x'" '.i`^�-•■• 2. VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. _ Lo \�' N�?�N� -�i O 3. ALL ANTENNA INSTALLATION AND TESTING SHALL CONFORM TO CURRENT SPRINT STANDARDS. c•) ,(N N 7, 1a ; T. , 4. NEW SPRINT RRH'S ARR MOUNTED TO PIPE MAST BEHIND ANTENNAS SIMILAR TO THAT SHOWN ON DETAIL 4/-. d - SCALE:NTS(11X17) SCALE:NTS(11X17) LU V 1' 71 GON r 1 SPRINT ANTENNA SPECIFICATIONS SCALE NTS(22X34) 2 ANTENNA & COAX SCHEDULE SCALE:NTS(22X34) ,�2� O-Fy18 P A (E)OR(N)2-3/8"O.D.MIN. 2-27-14 R A LV�_ ANTENNA PIPE MOUNT (E)SPRINT GPS (N)SST STANDARD HANGER I CPM PROJECT NO.: 7267 ANTENNA MOUNTED TO Y (E)MMBS CABINET I (3)(E)BREAKOUT UNITS, TYP OF(1)PER SECTOR (N)SPRINT ANTENNA NO. DATE D/C DESCRIPTION (E)ANTENNA I -SEE 1/A-6.O&2/A-6.0 0 01-15-14 CL/CB 90%CD REVIEW SUPPORT FRAME _�.•J (E)OR(N) W (E)TOER/MONOPOLE / CROSS-OVER PLATE MOUNT PER PLAN AND `j (MTS PART#XP-2040) SUBMITTAL ELEVATION NO. DATE D/C DESCRIPTION 0 02-26-14 CL/BU BP SUBMITTAL • I ■■n■�IIIIg : 1I le ,1z•w (N)2.5 GHz EQUIP.INSTALLED . (E)MMBS MUDROOM IN(E)MMBS CABINET PER I '.; SITE NUMBER MANUFACTURERS = �e COLOR CODE BAND I, P054XC011• SPECIFICATIONS = (E)4"SST CLAMP, (N)2.5 ■ CCI SITE#879602 = — ANDREW#31670-3,TYP, GHz i� OF(2)PER POWER& RRH (E)OR(N)2-3/8"O.D. SITE NAME FIBER JUNCTION MIN.ANTENNA PIPE 7 - CYLINDERS MOUNT BARROWS RD. SUPPORT HYBRID ��+I+IPA 0 ------- �,- CABLE WITHIN 12" I °,- ,/ (N)COAX SITE ADDRESS L .11 !//- , OF MEDUSA '�• BLOCK OR 16744 SW SCROLLS FERRY RD (E)HYBRID CABLE STANDARD HANGER I (E) HYBRID CABLE TYPICAL OF SOFT CLAMP) 11i ' I (N)RET BEAVERTON,OR 97007 ROUTED TO ANTENNA(S) toi I IN SNAP-IN FOR 1;SUPPORTED BY HOISTING CABLE III(E)CABINET ANCHORED TO EXCESS CABLES GRIP EVERY 200-0" MEN • IR" (E)CONC.SLAB ON GRADE — _ _ PROVIDE DRIP LOOP SHEET TITLE PER MANUFACTURER'S • ' �`���/ AND MAINTAIN MIN. I I 1 III . SPECIFICATIONS BEND RADIUS _ ANTENNA & i� . �• !-_- � •IMI (N)SST COAX ROUTING DETAILS ° • { `° 111.......... STANDOFF CABLE(TYP) ', MM. II/111111 -V *:.'- 7 .,,li,<e^ " . }; ,fix ra.R.t- i.. h, u ?t.!..1.'ti.,•0:c"° ,k0.1. k �.A \j j j j j j � % j j j j\j \j j j j j \ \ \ SIDE SUPPORT COAX SHEET NO. 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(114.6) -55 m(180.5) -65 m(213.3') -80 m(262.5) -100 m(328.1') -120 m(420.0) -160 m(550.0') Sprint HYBRID POWER AWG 6 1 PAIR, AWG 4 1 PAIR. AWG 4 1 PAIR, NOTES: CABLE AWG 10 1 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR. AWG 6 1 PAIR, AWG 12 3 PAIR AWG 10 3 PAIR AWG B 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") 43.5mm(1.71") CONFIGURATION AND STRUCTURE MOUNTED ROUTING. BENDING RADIUS 300mm(12") 330mm(17) 390mm(151 _ 450mm(18") 450MM(18") 457mm(18") 533MM(21") S II 1.1 S U 11 G 2. ALL HYBRID/COAX CABLE INSTALLATION SHALL CONFORM TO CURRENT SPRINT STANDARDS.. OPTIC CABLE LC/PC-to-LC/PC.SINGLE MODE DU CABINET(POWER 1701 IN.10f<NW 3. ALL HYBRID/COAX CABLE CONNECTIONS TO BE WEATHERPROOFED. CABLE TERMINAL 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE NONIONO.1X TIOSS-4124 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 • 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 CRO WN TO THAT SHOWN ON DETAIL#4,SHEET A-6.0. NON USE POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER ,' I CAS TL 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 0.51bs11f 0.61bs/If O.81bs/If 0.91bs/If _ 1.11bs/If N/A N/A ASIA TAI 0.71bs/If 0.7Ibs/If 0.71bs/If 0.71bs/If 0.71bslIf N/A N/A TESCO N/A N/A N/A N/A N/A 1.61bs/If 2.21bs/lf 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(22 NTS )t)‘ rakop_7A!.:. .:4, 2-SPACE u `5" NGIN� tS' 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING O F �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 N Ct 7 . 1 8 T I HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE }I BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR) T 4;1,7E1 R I I / X R N %' x ? '< x?x x,-y' �, •y. ,.; W f' :1 �OH ■ TO RRH{ ',!;.,,'/H.,',?'.-;:',„''',4?,;,::') '':'...;./,,,, ,, :,,;.,, , C lo 7.41/°i ===_=:-..7.:"..--...`.7..-==.---:..----.:::=:: -,,".:,,,- 41"/,''' '1,:.'/.',/•,•':,. :ic,•:',.,, r , e,200ee • _ t.x .`,:: Xx `'x*_•+(r>, .<F ,<, k __:' ` O --_-_.__�..________•---_--_--__.__.�- ,x., .a x r ,,x ,,., 2-27-14 R A�..w (6)FIBER CABLES /J) /J/ f I CPM PROJECT NO. 7267 I HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR NO SPACE FREQUENCY COLOR HYBRID COLOR CODE r HYBRID COLOR CODE • WRAP TAPE AROUND J HYBRID PRELIMINARY (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 DETAILS) TABLE FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) TIMES,MIN.(TYP) CABINET NO. DATE D/C DESCRIPTION 2"SPACE _____o__- 0 01-15-14 CUCB 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 % 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) XI RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS X SECTOR) SUBMITTAL COPPEIR I I f NOT DATE D/C DESCRIPTION TA a ,� 0 02-26-14 CUBU BP SUBMITTAL%we... ,,,,,.,:„,,,,:.,.. ,.%•>,,,,,, TO CABINET�! - - - - ...... 0......$ - _ - - -- -_`-- ��i�i�i'Oi� . . k -, SITE NUMBER (6)FIBER Aa_.G� y y; ,,.r..-,r1./; ,n:>-r >.:.,�>:r> P054XC011 CABLES // CCI SITE#879602 HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR CODE NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR WRAP TAPE AROUND J HYBRID s 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 BARROWS RD. NOTES: 2"TAPE R"TAPE E"SPACE HYBRID CABLE CONNECTION AT CABINET SITE ADDRESS SECOND RING FIRST RING BETWEEN CABLE CODE 2"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 16744 SW SCHOLLS FERRY RD TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. CODE CODE COLOR CODE CABLE# 1"SPACE BEAVERTON,OR 97007 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2"FROM AN I' } END CONNECTOR,WEATHERPROOFING,OR BREAK-OUT CYLINDER,WITH 1"SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE'TYPICAL HYBRID CABLE COLOR 2 FROM RRH + a 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 2"TAPE BETWEEN CABLE CODE FIRST RING SECOND RING HYBRID CABLE CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE"TABLE ABOVE. THIRD RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR 5. A 2"GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 1"SPACE CABLE# COLOR CODE CODE CODE DETAILS 6. THE 2"COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. ly . 7. THE 2"COLORED TAPE(S)SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR 1 RRH END p 1 FROM ANTENNA INDIVIDUAL CABLES,AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. OF JUMPER 8. COLOR BAND ON JUMPERS SHALL BE 2"WIDE WITH A 2"SPACE. SHEET NO. JUMPER CABLE CONNECTION AT RRH AND ANTENNA A SCALE NTS(11X17) - 6. I 3 HYBRID COAXIAL CABLE TAPE COLOR CODING SCALE NTS(22X34) NOTE PROPOSED RRH'S AND ALL MOUNTING HARDWARE TO BE t PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sprint PER RRH TECHNOLOGY 15.5" 9 REQUIREMENTS 19 A SPECIFICATIONS: "(VERIFY)y MANUFACTURER. SAMSUNG (N)SAMSUNG RRH DIMENSIONS' 18.6"X 15.5"X 9.45" (N)SAMSUNG RRH MOUNTING BRACKET& WEIGHT W/O BRACKET: 59.5 LBS MOUNTING BRACKET • 0'-'s HARDWARE WEIGHT W/BRACKET. 71.82 LBS &HARDWARE ll 1301 EMT LOOKOUT ME KAPOA060N,TX 70082-4124 Zo co —; o N c r� MOUNT N)G PIPE(TYP) �, 1 CASTL E \ _' �— OPTIC PORT 6 yc-Ic I I O ool O Z_ FRONT VIEW SIDE VIEW I �i v IIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIII I-it w d Cascadia PM 'rte' W`. . _`. °M Cr 0 =_' M / e e o O e e i __ IX K IIIIIIIIIIIIIIIIIIIfIIIIIIIIIIIIIII IIIIIIIII 5501 NE 109TH COURT,SUITE A-2 11111111111111111111111111111111111111111111 AM 0 IiNT 1 .■.i M11 3 ■ �� tir �� d VANCOUVER PH360 88 9200662 rem /� N—(E)OR(N)31/2"O.D. !IIIIIIIIIIIIIIIII IIII III III II Iilill .®. _®. .® ® 1BLe, .�� • �� MOUNTING PIPE(TYP) 1" A 4 .1i1/44411 110111 Iii*Ir EI' POWER PORT RET �■. �� 00 -48 VOLTS SIDE VIEW FRONT VIEW TOP VIEW u1 �_ �� NOTE: o C 04GINF - 'ri0 PLEASE REFER TO MANUFACTURER SPECIFICATIONS FOR WALL MOUNTED APPLICATIONS. 01 Q� TOP VIEW BOTTOM VEIN 7 18 > ) (W/FINGER GUARD&BRACKET) (W/O FINGER GUARD) wX SCALE.NTS(11X17) SCALE NTS(11X17) 40:4 'ie 1 2.5 GHz RRU (RRH-V3) SCALE NTS(22X34) - 2 2.5 GHz RRU (RRH-V3) - MOUNTING DETAIL SCALE NTS(22X34) FR WO' I CPM PROJECT NO. 7267 PRELIMINARY NO. DATE D/C DESCRIPTION 0 01-15-14 CL/CB 90%CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 02-26-14 CLJBU BP SUBMITTAL SITE NUMBER PO54XC011 CCI SITE#879602 SITE NAME BARROWS RD. SITE ADDRESS 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 SHEET TITLE • RRH DETAILS SHEET NO. A-7 . 0 3 NOT USED SCALE NTS(11X17) SCALE NTS(11X17) _ SCALE NTS(22X34) 4 NOT USED SCALE NTS(22X34) (E)SPRINT ANTENNA MOUNTING (E)SPRINT ANTENNA GROUND BAR NOW: TOTAL,1 PER SECTOR) SEE SHEET E-3.0 FOR ADDITIONAL GROUNDING,COAX PIPE CONNECTED TO(E) / _ 1. EXOTHERMIC WELDS(2).2 AWG BARE TINNED SOLID COPPER ANTENNA GROUND BAR / —� AND FIBER ROUTING INFORMATION BURIED GROUNDING DI GROUNDING PROVIDE ROUTE AL CONDUCTORS TO Sprint SPRINT RRH'S CONNECTED TO III 1 I I BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. I I I ile(E)ANTENNA GROUND BAR;ONE I 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES (1)CONNECTION PER RRH I I I I — — I I . I I I ■ • GROUNDING LEGEND BETWEEN EACH SECTION AND LABEL EACH SECTION(-P',"A", e e 'N','1')WITH 1'HIGH LETTERS. I. I -' M I MASTER GROUND BAR __ ____ � `_Z --__ CONNECTION FROM(E)SPRINT 3. ALL HARDWARE 18-8 STAINLESS STEEL,INCLUDING LOCK '- °_ AGB = °- ANTENNA GROUND BARS TO(E)MASTER AG. I ANTENNA GROUND ROD WASHERS,COAT ALL SURFACES WITH AN ANTI-OXIDANT• i _�-___ _ — =_° GROUND BAR AT TOP OF TOWER(TYP) COMPOUND BEFORE MATING.ALL HARDWARE SHALL BE • <- \ %///i� •• MECHANICAL CONNECTION STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. UM EASE LOOKOUT DIM i �� ///// • (DOUBLE HOLE LUG) IOCIWA01�TX 70061-4l34 •• ��\\\ �\\ / //// /� (E)SPRINT MASTER GROUND 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT \\\\\\\ /// BAR AT TOP OF TOWER • EXOTHERMIC CONNECTION r \a\��\\\ � / //// WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES \Q�\`� �/////j// • CONNECT PER MANUFACTURER WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. RdO 1t�/r (E)SPRINT MICROWAVE \\\�\\\\ , /i-„../% SPECIFICATIONS 5. NUT&WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE !l!(`!l / SL L ANTENNA MOUNTING \.o`_;.• iij/���{// �� GROUNDING BAR AND BOLTED ON THE BACK SIDE.INSTALL t PIPE CONNECTED TO)E) '�\\\\\�\\\\ ,,���� //���i '"��\ BLACK HEAT-SHRINKING TUBE,600 VOLT INSULATION ON ALL ANTENNA GROUND BAR; \O\\ //� ///' GROUNDING TERMINATIONS.THE INTENT IS TO GROUND RADIO UNIT \\\\\\\�\ /�/'//7 `�,�\,1 1 WEATHERPROOF THE COMPRESSION CONNECTION. AND MW PER MFR. \\\\\\\\\\ \ „� //Ma•JE, / SPECS(TYP) \\\ l____- //��I- / / / 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER,ANTENNA LOCATION,AND CONNECTION MGB 1; j ORIENTATION.PROVIDE AS REQUIRED. CdSCdC�Ia PM / / n �- � , I .� ��/ /// 7. GROUNDING KR SHALL BE TYPE AND PART NUMBER AS 5501 NE 109TH COURT.SUITE A-2 / ® ��-49 � / SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. ANCO360 B wA 00// / I / �` ---'/ PH 3608859?00 / / `V�,V�\\\\ �� j 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS / / / �� \\\ / / SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. //// q�`��\\l� \ i• 9. SUPPLIED AND INSTALLED BY CONTRACTOR. ECTQR to / \\\,0∎'\' 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A \\\\ , �`; \\\ I I (N)SPRINT PANEL ANTENNAS GROUNDING BAR TO AN EXISTING TOWER,THE `�� / \��\\\\\ I EN ANTENNA GROUND BARS(TYP) SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE \� I TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR \\�\�..��. \\\\\\\\\\ ( TO THE TOWER. ‘._..��� \\O\\\\\ 11. EXTEND TWO(2)2 AWG TINNED CU CONDUCTOR FROM BURIED ----- \\O\\\' GROUNDING RING AND CONNECT TO THE NEW TOWER. '`��\\ FOLLOW MANUFACTURERS RECOMMENDATIONS FOR t GROUNDING CONNECTIONS TO THE TOWER.(APPLICABLE TO • --I,I!r NEW TOWERS ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE 1 TYPICAL ANTENNA GROUNDING - FINAL SCALE:NTS(11X17) ORIEOATIONTHESUBCO TRACTOR SHALL THE SUBCONTRACTOR SHALL BE RESPONSIBLE SCALE:NTS(22X34) FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50%SPARE CONNECTION POINTS. L CPM PROJECT NO.: 7267 I 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.0 DESCRIPTION SPECIFIC CONDITIONS. 0 01-15-14 CUCB 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 DIC DESCRIPTION ENDS AND EXIT FROM TOWER OR POLE USING MFR'S 0 02-26-14 CL/BU BP SUBMITTAL PRACTICES. 16. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC.ALL - WIRES SHALL BE COPPER THHNITHWN.ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. SITE NUMBER 17. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. PO54XCO 1 1 GROUNDING AND OTHER OPERATIONAL TESTING WILL BE CCI SITE#879602 WITNESSED BY SPRINT WIRELESS.LLC.REPRESENTATIVE. 18. REFER TO DIVISION 16 GENERAL ELECTRIC;GENERAL SITE NAME ELECTRICAL PROVISION AND COMPLY WITH ALL BARROWS RD. REQUIREMENTS OF GROUNDING STANDARDS. 19. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF SITE ADDRESS GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING 16744 SW SCROLLS FERRY RD METHOD,AND RECEIVE APPROVAL OF DESIGN BY BEAVERTON,OR 97007 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 ANTENNA ANTENNA 1 ANTENNA SECTOR A SECTOR B I SECTOR G LEGEND (E)SPRINT (N)2.5 GHz SPRINT (E)SPRINT (N)2.5 GHz SPRINT (E)SPRINT (N)2.5 GHz SPRINT II EXOTHERMIC CONNECTION o y ANTENNA(TYP) ANTENNA ANTENNA(TYP) ANTENNA ANTENNA(TYP) ANTENNA O MECHANICAL CONNECTION Sprint l0 COMPRESSION CONNECTION AGB ANTENNA GROUND BAR CGB COLLECTOR GROUND BAR MGB MASTER GROUND BAR I I COAX JUMPER COAX JUMPER COAX JUMPER T LL — 1-11-1-1-11— — 2.5 GHz P_,— 2.5 GHz 1301 wcrwtoKw� 70012124 2.5 GHz CC x . .. 0 CD la 1 0 0 il •A/ 1 C A S 1 1-E < 0 CD I i 0 a 0 N ...-: El ik-- x cr o a 0 < Or.ca l I 0.CV C.I - <I I <I 1 < w <1 I <1 I < w <I I <I 1 FIJI FIJI 41JI Cascadia PM E 1,-1_ - C I(� i__ - - = I I ( ~ — _ E(�+� ,. — — 5501 N E A-7 VANCOUVER WA 98662 l rILE — ILF — PH 360 885 9200 r I ,_ I K< I #10 AWG I I I #10 AWG I I N I #'°AWG ECTOR _� 7 I 2 I I I W 2 I I I W 2 I • n • L J I L J ( L_ J DC/FIBER ar /FIBER _ DC/FIBER J — #2 AWG — - I r L_ (EZ#2 AWG _ rp A� — �E_)/2 AWG _ J 7 I r —I— —I— NOTE:HYBRID CABLE INTERNAL GROUND I I I GROUNDING NOTES ALL 1. NO WELDINGING OF ANY KIND ON CROWN CASTLE INTERNATIONAL(CCI) ATTAC CHE E D T T TRIMMED O GROUND BAR.AR.FIT AND TOWERS.IF SPRINT REQUIRES A NEW GROUND BAR INSTALLATION OR ATTACHED D BAR TO BE AT HOME RUN GROUND LEAD ON A CCI TOWER,CONTACT CCI FOR (E)UPPER TOWER GROUND AT TACHED DIRECTLY TO TOWER WITH BE ACHED 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 NO. 7267 ALL CABLE TO GROUND RODS,GROUND RODS SPLICES AND LIGHTING PRELJMINARY 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 01-15-14 CL/CB 90%CD REVIEW (E)CABINET (E)MMBS MANUFACTURERS RECOMMENDATIONS AND PROCEDURES.GROUND (E)GPS ANTENNA (E)DEI CABINET L I I — - CABINET CONDUCTOR SHALL HAVE A MINIMUM 24"BENDING RADIUS. - I I 3. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SUBYRTAL SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE NO DATE DC DESCRIPTION L — — — — — WITH(2)TWO COATS OF GALVITE(WHITE)PAINT.OR SILVERBRITE 0 02-26-14 CL BU BP SUBMITTAL • L I I (ALUMINUM). L #2!°10LCx — — — W ATHER L 1 1 #10 AWG GROUNDS 4. ALL ELECTRICAL&MECHANICAL GROUND CONNECTIONS SHALL HAVE WEATHERPROOFING ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. L s CQAX f— — \-#6 311E NUMBER j + i 5. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT PO54XCO 11 #2 AWG MIS GND BAR STANDARD PROCEDURES.GROUND GRID RESISTANCE SHALL NOT CCI SITE p 879602 L 1L #ZgVyg_ — — g ) G AWG COAX EXCEED 5-OHMS. • GROUND KIT (E)LOWER TOWER 6. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT SITE NAME I I I I GROUND BAR I AS FOLLOW: BARROWS RD. A. ONE(1)COPY TO OWNER REPRESENTATIVE I 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 I 16744 SW SCROLLS FERRY RD I (E)MMBS BATTERY 7. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE#2 BEAVERTON,OR 97007 ICI I II - AWE _J CABINET AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL.—�1 �I �I �I 8. ALL ANTENNA MOUNT GROUNDS SHALL BE#2 AWG STRANDED GREEN SHEET TITLE all al < al JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. st w w 9 ALL GROUND L D BARE AS WIRES FROM GROUND BARS TO GROUND SHALL BE#2 AWG GROUNDING RISER "I L`4- - =1_1_ - 8G_ -0 DIAGRAM I 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED.ALL GROUND ( I I I WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. (E)GROUND TO • I GROUND RING(TYP) 1 I I — — — SHEET NO. SCALE:NTS(11X17) E 2 .0 1 GROUNDING RISER DIAGRAM SCALE:NTS(22X34) THIN WALL C-TAP W/PINK DYE / .),* INDEX(SEE NOTES) /' S ri nt° p #2 AWG STRANDED — CU GROUNDING (N)PANEL ANTENNA #2 AWG STRANDED Cu #6 AWG GREEN STRANDED CU CONDUCTOR FROM / GROUNDING CONDUCTOR GROUNDING CONDUCTOR FROM ANTENNA GROUND RRH UNIT TO#2 AWG BAR(TYP) GROUNDING CONDUCTOR 4101P CONTRACTOR TO SURROUND COMPLETED CONNECTION W!WEATHER tt 61i�Io ,r I!4 PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. 101201011011,Tx x-4124 GROUND LEAD TO I ❑ C/ RA�L/,/� 11° . 1 AGI3 7 _1,�•' (N)JUMPERS ATTACHED �Il'! , .i.-..-�� ' 4--< TO APPROVED 1 ATTACHMENTS PER #41A-6.0 TYPE GT TYPE W TYPE VN TYPE SS #6 AWG STRANDED re....-0........._ ` Cascadia PM CU GROUNDING 5501 NE 109TH COURT,SUITE A-2 pil •• \ VANCOUVER,WA 98882 CONDUCTOR(TYP) J! l ,f C .: � PH:3808859200 1 I II �� .• (N)RRH TYPE VB TYPE TA TYPE PT TYPE GY * nos _ r Mt e J ,, I 1 TYPE NC TYPE GL TYPE VS TYPE GR SCALE:NTS(11X17) SCALE:NTS(11X17) 1 ANTENNA GROUNDING SCALE NTS(22X34) 2 C-TAP & EXOTHERMIC WELD CONN. SCALE:NTSC22X34> 3 NOT USED RRH GROUNDS,STRANDED #2 TINNED GROUND TO CU WIRE WITH GREEN,600V, ANTENNA MOUNTING I CPM PROJECT NO.. 7267 I THHN/THWN INSULATION PIPES)IF REQ'D HYBRID CABLE (SIZE AS SPECIFIED) I I GROUND LEAD PRELIMINARY (E)ANTENNA GROUND BAR 1 " 1 NO. DATE D/C DESCRIPTION 0 01-15-14 CUCB 90%CD REVIEW :;" 0 ©0 O O O (]' 0 - - u 1/8•MIN. 0 QQ 0 OO Q G O O N 0 00 /S NUT SUBMmAL V NO DATE D/C DESCRIPTION 0 0 0 0 0 0 0 0 0 KOPR SHIELD "I MIN HEAT SHRINK(CLEAR) 0 02-26-14 CUBU BP SUBMITTAL 00000 00000 CONTRACTOR O VERIFY ANTENNA BUSS BAR ,■„■, •■ ■.. i SITE NUMBER L_ - GROUNDING TOT THE TOWER GROUND BAR I�=—I LABEL P054XC011 iiii.�.� 4'/' IAMPA GROUND LEADS TO EACH ,■„�, ANTENNA GROUND BAR CCI SITE#879602 I I " I TINNED COPPER •SC NOT SITE NAME (E)GROUND BAR GROUND BAR BARROWS RD. (MOUNTED DIRECT ' " 1 t I S/S LOCK WASHER •DO NOT DISCONNECT- TO TOWER) S/S BOLT(1 OR 2) TAG ON ALL GROUNDING SITE ADDRESS BAR INTERCONNECTS _ ' AND EQUALIZERS 16744 BEAVERTON,OR 9 007 RD HO �F>) 0 (9O °O DI000 `I0G0 0 0 NOTES: SHEET TITLE 0 0 0 0 0 0 0 0 1.ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER.COAT ALL • r, 0 0 0 0 0 0 0 0 0 i SURFACES WITH KOPR-SHIELD BEFORE MATCHING. GROUNDING 2.FOR GROUND BOND TO STEEL ONLY:INSERT A DRAGON TOOTH WASHER V(E)HOME RUN GROUNDING WIRE SHALL BE BETWEEN LUG AND STEEL.COAT ALL SURFACES WITH KOPR-SHIELD. DETAILS REMOVED AND(E)CHERRY INSULATORS 3,PROVIDE'DO NOT DISCONNECT TAG. SHALL BE REMOVED FROM ALL BUS BARS 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. SCALE:NTS(11X17) SCALE:NTS(11X17) • 4 TYPICAL GRND. CONNECTIONS NTSc22X34) 5 TWO HOLE LUG CONNECTION I SCALE:NTS(22X34) 6 NOT USED 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 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• *NI) SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, 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 THE 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. 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 THE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD.ALL CONDUIT BENDS SHALL 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 101 1001018�� PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE GALVANIZED L MINIMUM STEEL.2 FT.RADIUS. S SHALL ALL CONDUITS WHEN SPECIFIED,WITH THREADED MEET D RIGID RL1M10�0q TX TOOK-•17� ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. COAT ALL THREADS WITH'BRITE ZINC'OR'GOLD CALV. , CRO_ 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL W 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY JURISDICTION ON AND SHALL INCLUDED BUT NOT BE LIMITED ED TELEPHONE COMPANIES HAVING 27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 1 • ``�( 'j / E UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND // L APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE 28.CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THWN DRAWINGS. A.UL-UNDERWRITERS LABORATORIES INSULATION,600 VOLT,COLOR CODED.USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING B. NEC-NATIONAL ELECTRICAL CODE 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 THE WORK. F. NFPA-NATIONAL FIRE CODES LUGS FOR NO.8 AWG AND LARGER. CdSCddld PM 5501 NE 109TH COURT,SUITE A-2 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 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. VANCOLNER,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 SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR 5. EXISTING SERVICES:CONTRACTOR SHALL NOT INTERRHPT EXISTING SERVICES WITHOUT WRITTEN INDICATED ON DRAWINGS. IDENTIFIED BY THE CONTRACT DOCUMENTS. �_ A PERMISSION OF GDIT. � _ �, 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. ∎_ ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.CONTRACTOR IS 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 U7 -.- EQUIPMENT. AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ ' ' �yGINF tS'� UNDER CONTRACT,UNLESS OTHERWISE NOTED. "CAUTION BURIED ELECTRIC"OR"BURIED TELECOM". M �� Dy 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND 7 THE TERM"PROVIDE"USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS,INDICATES THAT (V Q 7 18 : 1 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. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. Q 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 x 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 LLI r 1' ^ GON 1 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 f O 4y 1Q 200e 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 rr - OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 120/208 VOLT OR 120/240 VOLT,SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 2-27-14 jq A L'NO 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.: 7267 REGULATIONS TAKE PRECEDENCE. WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. REQUIREMENTS TO TERMINATE AT THE PPC CABINET. PRELIMINARY 13.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS, 11.IT 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 01-15-14 CUCB 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 DEFINITELY 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 02-26-14 CUBU 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 DEMARCATION OR 2-FEET OUTSIDE FENCED AREA,NEAR UTILITY POLE(IN FENCED AREA),OR END PO54XC011 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 AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO CCI SITE#879602 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. 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 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 BARROWS RD. 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 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 16744 SW SCHOLLS FERRY RD 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 BEAVERTON,OR 97007 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 SHEET TITLE 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. 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 INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING APPURTENANCES WITH GDIT. AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. Sprint' \> P 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10.NO RIGHT 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 f 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 l l I-I S(J I J (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 GDIT, 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. M1 OW IOOION WM 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 11101010110111,111 7•0112-412$ 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. 1h.i r ^��� � 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 � l/.. 53. ALL NEW MATERIAL SHALL HAVE A U.L.LABEL. MINIMUM.ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 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. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS TO CONFLICTS.VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. C. START COLOR BANDS 2"BEFORE MAIN CABLE END 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 GDIT. 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 6. 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 STONE EFREEIOF ANDY DETRIMENTAL QUANTITY OF SOFT,SOUND, THIN,ELUNIFORM ELONGATED IN OR PH 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. 4 143414.� ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED,BRANCH CIRCUITS 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. FOUNDATION, EXCAVATION AND BACKFILL NOTES INSTALLED ON.AND PANEL FIELD LOCATIONS FED FROM(NO EXCEPTIONS.)PROVIDE SAMPLE FOR 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. ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO - \5� �O IN�Y t4� 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 (� O AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN M ,.G/ 'L, 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 NI Q 7 18 % T- BEEN PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING.DO 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. x 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 W Viiii I. ' GON ° 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 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 INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE B UL APPROVED FOR THIS PURPOSE. UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH E U O D D IS U OSE. 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/1 Te obe 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 �i `CC WITH THE OWNER'S 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 2.27_14 R ALWO 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. 7267 I FURNISHED N 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, DESIGN AS SHOWN ON THESE DRAWINGS). 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO MATERIALS AND SO FORTH PRIOR L LOAM BACK FILLING.SAND AND SHALL L,CONSIST SOOF FT SHALE,FREE pRE�MprARy 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 COMPACTED LAYERS. 0 01-15-14 CL/CB 90%CD REVIEW 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY 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 02-26-14 CL/BU 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 A-6.0.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 SITE NUMBER 11.NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH INCHES ABOVE FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH P054XC011 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS,GROUNDED AS FOLLOWS APPROVED CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. SPECIFIED ELEVATIONS WHERE REQUIRED. A.NEAR ANTENNA RAD CENTER ELEVATION, 12.ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT CCI SITE#879602 WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT e. NEWLY GRADED AR-3 01 AREAS F RECEIVE GRAVEL SHALL IO MATERIAL L 1-800-239-3841"0 GEOTEXTILE B. MIDDLE OF TOWER(MID-REIGN OF ANTENNA),IF CABLE RUN IS OVER 200', AVAILABLE. FABRIC TYPE.TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 100.239-3841"OR S�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 BARROWS RD. 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 GRAVEL AS SPECIFIED.I.E.FDOT TYPE No.57 FOR FENCED COMPOUND,FDOT TYPE No.67 FOR SITE ADDRESS 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. 16744 SW SCHOLLS FERRY RD SPECIFICATIONS. THRASH,WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING BEAVERTON,OR 97007 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 A-4,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 PROTECTED BY THE GENERAL CONTRACTOR. 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. SHEET TITLE A. MAIN LINE COLOR BANDS SHALL BE 2'WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. 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 E. START SELECTOR COLOR NEXT TO END CONNECTORS. PRIOR TO PLACEMENT OF FILLS. NOTES 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 ANY UNFAVORABLE MAY BE EXCAVATED OR SEPARATELY NIMATTER AND REUSED R O WITH E ^ TO EXCEED 3'OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF CONDITION S ARET ANY VED PRIOR TO ELISE.FU NI ORGANIC MATTER. GRAVEL OTHER DELETERIOUS URFACING G 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 ROOD TO FULL D.FURNISH PACED URFAC GTHROL GHSU T SITE. 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 AC1318-08 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 Sprint• )0,, 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 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 i (; 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 1771 NM=our U • THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 3 INCHES WIDE. NONI01016 LL 111081-41114 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. 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. CONCRETE EXPOSED TO EARTH OR WEATHER: BLACK MELECT ELECTRICAL TAPE-2 rINCHRWIDWTHAOVERLAPPING CONNECTOR/GROUND ROW BY�APPROXXIMATELY 10/2 k.. C E STRUCTURAL STEEL NOTES 06 AND LARGER 2 IN. INCH.THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR #5 AND SMALLER&WAANF 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 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 PIP SECTIONS:ASTM A53-E,KSI WITH ACI 301,LATEST EDITION.SECTION 4. TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE 5501 NE 109TH COURT,SUITE A-2 PIPE SECTIONS:ASTM A53 E,35 KSI UNDERLYING CABLE.ON CONNECTORS,WHEN WEATHERPROOFING FROM THE MAIN LINE TO VANCOUVER,PHH WA0:360.885.9200 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. EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.LOCATE AND AVOID CUTTING EXISTING REBAR 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO 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 41.•1047!,4. „.# AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL BE TOUCHED UP. 7, USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC& WRAPPED USING A SHINGLED EFFECT.THE TOP LAYER SHALL BE WRAPPED SO THAT THE �':{L' MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO _N �� 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS U7 NOTED OTHERWISE. OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL O ,.0 �NGIN4. tso1 WEATHERPROOFING NOTES RUBBER TAPE ONTO THE UNDERLYING CABLE. j j� 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE CV Q� 7 •v STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE CONCRETE MASONRY NOTES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. X A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER W , WEATHERPROOFING AND TAPE.THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE 0. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: ON 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,GRADE N-1, MANUFACTURER'S 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 • a. ; (WHICHEVER IS GREATER).IF NO DIRECTION IS PROVIDED,WEATHERPROOFING MUST BE DONE TAPE-2 INCHES WIDE. 2. MORTAR SHALL BE TYPE"S"(MINIMUM 1,800 PSI AT 28 DAYS). PER THE FOLLOWING INSTRUCTIONS. fr 00;:4# M Y'4 le F" 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD 2. REQUIRED TOOLS:KNIFE OR SCISSORS. 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 - " ' R A LWO EACH ROW BY APPROXIMATELY W AND EXTENDING PAST THE CONNECTION BY TWO INCHES TO REMOVE ALL GREASE AND DIRT. ( CPM PROJECT NO 7267 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING AS DISCUSSED BELOW,OR AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF FROM THE CONNECTOR/GROUND STEP 2: START WRAPPING SELF-AMALGAMATING KIT.MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS PREUMINARY ELECTRICAUBUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW,OR 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 01-15-14 CL/CB 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. B. COLD SHRINK INSTALLATION PROCEDURE: ITSELF. - 1. REQUIRED MATERIAL COLD SHRINK TUBE,SPACERS AS NEEDED,BLACK ELECTRICAL TAPE-2 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT'UNITS. INCHES WIDE STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF SUSMLT'TAL 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN 2. REQUIRED TOOLS:KNIFE AND TAPE MEASURE OVERLAP(0.751NCH WIDE)LAYERS. N0. 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 02-26-14 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 SITE NUMBER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES.MAKE THE USING THUMB PRESSURE. 11.REINFORCING BARS-SEE NOTES UNDER"STRUCTURAL CONCRETE NOTES"FOR REQUIREMENTS. CONNECTION. P054XC0 11 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 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#879602 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 BARROWS RD. 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 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 $'E ADDRESS 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. THESE TOP 16744 SW SCHOLLS FERRY RD 15.CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BEAVERTON,OR 97007 CONTAINING REINFORCING STEEL. 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 GENERAL • SHALE,ALKAU OR ORGANIC MATERIAL. CAN BE REMOVED OR LEFT IN PLACE.EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT T OFF WITH A KNIFE. NOTES 18.BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. SHEET NO. GN-3 J ` 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 AZ AZIMUTH MISC MISCELLANEOUS 1.301 UST 1O010dR 0104 RL7W0004 TX 7000-4124 BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) 0 rgAW?CAB CABINET MW MICROWAVE CL CENTERLINE NEC NATIONAL ELECTRICAL CODE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPLICABLE Cascadia 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 * -71, . I w, CPM CASCADIA PM OPP OPPOSITE - r.r...∎ D/C DRAFTER/CHECKER PL PROPERTY LINE o ,\§° 0NC?IMF cP1 DEMO DEMOLISH PLYWD PLYWOOD N Q 7' 18 � ► DIA DIAMETER PM PROJECT MANAGER d DIM DIMENSION PROJ PROJECT X w ,� GON ■ DN DOWN PROP PROPERTY w DTL DETAIL PT PRESSURE TREATED ' 00-'1)•16 ' DWG DRAWING RO ROUGH OPENING 2-27-14 �FA , W0 EA EACH ROW RIGHT OF WAY CPM PROJECT NO. 7267 ELECT ELECTRICAL RRH REMOTE RADIO UNIT PRELIMINARY ELEV ELEVATION REQ REQUIRED NO. DATE D/C DESCRIPTION 0 01-15-14 CUCB 90%CD REVIEW EQ EQUAL SBTC SOLID BARE TINNED COPPER EQUIP EQUIPMENT SF SQUARE FEET - - EXT EXTERIOR SHT SHEET SU AL NO. DATE D/C DESCRIPTION FIN FINISH SPEC SPECIFICATION 0 02-26-14 CUBU BP SUBMITTAL FLR FLOOR SQ SQUARE FT FOOT,FEET SS STAINLESS STEEL SITE NUMBER GA GAUGE STL STEEL PO54XCO1 1 GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL CCI SITE#879602 GC GENERAL CONTRACTOR TOC TOP OF CONCRETE S TE NAME GWB GYPSUM WALL BOARD TOM TOP OF MASONRY BARROWS RD. GR GRADE THRU THROUGH SITE ADDRESS GRND GROUND TNND TINNED 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 HVAC HEATING,VENTING&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 OR WATERPROOF JBOX JUNCTION BOX W/ WITH G NJ 4 LB(S) POUND(S) W/O WITHOUT