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Plans SEP 1 1 2012 0 �� PO511 CCI # 879602 Sprint 4XC0 ) cl�rT � Sprint® I n±far, VlStoN . s CONSTRUCTION DRAWI NGS TN 1501 EAST LOOKOUT DRNE RICHARDSpy TX 75082-4124 PROJECT DATA PROJECT CONTACTS DRAWING INDEX GENERAL DYNAMICS Wireless Services SITE ADDRESS: 16744 SW SCHOLLS FERRY RD GOVERNING CODES APPLICANT SHEET I DESCRIPTION BEAVERTON,OR 97007 SPRINT SPECTRUM LLC. IBC-2009,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 1750 FOUNDERS PARKWAY,SUITE 120 T-1.0 TITLE SHEET LATITUDE: 45°25'34.6008"N ALPHARETTA,GA 30004 A-1,0 EXISTING OVERALL SITE PLAN LONGITUDE: 122°50'53.7684"W NEC-2008,NATIONAL ELECTRICAL CODE SOURCE: GPS READING(GD REDLINES) PROPERTY OWNER A-2.0 EXISTING ENLARGED SITE PLAN Cascadia PM DATUM: NAD 83 A.DA COMPLIANCE CHRISTOPHER AND SHERI RALSTON A-3.0 ENLARGED EQUIPMENT PLANS INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. 21029 SW LEBEAU RD 5501 NE 100T11 COURT,SUITE A-2 JURISDICTION: WASHINGTON COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. SHERWOOD.OR 97140 A-4.0 ENLARGED ANTENNA PLANS VANCOUVER,WA 98662 APN: 251060000100 ZONING CLASSIFICATION: FD-20 TOWER OWNER A5.0 ELEVATIONS H 360 WS 9200 CROWN CASTLE INTERNATIONAL A-6.0 ANTENNA&COAX DETAILS I GROUND ELEVATION: 314'AMSL 8547 154TH AVE.NE A-6.1 ANTENNA&COAX DETAILS II TOP OF(E)MONOPOLE: 100'AGL REDMOND,WA 98052 - will BRYAN ADAMS,PMP A-6.2 MICROWAVE ANTENNA DETAILS `� . OCCUPANCY GROUP: U PH:425.202.2775 " A-7.0 RRU DETAILS 'W�s MLI-rar-,_�� CONSTRUCTION TYPE: II-B o ��NGINEC- 5,�. SITE ACQUISITION AND LEASING A-8.0 OUTDOOR EQUIPMENT DETAILS i / 1 CROWN CASTLE INTERNATIONAL r? 8547 154TH AVE.NE A-9.0 CONSTRUCTION DETAILS cV <ii PROJECT SUMMARY DRIVING DIRECTIONS REDMOND,WA 98052 E-1.0 ONE-LINE DIAGRAM AND PANEL SCHEDULE `- 4;' 7' 1 r • BRYAN ADAMS,PMP E-1.1 ELECTRICAL DETAILS x PH:425.202.2775 W E-1.2 ELECTRICAL DETAILS FROM PORTLAND INTERNATIONAL AIRPORT: ZONING&PERMITTING CONSULTANT S REGON THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: E-2.0 GROUNDING SITE PLANS CASCADIA PM 1.HEAD SOUTHWEST ON NE AIRPORT WAY 0.4 MI 5501 NE 109TH COURT,SUITE A-2 E-3.0 GROUNDING RISER DIAGRAM 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. 2.KEEP RIGHT AT THE FORK 0.1 MI O 4Y le , VANCOUVER,WA 98662 3.SLIGHT RIGHT TO STAY ON NE AIRPORT WAY 0.1 MI E-4.0 GROUNDING DETAILS NOAH GRODZIN $ 12 lb 2.PROPOSED REMOVAL OF THREE(3)EXISTING EQUIPMENT CABINETS AND 4.KEEP LEFT AT THE FORK 1.6 MI PH:971.285.6645 GN-1 GENERAL NOTES k 0 INSTALLATION OF TWO(2)NEW EQUIPMENT CABINETS. 5.TAKE THE INTERSTATE 205 S RAMP TO INTERSTATE 84/ CPM PROJECT N PORTLAND/SALEM 0.5 MI CONSTRUCTION MANAGER GN-2 GENERAL NOTES 3. PROPOSED REMOVAL OF SIX(6)PANEL ANTENNAS AND ASSOCIATED 6.MERGE ONTO 1-205 S 2.6 MI GENERAL DYNAMICS WIRELESS SERVICES GN-3 GENERAL NOTES PRELIMINARY COAXIAL CABLES WITH INSTALLATION OF THREE(3)PANEL ANTENNAS,SIX(6) 7.TAKE EXIT 218 TO MERGE ONTO 1-84 W/U.S.30 W TOWARD 8880 SW NIMBUS AVENUE,SUITE B _ RRU'S WITH ASSOCIATED HYBRID CABLE/COAXIAL CABLE.ROUTING OF PORTLAND 5.4 MI BEAVERTON,OR 97008 GN-4 GENERAL NOTES NO DATE D/C DESCRIPTION • PROPOSED COAXIAL CABLE TO FOLLOW EXISTING ROUTING.REMOVAL OF ONE 8.TAKE THE EXIT ON THE LEFT TOWARD BEAVERTON/SALEM 0.4 MI TIM JAMES 0 08-09-12 TT/MM 90%CD REVIEW (1)EXISTING GPS ANTENNA AND INSTALLATION OF ONE(1)PROPOSED GPS 9.MERGE ONTO I-5 S 1.1 MI PH:503-207-7570 1 08-22-12 TT/EG CPM COMMENT ANTENNA.PROPOSED ADDITION OF ONE(1)MICROWAVE DISH ANTENNA AND 10.SLIGHT RIGHT TO STAY ON 1-5 S 6.3 MI CITY OF TIGARD ASSOCIATED CABLING. 11.TAKE THE EXIT TOWARD OR-99W/TIGARD/NEWBERG 0.3 MI PROJECT MANAGER 12.MERGE ONTO OR-99W S/SW BARBUR BLVD GENERAL DYNAMICS WIRELESS SERVICES Approved. - - r SUBMITTAL 4.PROPOSED MODIFICATION OF EXISTING 200A ELECTRICAL SERVICE AND CONTINUE TO FOLLOW OR-99W S 2.1 MI y - - TELCO/FIBER IF REQUIRED FOR INSTALLATION OF NEW 200A POWER/FIBER 13.TURN RIGHT ONTO SW WALNUT ST 2.5 MI 8880 SW NIMBUS AVENUE.SUITE B NO. DATE D/C DESCRIPTION BEAVERTON,OR 97008 Conditionally Approved ....... 1 0 08-26-12 BU/BU BP SUBMITTAL PROTECTION CABINET. 14.CONTINUE ONTO SW MURRAY BLVD 0.4 MI JAY GRATCHNER See Le l 15.TURN LEFT ONTO SW SCHOLLS FERRY RD PH:503-602-2703 Letter to:Follow [[ DESTINATION WILL BE ON THE LEFT 1.4 MI Attached 16744 SW SCHOLLS FERRY RD RF ENGINEER BEAVERTON,OR 97007 f>. 2 r SITE NUMBER ESTIMATED TIME: 38 MINUTES GENERAL DYNAMICS WIRELESS SERVICES PernlltN 11ber: ESTIMATED DISTANCE: 26.6 MILES 8880 SW NIMBUS AVENUE Ad. :7"'l � �ej _ `;s.-:- PO54XC011 BEAVERTON,OR 97008 CCI SITE#879602 PROJECT VICINITY MAP PHH:503.207.7573 By: c%∎•• Date: �� 1`� FAX:503.277.2322 SITE NAME AAV MANAGER Approved plans BARROWS RD. GENERAL DYNAMICS WIRELESS SERVICES shall be on job site. SITE ADDRESS 210 MV OREGON se S•w 8880 SW NIMBUS AVENUE 16744 SW SCHOLLS FERRY RD PROJECT LOCATION BEAVERTON, ANCE OR 97008 OFFICE COPY BEAVERTON,OR 97007 it PH:503-522-5650 APPROVAL LIST SHEET TITLE cr 7# F Mods Plait STRUCTURAL ENGINEER TITLE SIGNATURE DATE scot. VECTOR STRUCTURAL ENGINEERS PROPERTY OWNER TITLE SiN`,raid Fwty Rd 9138 S STATE ST.,SUITE 101 SANDY,UT 84070 SPRINT REPRESENTATIVE SHEET S1 I ROGER T.ALWORTH,S.E. 2t4 16.0° PH:801.990.1775 PROJECT MANAGER SW Scholia FNIY r- we r.ervlir Lr, i N' SITE ACQUISITION svo.o•Ln TN MN SHEET NO. ZONING i 1 S` W E CONST.MANAGER - T-1 .0 RF ENGINEER S MV MANAGER DRAWING LEGEND -- - - -- SUBJECT PROPERTY LINE „...))0 ADJACENT PROPERTY LINE Sprint° LEASE AREA COAX (E)COAX ROUTE HYBRID (N)HYBRID CABLE ROUTE T -- TELCO ROUTE T/P TELCO/POWER ROUTE P— --- POWER ROUTE F FIBER ROUTE i301 EAST LOOKOUT CONE --- -- F/P- - FIBER/POWER ROUTE RICHARDSON.1X 75082-4124 I I EXISTING FENCE GENERAL. DYNAMICS II Wireless Services I X X-X.X ELEVATION MARKER ADJACENT ZONING AF-20 I 1 _ r "_� ® SECTION MARKE R !EThCRT,SUFTE A-2 ■ COMMON ABBREVIATIONS VANCOUVER,WA 98802 I ?� PH:360 885 9200- I f' -- - - — — — — — — — — — — — _J___ �`r �d PROPOSED - (E) EXISTING - (N) NEW �`a "='' (TYP) TYPICAL Q5,. " SW SCHOLLS FERRY RD ch 0 5C �NGINEFA %_ -- - _ _ NOTE: SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL N ? 7; 1 ; a " 4_ . — — — — — IMAGES AND SITE PHOTOS. / SPRINT PROJECT AREA - W - SHEET A-2.0 / 1 REGON f y` • q L(E)VEGETATION \-�.�t„..--- �j� Y 8, APN:2St060000100 v I 8-4=-1 . I AREA:6.2 ACRES 4 a I 7 `" I 1 -- 1 ADJACENT NIN E VE VEGETATION ZONING G ( ) CPM PROJECT NO.: 4534 A I ` �� { FD-20 FD-20 DJACENT ZONING I f PRELIMINARY :00._ C O • (E)GRAVEL ACCESS ROAD 08 DATE-09-12 TT/MM D/ 90 CD DESCRIPTI% REVIEN W 1 08-22-12 TT/EG CPM COMMENT (E)SUBJECT PROPERTY LINE INGRESS/EGRESS FROM SW i (TYP) SUBMITTAL ---- —�+——. ,^^ —— —— FRIENDLY LN /� I NO. DATE D/C DESCRIPTION _ — _ — — ----- --_SW FRIENDLYI.N - /� l 0 08-26-12 BU/BU BP SUBMITTAL __ _ — — _ — _ — / (E)ADJACENT PROPERTY LINE - _ _ - _ - - _-— '~ (TYP) I (E)LINE OF TREE CANOPY(TYP) / SITE NUMBER I (E)BUILDING(TYP) PO54XC011 I rf \ — i \ CCI SITE#879602 %; ; ` I SITE NAME BARROWS RD. I ADJACENT ZONING I 1 SITE ADDRESS FD-20 16744 SW SCHOLLS FERRY RD I BEAVERTON,OR 97007 irrrrrt I i i I rr'��;`'• I I I SHEET TITLE 16.0. (E) OVERALL N SITE PLAN TN MN _ _ W E SHEET NO. S A-1 .0 SCALE:1"=120'-0"(11X17) 0' 60' 120' 240' 1 EXISTING OVERALL SITE PLAN SCALE:1"=60'-0"(22X34) El IN MOM 39'-9" \,\ (COMPOUND AREA) / J 2'-0" / 13.-3" 11`-10" / 12 5" � Sprint o x \ \ alZIP rn Ail ,�, DST LCOKOUT DRIVE PoCHARDSON,TX 75082-4124 Ak GENERAL DYNAMICS //(.(E)SPRINT GPS ANTENNA PIPE IBII%. �x I/ll ��° Cascadia PM MOUNTED TO(E) POST N// �� _ ___,. 'Pik• (E)T-MOBILE EQUIP.ON 0 5501 NE 709TH COURT,SUITE A-2 / ! CONC.PAD(NP) VANCOUVER,WA 98882 • , .. I � PH:380 885 9200 (E)SPRINT QUIP.MOUNTED TO B 1 -p I-BEAMS ON E 8%0"X 19'-6"CONC. ' 1kI ` ►. • - PAD(LEASE AREA) � q 9rit 1l goyli H \ 1r�. � •♦Y ' �/•4 S " �, \ /ill Ill lik/4416 411/,,\IN. �` g ♦♦ . 4..4'W.✓ i ` w 1 N o 0� NG I V d itri' 4 2 ' •REGON � '=% I 16-2" `—' 8-•--I . ■°• 40,,_ ,a1 • ow I �� 1 ._. CPM PROJECT NO.: 4534 I (E)SPRINT(CDMA) I ANTENNAS(TYP) PRELIMINARY 5� I TL _I (E)100-0"MONOPOLE;OTHER NO. DATE D/C DESCRIPTION 08-09-12 TT/MM 90°4 CD 6.J l – – – CARRIER ANTENNAS NOT 10 08-22-12 TTIEG CPM COMMENT – (E)SPRINT UTILITY H-FRAME; SHOWN FOR CLARITY - 200A PPC W/200A - . GENERATOR DISCONNECT/ SUBMITTAL PLUG&TELCO CABINET (E)MOUNTED TO EQUIP. MOUNTED TO CONC.PAD NO. DATE D/C DESCRIPTION WITHIN T-0"X 7'-0'LEASE AREA - 0 08-26-12 BU/BU BP SUBMITTAL W C- —- m (E)CLEARWIRE 200A METER BASE W/DISCONNECT - SITE NUMBER PO54XC011 (E)GRAVELLED CCI SITE#879602 (E)BOLLARD(TYP) COMPOUND SITE NAME -N) , BARROWS RD. SITE ADDRESS (E)6'-0"TALL CHAIN LINK 16744 SW SCHOLLS FERRY RD 7 FENCE W/BARBED WIRE(TYP) - BEAVERTON,OR 97007 \ ___A M�..T _..y__._.__-.... ..<.._ Y--. Y.........._. \ S. —_ SHEET TITLE 14'-0" 12'-0" I 10'-11" Z-10" /� (ROLLING GATE) (E) ENLARGED (E)SPRINT CABINET MOUNTED TO \ / BASE W/DISCONNECT R N eG° SITE PLAN H-FRAME / N l MN X11 F SHEET NO. S SCALE.3/16"=1'-0"(11X17) 0' 5' 10' A 2 .0 1 EXISTING ENLARGED SITE PLAN SCALE.3/8"=1'-0"(22X34) =I " NOTE: ALL EXISTING EQUIPMENT REFLECTED ON (E)SPRINT COAX ROUTE (E)SPRINT COAX ROUTE THE SIDE BY SIDE INSTALLATION TO BE REMOVED UNLESS NOTED OTHERWISE- \ (N)SPRINT HYBRID CABLE ROUTE � (E)24"WIDE SPRINT ICE BRIDGE: Sprin t° `` `O t ABOVE AND BELOW(TYP) ,01(E)SPRINT GPS ANTENNA PIPE P • -O . MOUNTED TO(E) POST NDT A)NT OST PIPE ; 411101P (E)24"WIDE SPRINT ICE (N)24'WIDE SPRINT ICE BRIDGE;IF BRIDGE;ABOVE AND W} � t;. / DETERMINED TO BE REQ'D(TYP) BELOW(TYP) ��♦9��:��♦: ieil'id" ICHA SON LOOKOUT X 7500 DRIVE RICH ROSON.T% 75082-4124 \ \ 1 (E)SPRINT UTILITY 16-�'- .�•r•�-�- .time It \ \ �� - r (E)SPRINT UTILITY ��Vit� a [�3i r�1 H-FRAME;200A PPC W/ [•1) �.,�f•�I,/��,' M�) H-FRAME;200A PPC W/ 31 200A GENERATOR k ' O��Y'�'r - (N)SPRINT GPS MOUNTED 200A GENERATOR Jr — 1.4, --+_�� TON MMBS CABINET'I 5'-10" DISCONNECT/PLUG 8 •�•�� , ( ) DISCONNECT/PLUG& GENERAL DYNAMICS TELCO CABINET Wireless Services \ I I n \ 4 4. • TELCO CABINET(N) w (E)RF �I (E)PWR (E)BATT w (N)BBU SPRINT SPRINT (E)RF ,� (E)PWR (E)BATT — CABINET I I CABINET I CABINET CABINET MMBS CABINET �� I CABINET I CABINET fV i rc _ = CABINET _ m a \ I — m a '� 1--1- ill -- Cascadia PM■ Z THIS PORTION OF I-BEAMS TO 18'', 3'-7" JIB Z Li 3'-7" 5501 NE 109Th COURT.SUITE A-2 O BE REMOVED PRIOR TO `� "� I I p �=fl \ '1 0 1 VANCOUVER,3 o zoo 98662 U 6 SIDE BY SIDE STAGE f, 6' I 6• I w i� W ih _ . (N)AAV NETWORK ,.. es 7 I INTERFACE DEVICE r;�� ' \ \ ------- \ "1. -- (BY OTHERS) r� 6'-4" 4'-1" °'2_ 4'-1" 43_ (jIIN Er s�� ' s 19'-6' i 1 s'6" �� o �N F,Q C4 (E)CONC.PAD/LEASE AREA �► (E)CONC.PAD/LEASE AREA ✓ N ((7 • * I< •REGON SCALE:1/4"=1'-0"(11X17) 0' 2' 4' 8' SCALE:1/4"=1'-0"(11X17) 0' 2' 4' 8' 1 EQUIP. SITE PLAN - EXISTING SCALE:,/2„=,'-D"(22X34) 2 EQUIP. SITE PLAN - SIDE BY SIDE SCALE:1/2"=1'-0"(22X34) ��• 4 C og' 8-.:-12 Q, CPM PROJECT NO.: 4534 PRELIMINARY (E)24"WIDE SPRINT ICE BRIDGE: NO DATE D/C DESCRIPTION ABOVE AND BELOW(TYP) 0 08-09-12 TT/MM 90%CD REVIEW (N)24”WIDE SPRINT ICE BRIDGE;IF _ DETERMINED TO BE REQ'D(TYP) .1). 1 08-22-12 TT/EG CPM COMMENT `. SUBMITTAL Ali m (N)SPRINT HYBRID CABLE ROUTE NO DATE D/C DESCRIPTION ®' 0 08-26-12 BU/BU BP SUBMITTAL = COI . ' :.4 %I r'1 r (E)SPRINT UTILITY - )�� ,l�f Z 1!, P�7 H-FRAME;SPRINT UTILITY W/ °' ' �_�� 200A GENERATOR SITE NUMBER P=�•� DISCONNECT/PLUG& PO54XCO 11 a TELCO CABINET w ® CCI SITE#879602 ce (N)SPRINT GPS MOUNTED Mk TO(N)MMBS CABINET SITE NAME o _ BARROWS RD. a SITE ADDRESS i (N)SPRINT MMBS CABINET ®®� IN_ 16744 SW SCHOLLS FERRY RD O 9• ' 3• i BEAVERTON,OR 97007 w °P °' (N)SPRINT BBU CABINET ® (N)AAV NETWORK SHEET TITLE INTERFACE DEVICE (BY OTHERS) ENLARGED " „m= $ EQUIPMENT PLANS / 19'-6” ir(E)CONC.PAD/LEASE AREA co SHEET NO. 4 EQUIP. SITE PLAN - FINAL SCALE:1/4"=1'-0"(11X17) 0' 2' 4' -3•O 3 NOT USED SCALE:1/2"=1'-0"(22X34) • \\):), , �` a` .co ir.6 I P4 Sprint (N)SPRINT MICROWAVE(TYP)- Vo, Qsj` s SEE 4/- P\J'S. ?� MG J?.c Q�0 ',-'..N�9 a -:_ \\� :O° 41110P 1301 EAST LOOKOUT CAME q '46/ �" RICHA74/;ll ��1919Q�y� y<G\y 111/44 1191!1/! t (N�GgMMq Wireless 19111/p P�Q J�Z ess Services lu9�91 \ / 11 0Y�?O P\� EC Q��Jq� nuN#l �� ♦�vvvv�� g2h1gUTH, T 8R s�'/41 �Q3 JANTEN q / /,� �1� r ,` NTEN 25 •(``S 41 +__1_ \\�0�0� ,, E � �� E)A I��lMU yq MOUNT X 2' '42lMU Nq MOUNT ' Cascadia PM =25s. ! 9 = (E)100'-0"MONOPOLE; t 255° � (E)100'-0"MONOPOLE; (El G M / - OTHER CARRIER ANTENNAS E/GqM .` OTHER CARRIER ANTENNAS 5501 NE 109TH COURT,SUITE A-2 411 �rMUMq SECTORp � i NOT SHOWN FOR CLARITY gZrMUTkSECTpR Fa NOT SHOWN FOR CLARITY VANCOUVER. 2 H, Ei� �' m t m 25 T�. 1 >3 :` �m � 75 �m �� 5' �� g6 � 5 y m 5' ��• �L�_, y 3 m ° A =y I•� Ca SD Z µ m S Z wm \\/ —�: — Z• N z N HBO. t Z k.",0 N/O. M ��i WIN� � (E)SPRINT(COMA)ANTENNAS --1 (E)SPRINT(CDMA)ANTENNAS , '{ (TYP OF 6) �' (TYP OF 6)TO BE REMOVED " m 11, 4, C) 0\�� NGI N EF,Q s, � 7 ' • 4 �� . No cv wit' 7: S R (N)SPRINT ANTENNA 8 RRU A a $' (TYP)-SEE 4/- `r W •REGON SCALE:3/16"=1'-0"(11X17) 0' 5' 10' SCALE:3/16"=1'-0"(11X17) 0' 5' 10' 10 1 ANTENNA PLAN - EXISTING SCALE:38"=1'-0"(22X34) 2 ANTENNA PLAN - SIDE BY SIDE 'SCALE 38"=,-0"(22X34) 0,7\4Y dog - - I 18,2 t 8- , . .0 �� --i..,..- J CPM PROJECT NO.: 4534 Alik aP�O (N)SPRINT MW ANTENNA • ,<<i,� ,� 4,6 PRELIMINARY NOTE: . MOUNTED TO(E)MOUNTING PIPE • - P4' yip NO DATE D/C DESCRIPTION EXISTING SPRINT CDMA ANTENNAS TO BE REMOVED AT A FUTURE DATE,T.B.D.(TYP) ® ��\� Q�,�' 0 08-09-12 TT/MM 90%CD REVIEW ��P�J��/ (N)SPRINT 800MHZ/1900MHZ DUAL a 1 08-22-12 TT/EG CPM COMMENT POLE ANTENNA;TYPICAL OF(1) IZP NOTES: _ PER SECTOR 1. NEW ANTENNAS AND ALL VERIFY PAINT MANUFACTURER R AND FINISH WITH OWNER. '141/1.111' TO MATCH EXISTING STRUCTURE IF REQUIRED. '927 yLq� `♦'�,' NO. DATE �SD/BCMI�DESCRIPTION y TF / Ri�� (N)SPRINT RRU'S MOUNTED NEAR AM 1. \\�� 0 08-26-12 BU/BU BP SUBMITTAL 2. TOWER STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS.SPRINT NETWORK VISION INSTALLATION SHALL ?2 �'q \\+ ANTENNA;(1)800MHZ&(1)1900MHZ iraly NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. 46� \��+ PER SECTOR(TYP) 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS,SUBJECT TO OWNER APPROVAL. :‘::::4*T2 SITE NUMBER 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. (N)G -;~ 70,,,,r. P054XC011 5. REFERENCE A-6.1 FOR HYBRID COAX CABLE ATTACHMENT PER STRUCTURE TYPE. A'4 SECTOR \ CCI SITE#879602 k;?55° N ` �� O t.. Na � �� SITE NAME (E)ANTENN I;NNryy`� \\ ' BARROWS R D. 42rIUUT q MOUNT y/®(....___ e+H't255° 9!9/! � (E)100'-0"MONOPOLE; SITE ADDRESS pp�/ � ° OTHER CARRIER ANTENNAS 16744 SW SCHOLLS FERRY RD 1//q0 NOT SHOWN FOR CLARITY BEAVERTON,OR 97007 �, GZ-A SHEET TITLE m • ENLARGED =m ,� a e°° ANTENNA PLANS _> Z II 0 ••% F SHEET NO. S SCALE:3/16"=1'-0"(11X17) 0' 5' ., A-4. o 3 NOTES 4 ANTENNA PLAN - FINAL SCALE:3/8'=1'-0"(22X34) 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. ito ' VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sprint 4105° " (E)LIGHTNING ROD @ 106-0" 1301 EAST LOOKOUT DRAT (E)LIGHTNING ROD @ 106'-0" RICIMRDSON,1X 75082-4124 (E)SPRINT ANTENNA TIP HEIGHT A 104'-0"AGL (N)SPRINT ANTENNA TIP HEIGHT (N)SPRINT ANTENNA TIP HEIGHT GENERAL DYNAMICS 1P HEIGHT AGL 'JVire!11ss Services 103'-0"AGL (N)SPRINT MW ANTENNA (N)SPRINT ANTENNA RAD CENTER MOUNTED TO(E)MOUNTING PIPE _/// D CENTER AGL (N)SPRINT ANTENNA RAD CENTER 100'-0"AGL p (E)TOP OF MONOPOLE TOWER (E)TOP OF MONOPOLE TOWER Cr p 100'-0"AGL $ i1$ 100'-0"AGL Cascadia PM II' 4 PP 5501 NE 109TH COURT,SUITE A-2 Ai (N)SPRINT 800MHZ/1900MHZ DUAL I a (N)SPRINT 800MHZ/1900MHZ DUAL VANCOUVER. .9 00 PH:380.885.9200 (E)T-MOBILE ANTENNA RAD CENTER (E)T-MOBILE ANTENNA RAD CENTER Adi M POLE ANTENNA;TYPICAL OF(1) ♦ ®� POLE ANTENNA;TYPICAL OF(1) :: -- PER SECTOR it 90'-0"AGL PER SECTOR 90'-0"AGL(E)CLEARWIRE ANTENNA RAD CENTER (E)CLEARWIRE ANTENNA RAD CENTER .N"' 411 4 (N)SPRINT RRU'S MOUNTED NEAR 85'-0"AGL 0 (N)SPRINT RRU'S MOUNTED NEAR i 85'-0"AGL ' • ' Nip ANTENNA;(1)800MHZ&(1)1900MHZ 4 ANTENNA;(1)800MHZ 8(1)1900MHZ � s�. -` PER SECTOR(TYP) PER SECTOR(TYP) c," o # tNGIN EF s M Csi 4/ " a ip v x w 11, •REGON p8-284-1206 +18,2,O� CPM PROJECT NO• 4534 PRELIMINARY NO DATE D/C DESCRIPTION 0 08-09-12 TT/MM 90%CD REVIEW 2 1 08-22-12 TT/EG CPM COMMENT OD 33 O SUBMITTAL NO. DATE D/C DESCRIPTION 0 08-26-12 BU/BU BP SUBMITTAL (E)100'-0"MONOPOLE;(N) (E)100'-0"MONOPOLE;(N) _ I HYBRID CABLE TO FOLLOW = HYBRID CABLE TO FOLLOW _ m (E)COAX ROUTING INSIDE -< (E)COAX ROUTING INSIDE SITE NUMBER O 33 MONOPOLE STRUCTURAL ANALYSIS, a STRUCTURAL ANALYSIS, PO54XC011 DATED 7/13/12 DATED 7/13/12 CCI SITE#879602 SITE NAME (E)6'-0"TALL CHAIN LINK (E)6'-0"TALL CHAIN LINK BARROWS RD. < FENCED COMPOUND < FENCED COMPOUND 33 v o SITE ADDRESS 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 -� _�... . .<.J SHEET TITLE riMP I s RA a 3il a. W a o yI a"> `IE ' `. w O MA: 1.W.Ae ... i • .i .F. . .. ... i+ r <, tc a &- s � o `1 e 14,0 A y Fd Fy2 *a £ o ... `° - ELEVATIONS NS(E)GRADE 0-0" ah ; '-a ✓.. .aA.-:, .. . . ,4 4 (314'AMSL) (314'AMSL) SHEET NO. FINAL SCALE:1/16"=1'-0"(11X17) 0' . .' 16' 32 2 WEST ELEVATION - FINAL SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32'' A_5 .0 1 NORTH ELEVATION FIN SCALE:1/8"=1'-0"(22X34) MI . �� S SCALE:1/8"=1'-0"(22X34) !e 611M1111 1 MANUFACTURER: POWERWAVE \1� • 'PART NUMBER: P65-16-XLPP•RR LENGTH: 72.0" I Sprint° WIDTH: 12.0" SPRINT ANTENNA&HYBRID CABLE LENGTH SCHEDULE . DEPTH 6.0° A WEIGHT W/O BRACKETS: 49.0 LBS 800MHZ-45' 1900MHZ+45' 8OOMH:+45' MECH. HYBRID JUMPER SIZE WEIGHT W/BRACKETS: 56.0 LBS SECTOR QTY. ANTENNA MODEL AZIMUTH RAD CENTER CABLE LENGTH RRU MODEL(S) C � OOWNTILT CABLE TYPE &LENGTH BRACKET MODELVS:7256.00&7454.00 C Cu)�) �) ALPHA 1 P65-16-XLPP-RR T.B.D.° 20° 100'-0" 129'-0" TYPE 2 RRH C2C& 1/2"&6'RRH P4 101 EAST LDacarr DR1vE � RICHMD50N,T( 75082-4124 � BETA 1 P6516-XLPP RR T.B.D.° 145° 100'-0" 129'-0' TYPE2 RRRH-P4& 1/2"&6' PCS2-45• ,PCSI-45' GAMMA 1 P65-16-XLPP-RR T.B.D.° 255° 100'-0" 129'-0" TYPE 2 RRH-C2C& 1/2"&6' 19009112-45 RRH-P4 GENERAL DYNAMICS Wireless Sery . TYPICAL ANTENNA PORT DETAIL GPS 1 TMG-HR-26NCM • N/A N/A 8'-0" 15'-0" 112- N/A N/A FRONT SIDE NOTES: Cascadia PM 1. HYBRID/COAX CABLE LENGTHS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY LENGTHS PER FINAL ICE BRIDGE (,M.Ne'1r I CONFIGURATION AND STRUCTURE MOUNTED ROUTING. 5501 NE 109TH COURT,SUITE A-2 \ + +J/ VANCOUVER,WA 98882 / PH:380.885.9200 ∎- 2. ALL HYBRID/COAX CABLE INSTALLATION SHALL CONFORM TO CURRENT SPRINT STANDARDS.SEE DETAILS ON SHEET A-6.1. BOTTOM 3. ALL HYBRID/COAX CABLE CONNECTIONS TO BE WEATHERPROOFED.SEE DETAILS ON SHEET A-6.1 NOTES: v 1. IF REQUIRED,PAINT ANTENNAS AND RRU'S TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WITH THE 4. ALL RET CABLE TO BE SUPLIED BY COMMSCOPE AND SHALL BE 9.8'IN LENGTH,MODEL#iRET AISGv1.1. > 1• 1 I■ SURROUNDING AREAS USING NON-REFLECTIVE PAINT. �Alb. J 5. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH ARE MOUNTED ON THE PIPE BEHIND THE ANTENNA,SIMILAR �ts!.�_r�rf�� 2. VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO THAT SHOWN ON DETAIL#4,THIS SHEET. o ��fG - NEFR�>0 3. ALL ANTENNA INSTALLATION AND TESTING SHALL CONFORM TO CURRENT SPRINT STANDARDS. 6. CONTRACTOR TO FIELD VERIFY EXISTING AZIMUTHS BEFORE RELOCATING THE ANTENNAS.IF RELOCATION IS REQUIRED, CV i� 4. NEW SPRINT RRU'S ARR MOUNTED TO PIPE MAST BEHIND ANTENNAS SIMILAR TO THAT SHOWN ON DETAIL 4/-. NOTIFY SPRINT RF ENGINEER PRIOR TO RELOCATION. 7: 1 ; " a x Ill 1 SPRINT ANTENNA SPECIFICATIONS SCALE NTS(11X17) 2 ANTENNA & COAX SCHEDULE SCALE:NTS(22X34) _ ' •REGON SCALE:NTS(22X34) SCALE:NTS(22X34) �, 4Y 0 18,O GPS NOTES: SHALL SOLIDLY BIND 8-,l1 `+ . , • CLAMP(SHALL BE SOFT) TERMINATION CLOSURE V� 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD CPM PROJECT NO 4534 GPS:TMR-HR-26NCM;GPS TO 1'0,SCH.40,GALVANIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE PRELIMINARY MUST NOT BE THREADED AT THE ANTENNA MOUNT END. BE MOUNTED A MIN.OF 2'-0" , LJ - ABOVE MMBS-BBU CABINET �C` TWO POINTS SHALL BE FIXED NO. DATE D/C DESCRIPTION 2. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH(MIN.OF 18",8'-0"IF `C� J.� BEFORE RRU CONNECTION 0 08-09-12 TT/MM 90%CD REVIEW (E)OR(N)2-3/8"O.D.MIN. U MOUNTING TO PROPOSED MMBS-BBU)USING A HAND OR ROTARY PIPE ANTENNA PIPE MOUNT (C�1 CLOSURE AND ROLLED CABLE 1 08-22-12 TT/EG CPM COMMENT -. 9 CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK GPS MOUNT;TMR-LMNT SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED. (N)SST STANDARD HANGER 111 ANTENNA MOUNT CABLE SHALL BE PLACED NOT TO SUBMITTAL ATTACHED TO PIPE 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS TOUCH WITH TOWER STRUCTURES WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS (3)(N)BREAKOUT UNITS, CAP DETAIL OR OTHER MATERIALS.BENDING NO DATE D/C DESCRIPTION WITHIN 2°OF LEVEL. TYP OF(1)PER SECTOR . RADIUS OF ROLLED CABLE SHALL 0 08-26-12 BU/BU BP SUBMITTAL (N)SPRINT ANTENNA BE LARGER THAN REQUIREMENTS 4. DO NOT SWEEP TEST GPS ANTENNA. (N) OF SPECIFIC PRODUCT. (E)ANTENNA SUPPORT 800Mhz -SEE 1/A-6.0&2/A$.0 FRAME RRU *I n (E)OR(N) SITE NUMBER 1"0 STD.PIPE:LENGTH AS 5. ATTACH GPS MOUNTING PIPE TO NEW MMBS-BBU USING(4)8MMx15MM (E)TOWER/MONOPOLE P O AA R CROSS-OVER PLATE REQ'D TO OBTAIN DESIRED SS BOLTS AND(4)1"PIPE STRAPS. GPS TO BE MOUNTED A MIN.OF 2'-0° MOUNT PER PLAN AND 1 (MTS PART#XP-2040) P054XC011 HEIGHT-SEE 2/A-6.0 - I .� ABOVE MMBS-BBU CABINET. ELEVATION CCI SITE#879602 )E)OR(N)2-3/8"O.D. SITE NAME MIN.ANTENNA PIPE MINIMUM OF 75%OR ��I��>_��C� MOUNT BARROWS RD. PIPE MAST MOUNTED TO 270°IN ANY DIRECTION - IIlifal I-,\- MUDROOM CABINET W/ I Idp (N)COAX SITE ADDRESS REQ'D HARDWARE '�I�I:• 270° COLOR CODE BAND (N) III BLOCK OR 16744 SW SCHOLLS FERRY RD I P40 GPS NEW 4"SST CLAMP, CARET BEAVERTON,OR 97007 1900Mhz -] SOFT CLAMP ANDREW#31670-3, RRU 1111 1 I CABLE ' ° NP,OF(2)PER - Ill, ...1 �.. SHEET TITLE BREAKOUT UNIT ``11``11 GPS OBSTRUCTIONS SUPPORT HYBRID ��i1I`, I MUST BE BELOW 15 CABLE WITHIN 12"OF I \\1' 1 1 1 ' COAXIAL CABLE-SEE 2/A-6.0 MEDUSA Ei �/ ANTENNA & - I STANDARD HANGER IN ( (N)SST COAX COAX DETAILS '. o e ue SNAP-IN FOR EXCESS NEW HYBRID FANOUT STANDOFF (N)JUMPER CABLE TYP CABLES CABLE TYPICAL OF 3. ( ) • T SUPPORTED BY HOISTING GRIP EVERY 200'-0" I SIDE VIEW OF COAX SHEET NO. SUPPORT SCALE:NTS(11X17) SCALE:NTS(11X17) A 6.0 3 GPS ANTENNA MOUNTING & REQUIREMENTS 4 TYPICAL BOOM AND STAND-OFF MOUNTING DETAIL SCALE:NTS(22X34) SCALE:NTS(22X34) TYPE t TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 \�/ • TYPICAL HYBRID CABLE COLOR CODE TYPICAL JUMPER CABLE COLOR CODE TOTAL LENGTH -35 m(114.8') -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. SECTOR FIRST RING SECOND RING THIRD RING FREQUENCY ANTENNA PORT RRU PORT I CABLE COLOR 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, 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, • ALPHA GREEN NO TAPE NO TAPE RET RET N/A CONFIGURATION AWG 10 2 PAIR AWG 8 2 PAIR AWG 8 2 PAIR • BETA GREEN GREEN NO TAPE 800 MHz 800 MHz+45° ANT 1 WHITE CABLE DIAMETER 25mm(0.98") - 27mm(1.06") 30mm(1.18") 30/32mm' 32mm(1.26") 39.2mm(1.54") 43.5mm(1.71") BENDING RADIUS 300mm(12") 330mm(13") 390mm(15") 450mm(18") 450MM(18") 457mm(18") 533MM(21") • GAMMA GREEN GREEN GREEN 800 MHz-45° ANT 0 BLUE OPTIC CABLE LC/PC-to-LC/PC,SINGLE MODE DU CABINET(POWER 1301 FIST LOOKOUT CAME PCS1-45° ANT 0 BLUE CABLE TERMINAL 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE RICHARDSON.TX 75092-4124 MAX SIZE AWG 4) FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE PCS1+45° ANT 1 WHITE RRU POWER CABLE AWG 8,14.7-15.4mm SPEC AWG 10.11 5-12.4mm GENERAL DYNAMICS •FREQUENCY FIRST RING SECOND RING 1900 MHz PCS2-45° ANT 2 GREEN NON USE POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER Wireless Services AND OPTIC CABLE AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC 800 MHz YELLOW GREEN PCS2+45° ANT 3 BROWN CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE PROTECTION PIPE PIPE PIPE PIPE PIPE PIPE 1900 MHz YELLOW RED RET RET RED SAMSUNG FIBER O.Slbs/If 0.61bs/li 0.8Ibs/If 0.9Ibs/If 1.11bs/If N/A N/A ASIA TAI 0.71bs/If 0.71bs/If 0.71bs/If 0.71bs/If 0.71bs/If N/A N/A NOTE: TESCO N/A N/A N/A N/A N/A 1.61bs/If 2.21bs/If Cascadia PM ON HIGH CAPACITY SITES OR FOUR SECTOR SITES NEEDING AN ADDITIONAL LINE AND RRU CONTACT GDIT SITE SUPERVISOR FOR COLOR CODE INFORMATION ON ADDITIONAL LINES. 5501 NE 109TH COURT,SUITE A-2 VANCOUVER,WA 98662 PH.360.885.9200 1 HYBRID & JUMPER COAXIAL CABLE COLOR CODING SCALE:NTS(11X17) 2 HYBRID CABLE TYPES & SPECIFICATIONS SCALE:NTS(11X17) SCALE:NTS(22X34) SCALE:NTS(22X34) .. 1 -1. -' III ..ts.>. I 2SPACE 2"TAPE 2"TAPE BETWEEN HYBRID 2°TAPE 2"TAPE 2"TAPE RING 2"TAPE RING o c, N01 NESs 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 c'1 C.?\ R 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 Ca 7 • • ` HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR) . x COPPER W :_— d m_ _ �__ . �9 ►id`iti i•ti i •i 9 •♦ y i� 9♦,•�4 •REGO 48 4611,41 • •iii •• •.♦•♦�0 9i• M oi ♦♦•••4►•O�i.4♦� '�s 6 TO RRU ♦♦ ♦ ♦ •♦•b 9 �► 'tt i�i�♦�••�•♦♦♦�•i Rte►♦♦ O NC ON • •.•�•b• I O�AY 1 g'2Q�v. (6)FIBER - A.♦�∎�♦.∎ L� "� 8 '�iili.r� CABLES CPM PROJECT NO.: 4534 HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR CODE WRAP TAPE AROUND ' 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 ° 0 08-09-12 TT/MM 90%CD REVIEW 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING 1 08-22-12 TT/EG CPM COMMENT 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 5 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 CODES RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING y RINGS y SECTOR) y RINGS y SECTOR) SUBMITTAL (4)PAIR '� NO. DATE D/C DESCRIPTION COPPER .y� y_ •.•. - y -•.�� • .•.tIItii 0 08-26-12 BU/BU BP SUBMITTAL• TO CABINET a i �� _ 6♦•♦:♦♦•.44.4. :•♦�•• i•♦•i♦• SITE NUMBER•• �0••♦••� � � P054XC011 (6)FIBER— CCI SITE#879602 CABLES J i HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR CODE J NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR WRAP TAPE AROUND HYBRID J 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) RRU BARROWS RD. NOTES: 2"TAPE 2"TAPE 2"SPACE HYBRID CABLE CONNECTION AT CABINET SECOND RING FIRST RING BETWEEN CABLE CODE 2"TAPE SITE ADDRESS 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# r SPACE BEAVERTON,OR 97007 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2"FROM AN -- * x * - 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 RRU ------------ • ANTENNA END SHEET TITLE CODE"TABLE ABOVE FOR THE RESPECTIVE SECTOR. OF JUMPER 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 ANTENNA & 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 COAX DETAILS II 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 1 RRU 8 END - INDIVIDUAL CABLES,AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. • - - FROM ANTENNA 8. COLOR BAND ON JUMPERS SHALL BE 2"WIDE WITH A 2"SPACE. OF JUMPER SHEET NO. JUMPER CABLE CONNECTION AT RRU AND ANTENNA SCALE:NTS(11X17) 3 HYBRID COAXIAL CABLE TAPE COLOR CODING SCALE:NTS(22X34) DEPTH \I _ 1 __ 1 w Sprint MANUFACTURER: DRAGONWAVE (--5, I r PART NAME: "HORIZON COMPACT" = LENGTH: 9.3" MANUFACTURER: COMMSCOPE I' O WIDTH: 9.3"PART NUMBER. VHLP2-18 w DEPTH. 4.75"NOMINAL DIAMETER: 24" WEIGHT Wl0 ANTENNA: 11.5 LBS ACTUAL DIAMETER 25.9" �J 1301 EAST LOOKOUT DRIVE " DEPTH: 10.2" __ (E)OR(N)ANTENNA r OFFSET 14.6" . I MOUNTING PIPE,SEE I RICHARD'' 1,TX 7'5082-1124 WEIGHT W/O BRACKETS. 25.0 LBS O�Iint NOTE THIS DETAIL "I WIDTH ,i, Pjiir (N)RADIO(ODU) GENERAL CYNASA ICS BRACKET MODEL:PER MANUFACTURER, MOUNTED TO ANTENNA ,,,,roles.--;Services PIPE 0 OF 1.9"-4.5" -SEE SPECIFICATIONS DIAMETER THIS DETAIL (N)ANTENNA 2 RADIO (ODU) SPECIFICATIONS SCALE:NTS(11X17) MOUNTING SUPPLIED SCALE:NTS(22X34) BY MANUFACTURER Cascadia PM d I NOTES: 5501 NE 109TH COURT.SUITE A-2 tu 0 1. ANTENNAS THAT ARE LESS THAN OR EQUAL TO 2.5'IN DIAMETER MUST BE MOUNTED ON A PIPE OF MINIMUM SCHEDULE 40 AND 2 7/8"OD. VANCOUVER,WA 98662 \Il�:�l' PH 360 885 9200 ' 2. ANTENNAS THAT ARE LARGER THAN 2.5'IN DIAMETER MUST BE MOUNTED ON A SCHEDULE 40,3 7/8"OR 4.5'OD PIPE. 3. NO MORE THAN TWO,2'MICROWAVE ANTENNAS MAY BE INSTALLED PER MOUNT.IF A SITE REQUIRES MORE THAN TWO ANTENNAS.THE OFFSET SMALLEST COMBINATION OF ANTENNAS PER MOUNT SHALL BE IMPLEMENTED WITH THE LARGEST ANTENNA MOUNTED LOWEST ON THE POLE 4. A MICROWAVE ANTENNA THAT IS EQUAL TO OR LAGER THAN 2.5 IN DIAMETER REQUIRES ITS OWN MOUNT. I 5. A MICROWAVE ANTENNA THAT IS EQUAL TO OR LARGER THAN 2.5 IN DIAMETER REQUIRES THE USE OF STIFF-ARMS,STRUTS OR TIE-BACKS. . • ± w 6. TO ACCOMMODATE FUTURE GROWTH,ALL FAN SITES REQUIRE THE USE OF 4.5"OD PIPES. 7. 4.5"OD PIPE MUST BE USED IF MORE THAN ONE ANTENNA IS REQUIRED ON A SINGLE POLE. w-dow1.>•=a=r? j 8. MICROWAVE ANTENNAS THAT ARE ORIENTATED WITHIN 90°AZIMUTH OF EACH OTHER ARE REQUIRED TO BE SPACED A MINIMUM OF 12 INCHES "� FROM TIP TO TIP. o •4, �NGINEF-ssi0 9. THE BOTTOM OF THE LOWEST ANTENNA ON A POLE IS REQUIRED TO BE A MINIMUM OF 7 FEET ABOVE GROUND LEVEL. c`? ( 10. TO ENSURE ADEQUATE CLEARANCE FOR LINE OF SIGHT(LOS)AND AVOID POTENTIAL INTERFERENCE ISSUES,MICROWAVE ANTENNAS SHOULD N X 44 1 � BE MOUNTED ABOVE RF PANEL ANTENNAS a x W SCALE:NTS(11X17) , •REGON 1 MICROWAVE ANTENNA SPECIFICATIONS SCALE:NTS(22X34) 3 NOTES �' �'9Y 04 8- tI 0„ 189V MICROWAVE COLOR CODE PER CPM PROJECT NO: 4534 SPRINT STANDARDS;CONTACT MW ENGINEER PRIOR TO INSTALLATION PRELIMINARY FOR FINAL COLOR CODING _ 2'TAPE RING x1"SPACEk 2"TAPE RING 1"SPACE 2"TAPE RING 1"SPACEx 2"TAPE RING X1"SPACEk 2"TAPE RING k1'SPACEk 2"TAPE RING 1"SPACE; 2"TAPE RING NO. DATE D/C DESCRIPTION STRIPE 7 1 1 STRIPE 6 1 1 STRIPE 5 1 1 STRIPE 4 1 1 STRIPE 3 1 1 STRIPE 2 1 1 STRIPE 1 RJ-5 CONNECTOR 0 08-09-12 TT/MM 90%CD REVIEW NOTES: -SEE NOTE#4 1 08-22-12 TT/EG CPM COMMENT • ♦ '• •� �ti ••♦.•iyi♦•♦ •a MOW*- -.4 ' �• -•i iy♦ ''ice 44 - ♦• S 1. DRAGONWAVE RECOMMENDATIONA• •♦ ♦♦ • ♦♦♦ 1 ♦ ►♦♦ ♦ ►♦�ry •♦..j � FOR OUTDOOR PonE(CAT5e)P/N: ♦• �► ► ♦.••• .••••••40♦•♦•i • 9••♦♦•�••♦bpi NOTE: NOTE: \ 20 4" PROPOSED RRU'S AND ALL MOUNTING HARDWARE TO BE PROPOSED RRU'S 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 OWNFR VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sprint° ....-fr \ 13.8" 9.0" !r �� SPECIFICATIONS(W/FILTER): SPECIFICATIONS: DIMENSIONS: 709 X 289 X 520 MM \ DIMENSIONS: 605 X 350 X 228 MM �\ .F��. (27.9"X 11.4"X 20.4") (23.8"X 13.8"X 9.0") dil5P WEIGHT: 52 LBS • WEIGHT: 60 LBS TOP VIEW MOUNTING TABS • 11.4" 1, (TYP) 1301 EAST LOOKCAJT DRNE 1 RICHARDSON,TX 75082-4124 \ - • • - m GENERAL DYNAMICS a.= i!' w Wireless Services "I'' Ill OPTIC PORT POWER OPTIC(-48�) ANTENNA PORT 1 RET / (TYP) r 1 1 9�C� C� �_ oo : a FGND Cascadia PM IR I r SIDE VIEW FRONT VIEW o ° q o 0 5501 NE 1D9TN COURT,SUITE A-2 \ L)�O i i:�. J! Z: I.L obO� o a d o aOv o o ,W8662 ri 85. 0[Om. ANT 0 ANT 1 ANT 2 ANT 3 SIDE VIEW — ® ® All GROUND o ANT 0 I•p: O u 4�TTO�O� r .m 1 ANTI \.._. _..,i r v o \��■ �NGINFFd5 sO ��9" a ®� BOTTOM VIEW POWER PORT RET cv l(i� 1 I,' �u 48 VOLTS 7' ' • o- x BOTTOM VIEW W •REGON SCALE.NTS(11X17) SCALE:NTS(11X17) 'r* , (�� 1 800 MHz RRU (RRH-C2C) SCALE.NTS(22X34) - 2 1900 MHz RRU (RRH-P4) _ 0,7,41'16,Z,O SCALE.NTS(22X34) 8-t--1 y 'w__ CPM PROJECT NO.: 4534 NOTE: PRELIMINARY FOR WALL MOUNTING PLEASE REFER TO MMBS INFORMATIONAL NO. DATE D/C DESCRIPTION SPECIFICATION-R11-14 MAY 2012 FOR GD.PPTX 0 08-09-12 TT/MM 90%CD REVIEW t!A PER RRU TECHNOLOGY 1 08-22-12 TT/EG CPM COMMENT Ilik REQUIREMENTS RRH-C2A (VERIFY) SUBMITTAL (E)OR(N)3 1/2"O.D. (N)SAMSUNG RRU MOUNTING BRACKET 8 NO. DATE D/C DESCRIPTION MOUNTING PIPE(TYP) � (N)TING SAMSUNG RRU HARDWARE 0 08-26-12 BU/BU BP SUBMITTAL MS X 25L HEX BOLT, MOUNTING BRACKET II POLE MOUNTING BRACKET I � M8 SPRING WASHER, &HARDWARE PLANE WASHER �� M8 PLANE WASHER :01111', M12 SPRING WASHER RR PLANE MOUNTING ".�'. °_° ' _ SITE NUMBER )1411k �` a Q 0 M12 HEX.NUT BRACKET TOP SLOT I l filal P 054XC011 O I'� JL (E)OR(N)3 1/2"O.D MOUNTING PIPE(TYP) � ' I 0 SITE NAME � I o� ��aoo 1 °z„ oo a ,,� UwLL BARROWS RD. O . i �:�__ woo jil'�' it �li�l�11.11111 i SITE ADDRE8S .�? III — cc d - 16744 SW SCROLLS FERRY RD ' ■ I 1 BEAVERTON.OR 97007 I. fig i11i� 1111 a pIlli �� ° :_-I �T �. SHEET TITLE \I 'I' �� vs IN RRU DETAILS SIDE VIEW FRONT VIEW TOP VIEW d NOTE: FOR WALL MOUNTING PLEASE REFER TO MMBS INFORMATIONAL SPECIFICATION-R11-14 MAY 2012 FOR GD.PPTX SHEET NO. SCALE:NTS(11X17) SCALE:NTS(11X17) O 3 800 MHZ RRU (RRH-C2C) - MOUNTING DETAIL SCALE:NTS(22X34) 4 1900 MHZ RRU (RRH-P4) - MOUNTING DETAIL SCALE:NTS(22X34) / 2'-3" 3"MIN 2'-4" 1.-9" 36"MAX 2'-2"MIN CLR. \`■\- -- -,! - \ \ I ANCHOR SCHEDULE 1 I • BOLT DIA. HOLE DIA. 'E"EMBEDMENT Sprint° 3/8' 3/8" 2' . • \ 1/2" 1/2" 3" - 5/8' 518' 3 1/8" 3/4" 314" 3314" 41121P ., - • J EQUIPMENT CABINET 1301 EAST LOOKOUT DRIVE RICHARDSON.TX 75082-4124 Ill 4 , HILTI KWIK BOLT-TZ USE S.S.KB-7Z FOR • (E)OR(N)CONC.SLAB OUTDOOR APPLICATION GENERAL ISsGYNAMICS BBU CABINET MMES CABINET N ; • Cascadia PM a \ 5501 NE 109TH COURT,SUITE A/2 VANCOUVER,WA 98882 PH- _ WAF 90 NOTES: i w 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY OR U 1tio 1T� EQUIVALENT METHODS.NO REBAR OR TENDONS SHALL BE CUT.ALL EXPENSES RELATED TO REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. '� ° w 2. SPECIAL INSPECTION IS REQUIRED FOR(HILTI KWIK BOLT-TZ PER ESR-1917)CONCRETE I EXPANSION ANCHORS AGAINST SEISMIC. W�s41 ��' •\ - z 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. co -- - -- 4. VERIFY EQUIPMENT CABINET SPECIFICATIONS FOR MOUNTING HOLE LOCATIONS d D4 LNG!NE�c9 04 co CV �\ CL- 7: 1 ; • \ K W 1 EQUIPMENT CABINETS - TYPICAL LAYOUT SCALE:NTS(11X17) - 2 CABINET ANCHORING DETAIL SCALE:"TS"'X34) . •REGON SCALE:NTS(22X34) L SCALE:NTS(22X34) fr • , MMBS CABINET WEIGHT B DIMENSIONS i $-�"-, 2 L ,•0 TOP LIFTING LUG(TYP) �� CPM PROJECT NO.: 4534 WEIGHT(LBS) 553 W/O DU SHELF Y TOP PLAN VIEW 881 W/DU SHELF Fi - TOP PLAN VIEW DIMENSIONS 70.81N X 29.51N X 40.1(37.01IN f PRELIMINARY 1800X700X1018(820)MM _ 1111 NO DATE D/C DESCRIPTION " \ �� - V C► 0 08-09-12 TT/MM 90%CD REVIEW / 2-4" 2'-1" 2�-4• 1 08-22-12 TT/EG CPM COMMENT 3" f, 1'-10' 3" - }I yy yy I 3�' / I 2" I 1't0" I I 2" / 3�" / -\ •—I - �\ , 7 BBU CABINET SPECIFICATIONS \ _. - ° SUBMITTAL • " • ITEM WEIGHT(LBS) f • "� - \ /:.: NO. DATE D/C DESCRIPTION • 0 08-26-12 BU/BU BP SUBMITTAL CAPACITY MAX.4 BATTERY STRINGS AIR CONDITIONER/COOLING _ COOLING WITH FAN FOR EMERGENCY ° a • MODE(McLEAN 120 HVAC) ° • SITE NUMBER • • SOUND LEVEL 658BA 5 5FT(1.5m)e • - " ° 8 HEIGHT OF 3FT • P054XC01 1 SIZE AIR CONDITIONER/COOLING 1 • WITH FAN FOR EMERGENCY J CCI SITE#879602 in - MODE(MCLEAN 120 HVAC) 4) .�— SITE NAME - CABINET WEIGHT 370 LBS •_ PER BATTERY 529 LBS • • BARROWS RD. •• STRING WEIGHT • DIMENSIONS 70 8900X700XN018(820)MMMN - ••-•••••-• • SITE ADDRESS •0000 BATTERY NARADA 190AH(12140T190) 16744 SW SCHOLLS FERRY RD in / • • AGM TYPE(VRLA) \ • BEAVERTON,OR 97007 \ - — AC POWER 220 VAC,3.5 AMP(TYP). d / / \• • • <O 14.4 AMP STARTING •\ REAR ELEVATION SIDE ELEVATION \ FRONT ELEVATION DC POWER 10 AMP MAX.�480DVC \ REAR ELEVATION SIDE ELEVATION FRONT ELEVATION SHEET TITLE — HEX HEAD STOPPING _ PLUGS -SEE 4/E-1.1 FOR \ OUTDOOR EQUIP. PORT LAYOUT DETAIL • 0 11• BOTTOM PLAN VIEW „• III BOTTOM PLAN VIEW DETAILS II 1-8" I1 , �" \ `' SHEET NO. 2'-2" 7-5" 2" 1 7-3" ((( Tff A-8.0 3 MMBS MECHANICAL SPECIFICATIONS SCALE:NTS(,1X'7) 4 BBU MECHANICAL SPECIFICATIONS SCALE NTS(11X17) SCALE:NTS(22X34) SCALE:NTS(22X34) y BET10'-0" J� "I MAX.BETWEEN POSTS 1 — \e 24"WIDE X 10'LONG GRIP-STRUT *F COAX PER 2/A-6 0,MOUNTED TO ICE Sprint° ......" — -- ,, as I I BRIDGE W/VALMONT OR APPROVED EQUAL COAX BLOCKS;PART#CX878C I , ..... cIt �•i OR#CXB158 . r , I �I. :tat " \ 1301 EASE LOOKOUT DRIVE ANGLE BRACKET TRAPEZE RICHARDSON•TX 75082-4124 VALMONT"ICE BRIDGE"KIT KIT W/ALL HARDWARE OR APPROVED EQUAL;PART (3 TOTAL PER 10'SECTION) VALMONT"ICE BRIDGE'KIT OR #IB24D-216A2 APPROVED EOUAL;PART GENERAL CYNAMICS #IB24D-216A2 Wireless Services z ^�1— z < �� 4 CY S. 50 FD Q J 31/2"OD(TYP) " Lii 0 3 1/2"OD(NP) Cascadia PM 5501 NE 109TH COURT,SUITE A-2 VANCOUVER,WA 98662 PH:360 885 9200 (E)FINISHED COMPOUND GRADE l \ �� 7 .4 �"'� . Gars giil'��i.t.`�'s. - �� 0.t'" t Y:'G_�rr ef`�'i.':�• ti 'L�`��'efi-"e",�i}R74��'�i�i' :� � a s."e.. .. ;`Jx �i- "°a � � .>•''ra _ � \\fi\\ ?�i 1\\\ s.\\�.:,-\' /i\\�/ .,,,.\\\ \.,/ij/>\\\\A/\ ✓• bg�NGI N EFR% \'‘\- `�\ 12"0 X 3'-6"CONCRETE PIER FOOTING (v -u (TYP);DEPTH SHALL BE 3'-6"OR 6"BELOW a- Cr 7 1 ; • III 12"0 X 3-6"CONCRETE PIER FOOTING FROST DEPTH,WHICHEVER IS GREATER X • (TYP);DEPTH SHALL BE 3-6"OR 6"BELOW LLJ VPFROST DEPTH.WHICHEVER IS GREATER ICE BRIDGE ELEVATION SECTION A ,� REGON SCALE NTS(11X17) $_• 1 O%.? *�e, 0 1 TYPICAL ICE-BRIDGE DETAILS - SCALE NTS(22X34) CPM PROJECT NO. 4534 PRELBBNARY NO DATE D/C DESCRIPTION 0 08-09-12 TT/MM 90%CD REVIEW 1 08-22-12 TT/EG CPM COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 3 1/2"OD.PIPE(TYP) 0 08-26-12 BU/BU BP SUBMITTAL Ark I 8" 8"X 8"X 1/2"PLATE SITE NUMBER ON � SUPPORT PIPE P054XC011 111FIM 411 .11111 CCI SITE#879602 ��_' SITE NAME 3/8"TYP. BARROWS RD. 1 1/2" ' 1/2"0 HILTI KWIK-BOLT-TZ SITE ADDRESS SS EXPANSION ANCHOR 16744 SW SCHOLLS FERRY RD MIN 3"EMBED(NP OF 4) 8"X 8"X 1/2"PLATE SECTION B BEAVERTON,OR 97007 44 44 SHEET TITLE CONSTRUCTION DETAILS (E)CONC.SLAB - SHEET NO. SCALE:NTS(11X17) A 9.0 2 NOT USED 3 TYPICAL ICE-BRIDGE CONC. CONNECTION DETAIL SCALE:NTS(22X34) (E)200A METER/DISCONNECT (E)200A GENERATOR RECEPTACLE \l� MIIMIMNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMI • f Sprint° A O. C TO(E)COMMERCIAL © —1 UTILITY POWER SOURCE •i ) (E)SERVICE GROUND —" (E)200A SPRINT PPC CABINET 'i i (TRANSFER SWITCH/LOAD CENTER) 421SP \200A \200A 1�1 J) /1 ��750e2-4124 (N)MMBS CABINET (N)BBU CABINET GENERAL DYNAMICS Wireless Services /Th /\ O 0-0 o o 0—o 0 0-0 0100A (3)#2 AWG,(1)#8 GND 0 0--0 I IN 2'CONDUIT o�o,�15A (3)#10 AWG,(1)#10 GND c....\ f IN 2"CONDUIT Cascadia PM (E)LOADS /• \ /\ (E)LOADS — - (REFER TO PANEL SCHEDULE) 0 0-e ; (REFER TO PANEL SCHEDULE) I I '■',NE tnyTtl COLar SUITE 4.Z ANCCC.-.. ,^,A . O 0-0 0 /..-\ /\ O 0-0 0 _ / \ O 0--0 0 /\ /\ O 0 0 0 /\ /\ O 0—e o SCALE:NTS(11X17) 1 ONE-LINE DIAGRAM SCALE-NTS(22X34) CALL BEFORE YOU DIG I CPM PROJECT NO. iKY3 K I- a. �` 811 PRELIMINARY r 4 2'-6"COORDINATE NO DATE DiC DESCRIPTION O o TRENCH WIDTH 0 08-09-12 TT/MM 90%CD REVIEW K w W/#OF CONDUITS FINISHED GRADE OR AC PAVING MATCI 1 08-22-12 TT/EG CPM COMMENT I`a �� SLOPE&THICKNESS OF EXISTING; VOLTAGE: 240V/120 PHASE: 1 WIRE: 3 3 rn MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS NC: TBD RESTORE SURFACE TO MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: TBD m O - ORIGINAL CONDITION ENCLOSURE TYPE: NEMA 3R N TO GROUND BOND: TBD SUBMITTAL PANEL STATUS: EXISTING INTERNAL TVSS: TBD n 6'WIDE UTILITY WARNING _ NO. DATE D/C DESCRIPTION C w -11 I, I_i TAPE 412'BELOW GRADE p a �:�Ili = ( ) BREAKER BREAKER BREAKER BREAKER BREAKER BREAKER 0 08-26-12 BU/BU BP SUBMITTAL Z CKT LOAD DESCRIPTION LOAD DESCRIPTION CKT UNDISTURBED SOIL AMPS POLES STATUS STATUS POLES AMPS 2 I COMPACTED BACKFILL TO 1 4812 CABINET 150 4 ON ON 1 30 TVS S 2 - MIN 95%MODIFIED MAX. 3 -- ON ON 1 4 DENSITY PER ASTM D1557 5 - - - ON ON -- 10 FAN 6 SITE NUMBER METHOD D 7 - - - ON ON -- 20 GFCI 8 PO54XC011 6--MIN. 9 SAMSUNG MMBS CABINET 100 2 NEW ON - 20 LIGHT 10 BACKFILL(CLEAN CCI SITE#879602 6" GRANULAR FILL SAND) 11 - - - NEW ON - 20 SPARE 12 v 13 SAMSUNG BBU CABINET 15 1 NEW ON BLANK 14 SITE NAME 4, &T 6"BETWEEN CONDUIT 15 BLANK - - N/A NA - - BLANK 16 BARROWS RD. "v • N Y &TELCO/FIBER CONDUIT IIIIIIIINFA. .__ BELOW GRADE(VERIFY EXACT 17 BLANK - - N/A N/A - - BLANK 18 SIZE&#OF CONDUITS) 19 BLANK - -- N/A N/A - - BLANK 20 SITE ADDRESS �1 � ��' 21 BLANK - - N/A N/A -- -- BLANK 22 POWER CONDUIT TELCO/FIBER CONDUIT BELOW 16744 SW SCHOLLS FERRY RD BELOW GRADE(VERIFY EXACT GRADE(VERIFY EXACT SIZE&# 23 BLANK -- -- N/A N/A - -- BLANK 24 BEAVERTON,OR 97007 SIZE&#OF CONDUITS) 12" OF CONDUITS) MIN. NOTES: TOTAL KVA 28.80 SHEET TITLE 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. I AMPS 120.00 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING/EXCAVATION. ONE-LINE DIAGRAM 3. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. 4. MULTIPLE CONDUITS CAN BE PLACED IN THE SAME TRENCH AS LONG AS A MINIMUM NOTES: PANEL SCHEDULE . SEPARATION PER THE LOCAL UTILITY COMPANIES IS MAINTAINED.IN ALL CASES THE MINIMUM GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER CENTER TO CENTER SPACING BETWEEN CONDUITS IS 1'-0"(NOT REQUIRED FOR COAX). COMPANY AND JURISDICTION.ADDITIONAL SUB-PANEL OFF THE PPC CABINET 5. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER MIGHT BE REQUIRED TO FEED NEW SPRINT NETWORK VISION EQUIPMENT. SEEDING OR SODDING GRASS AREAS.OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION. SHEET NO. 6. IF SAW CUT IS NEEDED,OVER CUT BOTH SIDES OF TRENCH BY MINIMUM OF 6*TO AVOID DEPRESSION IN THE FUTURE. SCALE.NTS(11X17) SCALE:NTS(11X17) E 1 .0 2 TYPICAL TRENCH DETAIL SCALE NTS(22X34) - 3 TYPICAL POST INSTALL PANEL SCHEDULE SCALE:NTS(22X34) REAR VIEW SIDE^VIEW \` V - 1 GPS SURGE ARRESTOR Sprint ' MMBS CABINET MMBS CABINET S66M BLOCK FOR UDA 'r O MI, O dilMIP ' - • 1501 sON 1D01GOV5 -412 lli 2"LB HOUSING INTO T7o02-4tZ4 I 0 • MUDROOM I 2"LB HOUSING INTO 2"HEAVY WALL Ti PROTECTOR MUDROOM-SEE 2/- MUDROOM COUPLING h O GENERAL DYNAMICS 2"HEAVY WALL COUPLING • Wireless Services •2"SEAL-TITE STRAIGHT 2"SEAL-TITE STRAIGHT I O 117 i CONNECTOR CONNECTOR =r ROTEXINNERDUCT O 2"SEAL-TITE FLEXIBLE SEAL;TESSCO PART# CONDUIT TO TELCO BOX (32MM/349959)& 0 0 0 0 CO (36MM13493e4) 0 1 2 3 4 5 Ij �� 2'LIQUID TIGHT CONDUIT COMSEAL FOR HYBRID CABLES; 2"SEAL-TITE FLEXIBLE MAKER:ROXTEC PART#8436 CONDUIT TO TELCO BOX er PART#COMSEAL 16/16 Cascadia PM MMBS PORT LAYOUT t - .� TABLE-SEE#4 THIS It 5501 NE 109TH COURT.SUITE A-2 SHEET O O O VANCOUVER.VER.5.9200 98662 Tj I�� I CQ� UDA OR BH CABLE ir 2'HEAVY WALL CONDUIT �� (E)CONC.EQUIP.SLAB CONNECTOR (E)CONC.EQUIP. ��/ 2"SEAL-TITE STRAIGHT SLAB GPS CABLE CONNECTOR 2"SCH.80 PVC FROM TELCO ATTACH 2"CONDUIT WITH BOX INTO MUDROOM CONDUIT CLAMP TO(E)CONC. SLAB AS REO'D 2"SCH.80 PVC CONDUIT 1 HYBRID COAX & TELCO / FIBER SUPPORT DETAILS SCALE:NTS(11X17) 2 MUDROOM - SPECIFICATIONS SCALE:NTS(„X17) SCALE:NTS(22X34) SCALE:NTS(22X34) REAR VIEW a V - I CPM PROJECT NO.: 11334I( PRELIMINARY NO DATE D/C DESCRIPTION • O O 08-09-12 TT/MM 90%CD REVIEW MMBS CABINET 2"SEAL TITE 90°CONDUIT 01 08-22-12 TT/EG CPM COMMENT CONNECOR;PART#500007 OR APPROVED EQUAL MMBS 1 1 CABINET SUBMITTAL NO. DATE D/C DESCRIPTION _ 0 08-26-12 BU/BU BP SUBMITTAL ] O o o SITE NUMBER MUDROOM PO54XCO 11 SEAL-TITE CONNECTION ] D TO CABINET 2"SEAL-TITE CCI SITE 9 879602 FLEXIBLE CONDUIT 2"SEAL-TITE FLEXIBLE SITE NAME 1 / 0 CONDUIT FROM ST TO DETAIL A O O UTILITY H-FRAME/UB EQUIP.UP BARROWS RD. (6'-0"MAX.) O O- O- O 2"HEAVY WALL COUPLING SITE ADDRESS SW SCHOLLS FERRY SEE MMBS 16744 BEAVERTON,OR 9 007 RD CABINET PORT 2"SEAL-TITE STRAIGHT LAYOUT TABLE CONNECTOR MMBS PORT LAYOUT THIS DETAIL CONDUIT NO. USAGE SHEET TITLE I I 0 BATTERY (E)CONC.EQUIP.SLAB o 1 AC/GROUND ELECTRICAL - 2 RRU SECTOR 1 DETAILS 3 RRU SECTOR 2 4 RRU SECTOR 3 2"SCH.80 PVC TO STUB UP SHEET NO. AT UTILITY-FRAME/EQUIP. 5 BATTERY SCALE:NTS(11X17) 4 NOT NTS(11X17) E 1 . 1 3 MMBS EQUIP. CABINET POWER CONNECTIONS SCALE:NTS(22X34) OT USED SCALE:NTS(22X34) 1 RF ANTENNA N1 • DC POWER ELECTRICAL NOTES: S p r i n t . MINIMUM CABLE LENGTH BETWEEN THE ■ OU AND BATTERY IS 70MM(2.75 IN.). UADU • MAXIMUM CABLE LENGTH DISTANCE IS (N)BBU CABINET (N)MMBS CABINET LOAD CENTER 900MM(35.43 IN.).WEATHER PROOFING 8 SHALL INCORPORATE PPC — * WEATHERPROOFING TAPE KIT,COLD SHRINK SHALL NOT BE USED. • 5)CPRI CABLE 1 1301 EAST LOOKOUT DRIVE RICHARDSON.TX 75062-4124 . ROUTE DC CONDUCTORS IN CONDUITS I 6)RET CABLE TO PROPOSED MMBS CABINET 48VDC 5 4 3 2 1 0 I I r I POWER OM PROPOSED BBU CABINET.AND 0 0 0 000 000 I 1 I I I I I I- I I /_ �)�) I ( GENERAL COYNAMICS . -48 VDC CABLES BETWEEN PROPOSED I I ]I I! I i I 1 L I MMBS CABINET 8 RRU'S ARE FACTORY a WI i f 1T�1 17TJ ASSEMBLED AND EQUIPPED WITH ONE k, a 1.0 AWG i 4LOWERCABLE L—I — IJ PRE-TERMINATED END. It O 1—p, 1 I ( I I I— • . ALL FIELD INSTALLED OC CABLING — I SHALL BE TYPE RHH/RHW AND SHALL 3)RR-P4 I BE UL THERMOSET INSULATED. GROUND CABLE I #6 AWG —SEE ELECTRICAL Cascadia PM Lk" ONE-LINE DIAGRAM 17 —_1L—1 7)RET CABLE FEEDER LINE GROUND CABLE 5501 NE 109TH COURT,SUITE A-2 SECTOR 1 MGB 0 _ (GROUND KIT 7/8"IN.FEEDER VANCOUVER,WA 98662 SECTOR 2 REFER TO HYBRID 0 ° i� LINE OR MORE) PH:360.665.9200 ■ CABLE SPECS !! ° o ° o ° ° ° SECTOR 3 (/ 60 o TGB ill • DC CABLING WITHIN I--. 1 MGB GROUND CABLE I PRE-MANUFACTURED HYBRID CABLES 2)TGB GROUND CABLE 1 ONE-LINE DC POWER DIAGRAM SCALE:NTS(11X17) SCALE:NTS(11X17) - MMBS WIRING DIAGRAM — SCALE NTS(22X34) L SCALE:NTS(22X34) CPM PROJECT NO.: *XXIX PRELIMINARY NO DATE DIC DESCRIPTION • 0 08-09-12 TT/MM 90%CD REVIEW 1 08-22-12 TT/EG CPM COMMENT (N)MMBS (E)TELCO SUBMITTAL CABINET DEMARC MUDROOM (E)TELCO DEMARC "HOFFMAN BOX" NO. DATE D/C DESCRIPTION AT PPC CABINET 0 08-26-12 BU/BU BP SUBMITTAL (SEE NOTE 2) (SEE NOTE 1) (SEE NOTE 3) - SITE NUMBER PO54XCO 11 CCI SITE#879602 SITE NAME BARROWS RD. N. \ SITE ADDRESS 16744 SW SCHOLLS FERRY RD BEAVERTON,OR 97007 (N)2"TELCO CONDUIT WITH (3)BLACK SHIELDED 24 (2)CAT5 T-SCREEN CABLES; AWG CAT5e IN EXISTING PART#21614 OR EQUIV. CONDUIT(AS REQ'D) SHEET TITLE NOTES: ELECTRICAL 1.CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. DETAILS 2.CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL(6)RUNS OF CAT5e INTO MMBS CABINET MUDROOM. 3.CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET. SHEET NO 3 ONE-LINE TELCO RISER DIAGRAM SCALE:NTS(11X17) 4 NOT USED SCALE:NTS(11X17) E-1 .2 SCALE:NETS(22X34) SCALE:NTS(22X34) ■ SOTS: \ SEE SHEET E-3.0 FOR ADDITIONAL GROUNDING,COAX 1. EXOTHERMIC WELDS(2).2 AWG BARE TINNED SOLID COPPER AND FIBER ROUTING INFORMATION. CONDUCTORS TO GROUNDING BAR.ROUTE CONDUCTORS TO • u „....), (E)SPRINT ANTENNA GROUND BAR BURIED GROUNDING RING AND PROVIDE PARALLEL Sprint __ _ (3 TOTAL,1 PER SECTOR) EXOTHERMIC WELD. • , \I I( E) SPRINT MASTER GROUND GROUNDING LEGEND 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BAR AT TOP OF TOWER BETWEEN EACH SECTION AND LABEL EACH SECTION("P","A', I "N",'I")WITH 1"HIGH LETTERS. d3Y MASTER GROUND BAR 3. ALL HARDWARE 18-8 STAINLESS STEEL,INCLUDING LOCK CONNECTION FROM(E)SPRINT A0S ANTENNA GROUND ROD WASHERS,COAT ALL SURFACES WITH AN ANTI-OXIDANT Ellie• .-_Iv a• �.inn in ANTENNA GROUND BARS TO(E)MASTER COMPOUND BEFORE MATING.ALL HARDWARE SHALL BE 4g3P AGB ,__ ��, GROUND BAR AT TOP OF TOWER(TYP) ♦ MECHANICAL CONNECTION STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 1301 FAST 1D01tgrt pWE i",,,, s ` .A s=%3'r=„* (DOUBLE HOLE LUG) ' ., s 1' ' 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT 73002-4t24 �• sue' ' ff • EXOTHERMIC CONNECTION v:: s:. WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES ��` ^` = �'r"2s ' �i • CONNECT PER MANUFACTURER WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. E SPRINT MICROWAVE ANTENNA `7=a, ' 1" 5. NUT 8 WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GENERAL DYNAMICS ( ) ;7r_�- 2 SPECIFICATIONS MOUNTING PIPE CONNECTED TO MOB �F's 'i sr z is` GROUNDING BAR AND BOLTED ON THE BACK SIDE.INSTALL Wireless Services (E)ANTENNA GROUND BAR; ° ra ,r :--;?-a BLACK HEAT-SHRINKING TUBE,600 VOLT INSULATION ON ALL = x? GROUND RADIO UNIT AND MW -.. GROUNDING TERMINATIONS.THE INTENT IS TO PER MFR.SPECS(TYP) c i / WEATHERPROOF THE COMPRESSION CONNECTION. e'Y ilk pi 1 I 1 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE w v - •rt ,//' TYPE OF TOWER,ANTENNA LOCATION,AND CONNECTION / , 5-�•�•i `` ///� ORIENTATION.PROVIDE AS REQUIRED. ` I I i 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS I SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. Cascadld PM i A................... , 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS 5501 NE 109TH COURT,SUITE A-2 �'� .,'i'i ;'';"':'is',''i:i'=..'eN;4AWN.W.%4 1t, SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. ''''� '' !'' - VANCOUVER.WA 98662 \ \�L ,��'Ny"H'IIHN�HINIii�,li�liilll*IiNI��'' \ PH-360.885.9200 l',11lyrr!! i y !I!'!iAt 9. SUPPLIED AND INSTALLED BY CONTRACTOR. {!! lnli'ii Pi«lid; (E)OR(N)SPRINT ANTENNA \ I.,:VM II Ill '!'11�«1'i" Sys�VMV,i«ti/wr(V�i��;: MOUNTING PIPE CONNECTED TO 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A 'y tt0111'∎"!#" •` (E)ANTENNA GROUND BAR �WAYI IWN.: GROUNDING BAR TO AN EXISTING TOWER,THE 'MAMA= SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE «';""'' (N)SPRINT RRU'S CONNECTED 'JAi Bier. TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR ,�� ', ,VV,'''i ��., TO(E)ANTENNA GROUND BAR: TO THE TOWER. ONE(1)CONNECTION PER RRU • " . 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 1 TYPICAL ANTENNA GROUNDING (FINAL) SCALE NTS(11X17) TYPE T TON.THE UBCO LOCATION,AND SHALL BERESP N 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.: 31:534X I • NOTE: 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. CONNECTION FROM(N)SPRINT GPS SEE SHEET E-3.0 FOR ADDITIONAL GROUNDING,COAX 14. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL PRELIMINARY TO(E)MASTER GROUND BAR AND FIBER ROUTING INFORMATION. INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE NO. DATE D/C DESCRIPTION • SPECIFIC CONDITIONS. 0 08-09-12 TT/MM 90%CD REVIEW 1 08-22-12 TT/EG CPM COMMENT CONNECTION FROM(E)MASTER 15. GROUND ALL ANTENNA BASES,FRAMES,CABLE RUNS,AND ' GROUND BAR TO(N)ICE OTHER METALLIC COMPONENTS USING GROUND WIRES AND BRIDGE POST(S) (E)GROUND RING(TYP) CONNECT TO SURFACE MOUNTED BUS BARS.FOLLOW SUBMITTAL ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH NO. DATE D/C DESCRIPTION ENDS AND EXIT FROM TOWER OR POLE USING MFR'S 0 08-26-12 BU/BU BP SUBMITTAL . !-4 PRACTICES. ��lA�.►� .��':11�"�.e`�`�'/t 16. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC.ALL = .1��.∎viir—v-�/- �'�n WIRES SHALL BE COPPER THHN/THWN.ALL GROUND WIRE ∎4) V.♦ SHALL BE GREEN INSULATED WIRE ABOVE GROUND. SITE NUMBER .'..■.��4w•��1 '\111.4 (E)SPRINT MASTER 17. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. PO54XCO 11 '�!� _ - GROUND BAR � '� - GROUNDING AND OTHER OPERATIONAL TESTING WILL BE CCI SITE#879602 x <:,:`,,%` WITNESSED BY SPRINT WIRELESS,LLC.REPRESENTATIVE. SITE NAME ■ 18. REFER TO DIVISION 16 GENERAL ELECTRIC:GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. BARROWS RD. -----. or I MGB I \ 19. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF SITE ADDRESS MEM _1 \ II GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING 16744 SW SCHOLLS FERRY RD METHOD,AND RECEIVE APPROVAL OF DESIGN BY BEAVERTON,OR 97007 \ \ AUTHORIZED SPRINT MOBILITY REPRESENTATIVE,PRIOR TO �. _i - ___ \ • • ALL INSTALLATION AND GROUND RING M. PHOTO DOCUMENT w _ ---- - \ 1 20. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY SHEET TITLE DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE T SOIL CONDITIONS. GROUNDING SITE y (N)AAV NETWORK INTERFACE r GROUND PER OTHERS) ALL MFR.SPECS. 21 BE FIELD VERIFIED.ANY DEFICIENT ITEMS SHALL BENS SHALL PLANS • N SPRINT BBU CABINET CONNECTED TO (E)FINAL GROUND LEAD FROM REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING ( ) REQUIRED BY SPRINT (E)SPRINT MASTER GROUND BAR MASTER GROUND BAR TO(E) EQUIPMENT GROUND RING(TYP) (N)SPRINT MMBS CABINET CONNECTED SHEET NO TO(E)SPRINT MASTER GROUND BAR E-2 .0 2 EQUIPMENT GROUNDING (FINAL) SCALE NTS(12X34) SCALE:NTS( 2X34) GENERAL GROUNDING NOTES ANTENNA ANTENNA I ANTENNA LEGEND \` SECTORA SECTOR 6 SECTOR G 1 (E)SPRINT (N)800/1900 MHz (E)SPRINT (N)800/1900 MHz (E)SPRINT (N)800/1900 MHz • EXOTHERMIC CONNECTION SPRINT ANTENNA ANTENNA(TYP) SPRINT ANTENNA ANTENNA(TYP) SPRINT ANTENNA Sp r i nto ' ANTENNA(TYP) MECHANICAL CONNECTION COMPRESSION CONNECTION • • AGB ANTENNA GROUND BAR CGB COLLECTOR GROUND BAR COAX COAX COAX JUMPER MGB MASTER GROUND BAR JUMPER JUMPER I T 800Mhz& //// SOOMhz& 800Mhz& RICHARDSON,TX 75062-4124 I 1900Mhz I / / 1900Mhz I 1900Mhz > > > > D I-, CC s CC CC CI X X GENERAL DYNAMICS 2 z i I z 2 I "Z' 2 Wireless Services NI QI QI 5 i3 WI `� al I I W w WI w It —(MAC —11-- - — �— — I— C( 4 9 -, I — C( � --Al- �_1 1 Cascadia PM mQf j / y I H 5501 NE 109TH COURT,SUITE A-2 1 #10 AWG J I w I #10 AWG CO n #10 AWG m n VANCOUVER.WA 98662 Z g =w =w PH:360.885.9200 I F I z2 NOTE: ALL HYBRID CABLE INTERNAL GROUND ) I t WIRES TO BE TRIMMED TO FIT AND ATTACHED TO GROUND BAR. DC/FIBER _ DC• -113tH — 1Ej#2 AWG (EL#2 AWG — —(El#2 AWG — J 7 I r I I I GROUNDING NOTES 1. NO WELDINGING OF ANY KIND ON CROWN CASTLE INTERNATIONAL(CCI) rI TOWERS.IF SPRINT REQUIRES A NEW GROUND BAR INSTALLATION OR HOME RUN GROUND LEAD ON A CCI TOWER,CONTACT CCI FOR (E)UPPER TOWER GROUND BAR TO BE ATTACHED APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION OF ANY DIRECTLY TO TOWER WITH MECHANICAL DC/FIBER GROUNDING EQUIPMENT. CONNECTORS WITHOUT CHERRY ISOLATORS;NO • . HOMERUNS ALLOWED ON(E)OR(N)GROUND BARS 2. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. I CPM PROJECT NO 41330( I AT THE COMPLETION OF THE PROJECT EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE,SPLICES,ETC. , ALL CABLE TO GROUND RODS,GROUND RODS SPLICES AND LIGHTING PRELIMINARY PROTECTIONS SYSTEM AS INDICATED.GROUND FOUNDATION ONLY AS NO' DATE D/C DESCRIPTION • INDICATED BY PM.ALL MATERIALS USED(MOLDS,WELDING,METAL, 0 08-09-12 TT/MM 90%CD REVIEW TOOLS,ETC.)SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES.GROUND 1 08-22-12 TT/EG CPM COMMENT CONDUCTOR SHALL HAVE A MINIMUM 24-BENDING RADIUS. - (N)GPS ANTENNA—\ (E)DEI CABINET (E)CABINET SUBMITTAL 3. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES (N)MMES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE NO. DATE D/C DESCRIPTION CABINET WITH(2)TWO COATS OF GALVITE(WHITE)PAINT.OR SILVERBRITE 0 08-26 12 BU/BU BP SUBMITTAL • (ALUMINUM). I I 1 #10 AWG GROUNDS 4. ALL ELECTRICAL&MECHANICAL GROUND CONNECTIONS SHALL HAVE L i<2A1ySx — - - 7 W#6 EATHERPROOFING AWG �_E[ ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. W GL {� SITE NUMBER ] • I 5. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT PO54XC011 I I STANDARD PROCEDURES.GROUND GRID RESISTANCE SHALL NOT #2 AWG----------... WG � MMBS GND BAR CCI SITE#879602 n #2 AWG - - I E)MG: ) G #6 AWG COAX Q EXCEED 5-OHMS. • GROUND KIT SITE NAME _ I GROUND TOWER 6. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT BARROWS R D. AS FOLLOW: A. ONE(1)COPY TO OWNER REPRESENTATIVE B. ONE(1)COPY TO ENGINEER C. ONE(1)COPY TO KEEP INSIDE EQUIPMENT INCLOSURE SITE ADDRESS I 16744 SW SCROLLS FERRY RD (N)MMES BATTERY 7. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE#2 BEAVERTON,OR 97007 #2 AWG CABINET AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. I I I 8. ALL ANTENNA MOUNT GROUNDS SHALL BE#2 AWG STRANDED GREEN SHEET TITLE II I JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. W w1 #2 AWG 4 9. ALL GROUND SOLDBAREASIRESFR M GROUND BARS TO GROUND SHALL BE#2 AWG GROUNDING RISER _I DIAGRAM • _._ 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED.ALL GROUND I I I WIRES PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. (E)GROUND TO GROUND RING(TYP) I I SHEET NO. SCALE:NTS(11X17) E 3.0 1 GROUNDING RISER DIAGRAM SCALE NTS(22X34) (N)RRU'S(TYP) THIN WALL C-TAP W/PINK DYE � INDEX(SEE NOTES) II --: Sprint° #2 AWG STRANDED CU #6 AWG GREEN STRANDED CU #6 AWG STRANDED ANTENNA CABLE CU GROUNDING • m g (N)PANEL ANTENNA GROUNDING CONDUCTOR GROUNDING CONDUCTOR FROM CONDUCTOR(TYP) __ © _ RRU UNIT TO#2 AWG c. _ /// ` GROUNDING CONDUCTOR NOTE —�1 � - -iCONTRACTOR TO SURROUND COMPLETED CONNECTION W/WEATHER ��' 41MP PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. 1301 EAST LOOKOUT OWE WEATHERPROOFING KIT #6 AWG STRANDED Tx 73002-4124 (SEE NOTE 3) COPPER GROUND WIRE GROUND LEAD TO (GROUNDED TO GROUND (E) AGB '� BAR)(SEE NOTE 1&2) GENERAL DYNAMICS ��` �i CABLE GROUND KIT -.� • �f� � Wireless Services / __� (N)JUMPERS ATTACHED jjjii CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE _�_ / TO APPROVED 0 ATTACHMENTS PER TYPE GT TYPE W — TYPE VN TYPE SS #4/A-6.0 Pal NOTES: -► j a� \ ` 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT II j r� �� GROUND WIRE DOWN TO GROUND BAR. CdSCdC�ld PM ,1• 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH 5501 NE 109TH COURT,SUITE A-2 I IIII TWO-HOLE LUG. VANCOUVER,WA 98662 PH:360.885.9200 TYPE VB TYPE TA TYPE PT TYPE GY 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING #2 AWG STRANDED I, TAPE KIT,COLD SHRINK SHALL NOT BE USED. CU GROUNDING 1 ��" _ CONDUCTOR FROM ,1L Ur�C 8 J ANTENNA GROUND r�� BAR(TYP) p.— V` \I�� y� �ti'I �;, TYPE NC TYPE GL TYPE VS TYPE GR SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) 1 ANTENNA GROUNDING SCALE:NTS(22X34) 2 C-TAP & EXOTHERMIC WELD CONN. SCALE NTS(22X34) 3 TYP. CABLE GROUNDING SCALE:NTS(22X34)— RRU GROUNDS,STRANDED #2 TINNED GROUND TO CU WIRE WITH GREEN.600V, ANTENNA MOUNTING THHN/THWN INSULATION PIPES)IF REQ'D GROUND CABLE D CPM PROJECT NO.: A33a( (SIZE AS SPECIFIED) PRELIMINARY • (E)ANTENNA I 1 NO. DATE D/C DESCRIPTION GROUND BAR 0 08-09-12 TT/MM 90%CD REVIEW (N)MMES CABINET 1 08-22-12 TT/EG CPM COMMENT Q'J O � O O O � O 2"LIQUID TIGHT COUPLING #88711 V V O O Q O 0 O Q O O S/S NUT 1/8"MIN. L8 HOUSING FOR ELECTRIC (N)BATTERY CABINET SUBMITTAL NO DATE D/C DESCRIPTION O 0 0 0 T O 0 0 0 0 KOPR SHIELD MIN HEAT SHRINK(CLEAR) CONDUIT 0 08-26 12 BU/BU BP SUBMITTAL O 0 0 0 0 0 0 0 0 CONNECT TO GROUND ICI ICI 2"LIQUID TIGHT CONDUIT BAR WITHIN CABINET FOR HYBRID CABLES#8436 (TYP) `,f—CONTRACTOR TO VERIFY ANTENNA BUSS BAR , , __IIII ■ "111 SITE NUMBER■ GROUNDING TO THE TOWER GROUND BAR ∎∎� 1 DEL GROUND LEADS TO EACH 2"LIQUID TIGHT COUPLING 2"PORT W/ADAPTER P054XC011 ANTENNA GROUND BAR ,�, • 1 oow - #88711 ,I 2"81Qi ID TIGHT COUPLING CCI SITE#879602 TINNED COPPER 4GC0 r Cr SITE NAME (E)GROUND BAR I " I GROUND BAR 2"RGS DC CONDUIT TO MI '(.,I1 2"RGS A/C CONDUIT BARROWS RD. (MOUNTED DIRECT S/S LOCK WASHER "DO NOT DISCONNECT PROPOSED MMBS CABINET „I II TO TOWER) ' " „ ' S/S BOLT(1 OR 2) TAG ON ALL GROUNDING 2'RGS A!C CONDUIT �” RE SITE ADDRESS BAR INTERCONNECTS • • • �.•�� D .• �• r 16744 SW SCROLLS FERRY RD H O 7(lag �H• O Q O AND EQUALIZERS 'fix '��`� `= `t. _ BEAVERTON,OR 97007 �'�� I 2'LIQUID TIGHT#8435(E)GROUND RING / � U V o V iV� O V O © McB O O 0 0 0 0 0 0 0 NOTES: 1— _ (E)#2 GREEN(TYP) SHEET TITLE 1.ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER.COAT ALL ......I 0 0 0 0 0 0 0 0 0 SURFACES WITH KOPR-SHIELD BEFORE MATCHING. NOTE: GROUNDING 2.FOR GROUND BOND TO STEEL ONLY:INSERT A DRAGON TOOTH WASHER DIAGRAMMATIC LAYOUT • (E)HOME RUN GROUNDING WIRE SHALL BE BETWEEN LUG AND STEEL.COAT ALL SURFACES WITH KOPR-SHIELD. ONLY,LAYOUT VARIES. #2 TINNED BCW RING DETAILS REMOVED AND(E)CHERRY INSULATORS 3.PROVIDE'DO NOT DISCONNECT TAG. EXOTHERMIC WELD 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. E-4/' .0 SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) L.�. 4 TYPICAL GRND. CONNECTIONS - SCALE:NTS(22X34) 5 TWO HOLE LUG CONNECTION SCALE:NTS(22X34) 6 CABINET GROUND SCHEMATIC 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 . 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. 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. AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONNECTING.EXPOSED COPPER SURFACES,INCLUDING GROUND BARS,SHALL BE TREATED-NO 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., • 4103° 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 1307 r.s'r LOOKOUT ME 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 1110LMRD90K TX 75002-4124 PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE 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. ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. COAT ALL THREADS WITH'BRITE ZINC OR'GOLD CALV. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL GENERAL DYNAMICS 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. Wireless Services UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: 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 Cascadia PM 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. 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. 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. I PH:360.885.9200 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AND LOCATIONS WHEN NEEDED. 31.TELCATED E 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 INTERRUPT EXISTING SERVICES WITHOUT WRITTEN INDICATED ON DRAWINGS. IDENTIFIED BY THE CONTRACT DOCUMENTS. PERMISSION OF GDIT. . 7 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 W�1.•n1-r._r��_ a 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 ch TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK G S EQUIPMENT. AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ G1 NF 1Sj UNDER CONTRACT,UNLESS OTHERWISE NOTED. :-=3:. N� 04 F,9 04 "CAUTION BURIED ELECTRIC"OR"BURIED TELECOM". c C.. 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 (NI 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. '- 7: 1 ' WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 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 W 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 , •REGON 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 t �,q oa�� 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 I Q Y le,2. O OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 120/208 VOLT OR 120/240 VOLT,SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. g_,.y-1 N7 = , 12.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS . ■ IL. 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 CPM PROJECT NO 4534 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 08-09-12 TT/MM 90%CD REVIEW 14.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR ORDER. COMPANY. 1 08-22-12 TT/EG CPM COMMENT 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 08-26-12 BU/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.I MATERIALS. PROGRESS OF CONSTRUCTION. CONDUIT 2-FEET PPC SHALL BE ROUTED AND FENCED AREA,NEARTUERMITM POLE(IN FENCED EA),OR END PO54XCO 1 I 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 BARROWS RD. 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 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 SITE ADDRESS 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.CONTROL TOSHALL MINIMIZE IM IZE DISTURBANCE UR CONSTRUCTION T EXISTING SITE DURING CONSTRUCTION. N IN CONFORMANCE EROSION AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION.REFER TO NOTES AND CONTROL MEASURES,L STATE AND LOCAL DURING GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND REQUIREMENTS,EXCAVATION,AND BACKFILLING. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.ANY GENERAL COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 20.MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND FFUNCTIIONS.THIE SCOPE OF WORK,OR ANY OOTH R 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. I ELECTRICAL NOTES CONT. ANTENNA B& HYBRID CABLE NOTES CODING AND ALL ENVIRONMENTAL NOTES CONT. \ 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 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. S I7 ri nt° 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 .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 i 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 51. ALL WIRE SHALL BE"TYPE THWN,SOLID.ANNEALED COPPER UP TO SIZE 1/10 AWG(18 AND LARGER TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF ALL WIRE BE CONCENTRIC E THW ES)SOLID. DEGREE C,(1C7 DEGREES F),SIZE CONDUCTIVITY.MINIMUM R12. 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 CANNOT BE COILED,MUST BE SECURED TO TOWER MOUNTS. CORRECTED AT THE CONTRACTORS EXPENSE. 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES.J-BOXES,EQUIPMENT BOXES AND CABINETS WITH 1�1 EAST ORtiE 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 �TX 75082-4124 APPROVED PLASTIC TAGS,ACTION CRAFT,BRADY,OR APPROVED EQUAL. SPRINT SPECIFICATIONS. SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 53. ALL NEW MATERIAL SHALL HAVE A U.L.LABEL. 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 GENERAL DYNAMICS 54. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION A.MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN MINIMUM.ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. Wireless Services TO CONFLICTS.VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. B. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. 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 55. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 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 56. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS NEC.THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. REQUIRED BY LOCAL,COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS PULLBOXES,AND ALL DISCONNECT SWITCHES,STARTERS,AND EQUIPMENT CABINETS. 8. 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 TO EXCEED 3'HORIZONTALLY OR 4'VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS PATHS LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES. 57. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS.DOCUMENT ANY AND ALL WIRING AND WHICHEVER IS LESS,WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE STRAW BALE SEDIMENT BARRIERS,AND CHECK DAMS. EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT.SUBMIT AT SUPPLIED STRUCTURAL SUPPORT. 5501 NE 100TH COURT,SUITE A-2 VANCOUVER,WA 98882 SUBSTANTIAL COMPLETION. SITE WORK NOTES 10.RIP QUALITY STO EEFREEEIOF ANY DETRIMENTAL QUANTITY OF SOFT,OFRIABLE TRHIN, ELONGATED OR PH:300.885.9200 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH LAMINATED PIECES,DISINTEGRATED MATERIAL,ORGANIC MATTER,OIL,ALKALI,OR OTHER ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED,BRANCH CIRCUITS 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE DELETERIOUS SUBSTANCES. ` INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM(NO EXCEPTIONS.)PROVIDE SAMPLE FOR NOTED. ' CONSTRUCTION MANAGER'S APPROVAL. FOUNDATION, EXCAVATION AND BACKFILL NOTES ■ __ 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. ��^ 61. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH(ADA) ��AWL./rf.rill•Ws AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 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. oo ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO 'c*' ss . 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING.DO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, o �� ,NGI NFFR 011i NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL.SLEEVES SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN ci C? ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED 4. ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE SOILS,AND WITHOUT THE PRESENCE OF POUNDING WAER.DEWATERING FOR EXCESS GROUND N mi MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE.FILL FOR FLOOR BEEN PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD 7' 1 ; • PENETRATIONS SHALL PREVENT PASSAGE OF WATER,SMOKE,FIRE AND FUMES.ALL MATERIAL SHALL 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 K BE UL APPROVED FOR THIS PURPOSE. OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE TO START OF FOR FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. W DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED •REGON 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT(NEW AND EXISTING)SHALL BE FIELD VERIFIED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN Of CONDUIT EXISTING UTILITIES. INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE AND WIRE.ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 10. A $ FURNISHED ON THE EQUIPMENT(THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE 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 '9Y 18, INFORMA11 ON AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM 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 DESIGN AS SHOWN ON THESE DRAWINGS). 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 8-'�-12 O• INSTRUCTION,AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. �YV� ALL OUTLET,BOXES,ETC.,AND THE TYPE OF CONNECTION(PLUG OR DIRECT)SHALL BE AND CORRECTED BY THE ARCHITECT/ENGINEER.FAILURE TO SECURE SUCH INSTRUCTION MEANS CPM PROJECT NO.: 4534 64. LOCATION OF CONFIRMED ALL THE OWNER'S REPRESENTATIVE PRIOR O TC ROUGH-IN. 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 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 ANTENNA & COAX NOTES 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 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY COMPACTED LAVERS. 0 08-09-12 TT/MM 90%CD REVIEW CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 1 08-22-12 TT/EG CPM COMMENT 1. VERIFY EACH COAXIAL CABLE LENGTH,DIAMETER,ROUTING,COLOR CODING AND ALL 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS APPURTENANCES WITH GDIT. 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 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ASTM D1557. ESTIMATED ON SHEET A-6,0.THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE NO. DATE D/C DESCRIPTION ACTUAL ANTENNA CABLE LENGTH(S)MUST BE VERIFIED.COAXIAL CABLE SHALL BE PROVIDED BY 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 08-26-12 BU/BU BP SUBMITTAL HEALTH ADMINISTRATION(OSHA)REQUIREMENTS. FILLING. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS,GROUNDED AS FOLLOWS: 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 A.NEAR ANTENNA RAD CENTER ELEVATION, DIRECTIONS DRY DENSITY. WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL SITE NUMBER DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 B. MIDDLE OF TOWER(MID-HEIGH OF ANTENNA),IF CABLE RUN IS OVER 200', • NOT IN COMPACTED DRIVEWAY IMPROVEMENT TO BE ACHIEVED BY FILLING WTH INCHES ABOVE REQUIRED.DE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH P054XC011 B. BOTTOM OF TOWER, NE OT FILL AND M STANDARD Y. SPECIFIED LE FINAL WHERE D. AT MASTER GROUND BAR 3'-0"FROM MMBS-BBU CABINET CCI SITE#879602 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 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 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 AVAILABLE. AN APPROVED EQUIVALENT,SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN SITE NAME 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT 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 BAR ROWS RD. SPECIFICATIONS. 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 ENGINEER. GREATER.ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1 AND AS FOLLOWS: GRAVEL AS SPECIFIED.I.E.FDOT TYPE No.57 FOR FENCED COMPOUND;FDOT TYPE No.67 FOR SITE ADDRESS 14.CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, ACCESS DRIVE AREA. 16744 SW SCHOLLS FERRY RD A. MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. THRASH,WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND BEAVERTON,OR 97007 B. FREQUENCY COLOR BANDS SHALL BE T WIDE WITH NO SPACE BETWEEN COLORS. CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. C. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. 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 D. START COLOR BANDS 2"BEYOND WEATHERPROOFING. D. START SELECTOR COLOR NEXT TO END CONNECTORS. PROTECTED BY THE GENERAL CONTRACTOR. 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. SHEET TITLE 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER.SEE 16.COMPANY,WORK TELEPHONE COMPANY,AND ANY OTHER ER UTILITY COMPANIES CONTRACTOR OVER 10 FOR THE UFFIILL MATERIAL,SCARIFY THE OGROUND SURFACE TO DEPTH REQUIRED,PULVERIZE,UIRED GENERAL ANTENNA SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. THIS LOCATION. MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY NOTES PRIOR TO PLACEMENT OF FILLS. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. ENVIRONMENTAL NOTES 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT CONSTRUCTION OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL TO EXCEED 3'OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE 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 SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. SHEET NO. • 10.PROVIDE AT LEAST 6"OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE 12.CONDITION GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF RIA ARAN ANY UNFAVORABLE PRIOR TO REUSE.FURNISH OF ORGANIC MATTER,L G OTHER RESURFACING G N 2 MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING 'V ADJACENT PROPERTIES,ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE. 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 \1 . BERORE 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 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 f 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 aggr , UNLESS NOTED OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED ARE PRESENT.TAPE SHALL BE CUT WITH A SHARP KNIFE. • 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 1301 EAST LOOKOUT DRIVE THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 3 INCHES WIDE. RXxMRD901L TX 75002-4124 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 GENERAL DYNAMICS GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. TO REMOVE ALL GREASE AND DIRT.WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF Wireless Services CONCRETE EXPOSED TO EARTH OR WEATHER: BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 STRUCTURAL STEEL NOTES #6 AND LARGER 2 IN. INCH.THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR • #5 AND SMALLER&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 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 360 VANCOUVER,3 UNDERLYING CABLE.ON CONNECTORS,WHEN WEATHERPROOFING FROM THE MAIN LINE TO VANCO 08882 PHPHI 380.885..99200 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 6. HOLES TO RECEIVE EXPANSIONANEDGE ANCHORS SHALL BE 118"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 WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. .. Sil 7411111 AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE 1• Iv 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 � •4� ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO W.<s._�fJ-ur�W_ 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 518"0 ASTM A 307 BOLTS UNLESS MANUFACTURERS WRITTEN RECOMMENDED PROCEDURES. WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS > (L� s NOTED OTHERWISE. OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL DINE S/ WEATHERPROOFING NOTES RUBBER TAPE ONTO THE UNDERLYING CABLE. c 0 �N FR o4 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 Cr 7: 1 CONCRETE MASONRY NOTES 3.6 STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE x WEATHERPROOFING CONNECTORS AND GROUND KITS: SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. LU A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER D. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: •REGON 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,GRADE N-1, WEATHERPROOFING AND TAPE.THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE (F'M=1,500 PS).MEDIUM WEIGHT(115 PCF). MANUFACTURERS RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS 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. • 2. MORTAR SHALL BE TYPE"S"(MINIMUM 1,800 PSI AT 28 DAYS). PER THE FOLLOWING INSTRUCTIONS. 2. REQUIRED TOOLS:KNIFE OR SCISSORS. / O n4Y is 2 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR 8--" ` O • SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING TO REMOVE ALL GREASE AND DIRT. ��3 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING EACH ROW BY APPROXIMATELY%"AND EXTENDING PAST THE CONNECTION BY TWO INCHES CPM PROJECT NO.: 4534 WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. AS DISCUSSED BELOW;OR STEP 2:START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES PRELIMINARY 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. 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF APPLICATION. NO. DATE D/C DESCRIPTION l • ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW;OR 0 08-09-12 TT/MM 90%CD REVIEW 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS SHALL 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF STEP 3: WHILE STRETCHING TAPE. MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, 1 08-22-12 TT/EG CPM COMMENT BE FORMED BY STOPPING THE GROUT POUR 1-1/2 BELOW TOP OF THE UPPERMOST UNIT. 1.5 INCH WIDE SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. TAPE AS DISCUSSED BELOW. 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT UNITS. MI B COLD SHRINK INSTALLATION PROCEDURE: STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF SUBMITTAL OVERLAP(0.75 INCH WIDE)LAYERS. NO. DATE D/C DESCRIPTION 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN 1. REQUIRED MATERIAL COLD SHRINK TUBE,SPACERS AS NEEDED.BLACK ELECTRICAL TAPE-2 EXCESS OF 4'-0"OF HEIGHT. INCHES WIDE STEP 5:WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. 0 08-26-12 BU/BU BP SUBMITTAL 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 2. REQUIRED TOOLS:KNIFE AND TAPE MEASURE STEP 6: TO TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT.CUT THE TAPE USING KNIFE 10.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGAMATING TAPE SITE NUMBER ( USING THUMB PRESSURE. 11.REINFORCING BARS-SEE NOTES UNDER'STRUCTURAL CONCRETE NOTES"FOR REQUIREMENTS. CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START PO54XCO DIMENSION FOR THE COLD SHRINK. STEP 7:TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN 12.PROVIDE ONE BAR DIAMETER(A MINIMUM OF 112')GROUT BETWEEN MAIN REINFORCING AND MASONRY ALTERNATING DIRECTIONS.THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN CCI SITE#879602 UNITS. STEP 2:SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE REPELLED. SITE NAME 13.LOW LIFT CONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET. CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE STEP 8:WRAP I TH SELF-AMALGAMATING APING CH TAPE WITH TWO LAYERS OF BLACK Y ELECTRICAL S M BARROWS RD. 14.ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN THE TAPE-2 INCH WIDTH SING A SHINGLED OVERLAPPING EACH ROW BY 1 INCH.THESE SHALL TOP TWO LAYERS THAT DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER ALSO BE WRAPPED USING A SH EFFECT.THE LAYERS SHALL BE WRAPPED SO THAT DRAWINGS OR SPECIFICATIONS. HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SITE ADDRESS ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE 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 CONTAINING REINFORCING STEEL. CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BEAVERTON,OR 97007 STEP 4:SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START 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 DIMENSION MARK.HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE JOINT TYPE. THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SHEET TITLE SCISSORS. 17.SHALE,ALKAU OR ORGANIC MATERIAL.WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST,LUMPS, BE REMOVED YOUR FREE UNWINDING N N A BEGIN UNT REMOVING COLD SHRINK TUBE LIGHTLY CORE ILL GENERAL THE ATTACHED CORD AWAY FROM THE TUBE. .. 18.BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. NOTES STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION.CONTINUE THE UNWINDING PROCESS UNTIL THE - CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7:EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES SHEET NO. CAN BE REMOVED OR LEFT IN PLACE.EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. GN-3 4 • DRAWING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF LINEAR FEET ...yip, ■ AGO ABOVE GRADE LEVEL MAX MAXIMUM AWG AMERICAN WIRE GAUGE MECH MECHANICAL Sprint AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER 41211P APPROX APPROXIMATELY MIN MINIMUM AZ AZIMUTH MISC MISCELLANEOUS 1301 EAST LOOKOUT ORNE RICHAROSON,TX 75082-4124 BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) GENERAL DYNAMICS CAB CABINET MW MICROWAVE Wireless Services 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 5501 NE 109Th COURT.SUITE A-2 CONC CONCRETE OC ON CENTER VANCOUVER,WA 98662 COND CONDUIT OD OUTSIDE DIAMETER PH 360 885.9200 CONST CONSTRUCTION OP OVERHEAD POWER CONT CONTINUOUS OT OVERHEAD FIBER AAll ■ CPM CASCADIA PM OPP OPPOSITE �,■�∎ Cn 0/C DRAFTER/CHECKER PL PROPERTY LINE o 6S%NGI N EF9 d'7�� M ./ DEMO DEMOLISH PLYWD PLYWOOD • DIA DIAMETER PM PROJECT MANAGER a , X DIM DIMENSION PROJ PROJECT 1.1.1 DN DOWN PROP PROPERTY 9-1 •REGON 1 DTL DETAIL PT PRESSURE TREATED ,q�16 p 2 6)�DWG DRAWING RO ROUGH OPENING O , • EA EACH ROW RIGHT OF WAY CPM PROJECT NO.: 4534 ELECT ELECTRICAL RRU REMOTE RADIO UNIT PRELIMINARY t ELEV ELEVATION REQ REQUIRED NO. DATE D/C DESCRIPTION 0 08-09-12 TT/MM 90%CD REVIEW 1 EO EQUAL SBTC SOLID BARE TINNED COPPER 1 08-22-12 TT/EG CPM COMMENT EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR Siff SHEET SUBMITTAL NO. DATE D/C DESCRIPTION FIN FINISH SPEC SPECIFICATION 0 08-26-12 BU/BU BP SUBMITTAL FLR FLOOR SQ SQUARE FT FOOT.FEET SS STAINLESS STEEL SITE NUMBER GA GAUGE STL STEEL PO54XC011 GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL CCI SITE#879602 GC GENERAL CONTRACTOR TOC TOP OF CONCRETE SITE 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 I BEAVERTON,OR 97007 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 a ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES IN INCH VIF VERIFY IN FIELD 1.0 INSUL INSULATION VERT VERTICAL SHEET NO. INT INTERIOR WP WATERPROOF JBOX JUNCTION BOX W/ WITH G N...4 LB(S) POUND(S) W/O WITHOUT