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Plans r YECEIVED . ')). • b Sprint P029XC053 (CCI # 879570) MAR 20 2013• n o M CONSTRUCTION DRAWI �• Too,„ 'ftYG n isu" digliP 192l MT 1.001(0 U1 Diem RpM10e01.1x 78012-4124 PROJECT DATA PROJECT CONTACTS DRAWING INDEX GENERAL CYNAMIICs Wireless Services SITE ADDRESS: 9585 SW WASHINGTON SQ RD GOVERNING CODES APPLICANT SHEET I DESCRIPTION TIGARD,OR 97223 SPRINT SPECTRUM LLC. IBC-2009,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 1750 FOUNDERS PARKWAY,SUITE 120 T-1.0 TITLE SHEET LATITUDE: 45°2710.6704"N ALPHARETTA,GA 30004 A-1,0 EXISTING OVERALL SITE PLAN LONGITUDE: 122°4641.3904"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 PPR WASHINGTON SQUARE LLC A-3.0 ENLARGED EQUIPMENT PLANS INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. PO BOX 847 5501 NE 109TH COURT,SUITE A-2 JURISDICTION: CITY OF TIGARD HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. CARLSBAD.CA 92018 A-4.0 ENLARGED ANTENNA PLANS VANCOUVER,WA 98662 APN: 151260000300 PH:360.885.9200 ZONING CLASSIFICATION: MUC TOWER OWNER A-5.0 ELEVATIONS CROWN CASTLE INTERNATIONAL A-6.O ANTENNA&COAX DETAILS I GROUND ELEVATION: 247'AMSL 8547 154TH AVE.NE *ECTOR A-6.1 ANTENNA&COAX DETAILS II TOP OF(E)MONOPOLE: 8T AGL REDMOND,WA 98052 BRYAN ADAMS,PMP A-6.2 RF TRANSPARENT RADOME n . I OCCUPANCY GROUP: U PH:425.202.2775 t CONSTRUCTION TYPE: II-B A-7.0 RRU DETAILS • ocp,T. ALip SITE ACQUISITION AND LEASING A-8.O OUTDOOR EQUIPMENT DETAILS CROWN CASTLE INTERNATIONAL h 4 3-r A-9.0 CONSTRUCTION DETAILS <V . 8547 154TH AVE.NE 2 REDMOND,WA 98052 E-1.0 ONE-LINE DIAGRAM AND PANEL SCHEDULE b , / '- CI BRYAN ADAMS,PMP E-1.1 ELECTRICAL DETAILS PH:425.202.2775 )< I- - - E-1.2 ELECTRICAL DETAILS w ZONING&PERMITTING CONSULTANT E-2.0 GROUNDING SITE PLANS CASCADLA PM PROJECT SUMMARY DRIVING DIRECTIONS S01NE109TH COURT.SUITE A-2 E-0.0 GROUNDING RISER DIAGRAM 4172 - FROM PORTLAND INTERNATIONAL AIRPORT VANCOUVER,WA 98662 E-4.0 GROUNDING DETAILS s`SIONAL O NOAH GRODZIN 3/7/13 THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: PH:971.285.6645 GN-1 GENERAL NOTES w 1.TAKE THE INTERSTATE 205 S RAMP TO INTERSTATE 84/PORTLAND/SALEM(0.5 MI) ( CPI PROJECT NO 4530 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. 2.MERGE ONTO 1-205 S (2.6 MI) CONSTRUCTION MANAGER GN-2 GENERAL NOTES 3.TAKE EXIT 21B TO MERGE ONTO 1-84 W/U.S.30 W TOWARD PORTLAND(5.4 MI) GENERAL DYNAMICS V1RELESS SERVICES GN-3 GENERAL NOTES PRELIMINARY 2.PROPOSED REMOVAL OF THREE(3)EXISTING EQUIPMENT CABINETS AND 4.TAKE THE EXIT ON THE LEFT TOWARD BEAVERTON/SALEM(0.4 MI) 8880 SW NIMBUS AVENUE,SUITE B GN-0 GENERAL NOTES NO. DATE D/C DESCRIPTION INSTALLATION OF TWO(2)NEW EQUIPMENT CABINETS. 5.MERGE ONTO IS S(1.1 MI) BEAVERTON,OR 97008 2 °OB 16-12�fv1H/BU CLIENT COMMENT 6.SLIGHT RIGHT TO STAY ON 1-5 S (7.7 MI) JAY GRATCHNER CITY OF TIGARD 3. PROPOSED REMOVAL OF THREE(3)PANEL ANTENNAS AND ASSOCIATED PH:503-602-2703 3 09 15-12 MS/BU CLIENT COMMENT COAXIAL CABLES WITH INSTALLATION OF ONE(1)RF TRANSPARENT RADOME, 7 TAKE THE OR-217 EXIT TOWARD KRUSE WAY/LAKE OSWEGO (0.4 MI) 4 01-14-13,KN/BU CLIENT COMMENT THREE(3)PANEL ANTENNAS,SIX(6)RRU'S WITH ASSOCIATED HYBRID B.TURN RIGHT ONTO OR-217 N(2.7 MI) PROJECT MANAGER Approved.. L1.. . . . .• [t�� CABLE/COAXIAL CABLE.REMOVAL OF ONE(1)EXISTING GPS ANTENNA AND 9.TAKE THE OR-210/SCHOLLS FY.RD EXIT(0.4 MI) GENERAL DYNAMICS WIRELESS SERVICES Conditionally Approved. [ , SUBMITTAL INSTALLATION OF ONE(1)PROPOSED GPS ANTENNA. 10.TURN RIGHT ONTO OR-210 EJSW SCROLLS FERRY RD(289 FT) 8880 SW NIMBUS AVENUE,SUITE B NO. DATE D/C . 11.TURN RIGHT TOWARD SW WASHINGTON SQUARE RD(115 FT) BEAVERTON,OR 97008 See Letter to:Follow [ 1 0 03-07-13 KN/KN BP SUBMITTAL 4.PROPOSED MODIFICATION OF EXISTING 200A ELECTRICAL SERVICE AND 12.TURN RIGHT ONTO SW WASHINGTON SQUARE RD TIM JAMES Attt_r TELCO/FIBER IF REQUIRED FOR INSTALLATION OF NEW 200A POWER/FIBER DESTINATION WILL BE ON THE RIGHT(0.5 MI) PH:503-207-7570 I`r�j�v(S'i PROTECTION CABINET. _ RF ENGINEER Permit ber: �� /r • ESTIMATED TIME 34 MINUTES STA NETWORK SERVICES r e - 1M �_ it 'A�L1,A�M r� SITE NUMBER ESTIMATED DISTANCE. 24 MILES PNW ENGINEERING PM ►�` 11 MIKE ZIEHNERT By:�G/�� Date: ■io P029XC053 PROJECT VICINITY MAP PH•503-754-9725 CCI SITE#879570 AAV MANAGER Approved plans SITE NAME �ax.r GENERAL DYNAMICS WIRELESS SERVICES shah be on job site. SQUARE WASHINGTON AAV OR/SW WA RF MANAGER 8880 SW NIMBUS AVENUE,SUITE B SITE ADDRESS•� r�Comer �J DONNY BON,OR 97008 OFFICE iCL - ■lJliL1 1L1 1 1EIJ' COPY 9585 SW WASHINGTON SQ RD D N PH:503-750.9870 TIGARD.OR 97223 o -PROJECT LOCATION ysi a a STRUCTURAL ENGINEER APPROVAL LIST sly VECTOR STRUCTURAL ENGINEERS SHEET TITLE Q 8 F/,7�/ 9138 S STATE ST.,SUITE 101 TITLE SIGNATURE DATE C.? Beaverton stir PROPERTY OWNER TITLE 1 ! SANDY,UT 84070 a SW & t Blum Rd 0'1 .... ROGER T.ALWORTH,S.E. - - ST b I 1217 CC a PH:801.990.1775 SPRINT REPRESENTATIVE SHEET CO 9 210 a _._. 18.1^ PROJECT MANAGER W'. .. �� TN N MN SITE ACQUISITION SHEET NO. ro Metzger Park ZONING Qy, � t 3-/J W E CONST.MANAGER T-1 .0 - !. o - RF ENGINEER o .wA S ? - , SW Locust St- 3-A S _ AAV MANAGER r 1 I• � 1 — — ■ ( MUJC CENTRING \ \ DRAWING LEGEND \y` / I l I // ) � j/i --- --- SUBJECT PROPERTY LINE • • 1 ( . I I 'I ) I ./i ADJACENT PROPERTY LINE Sprint - - - - - / -- / ( I) I j/i�� LEASE AREA • 1�� j i COAX (E)COAX ROUTE _ G I I - A ( I) 1 HYBRID (N)HYBRID CABLE ROUTE c 4 I C T TELCO ROUTE • m.-�-� 1 (E)LINEOFTREE \ 1 \ ♦ ♦ T/P TELCOIPOWER ROUTE digni° �� ;_�..�-..,{T��,�,�� CANOPY(TYP) / P POWER ROUTE Lnom .ti>L..ti.. +J l 1�� 1. / / \ F FIBER ROUTE II r-SW BLUM RD 1 1 - - F/P FIBEPJPOWER ROUTE 1�1 Fi 1 FROM SW BLUM RD 1 1-1 T �124 __ 1 --♦ x z x EXISTING FENCE I�: I INGRESS!EGRESS 1 -- GENERAL DVNAMIC>i o _ _ Wireless Services L J ELEVATION MARKER 1 I 1 / 0:1 -- �, PARKING T 5I I/ . --- 1 / SPRINT PROJECT AREA g ADJACENT ZONING MUC / / /___.._ ._ _. i- - SEE SHEET A-2.0 al © SECTION MARKER I / ;I - '� Cascadia PM - / APN:151260000300 H• AREA 46.24 ACRES 5501 NE 109TH COURT,SUITE A-2 (E)BUILDING VANCOUVER,WA 98662 (TYP) I r� ` _ COMMON ABBREVIATIONS PH:360.885.9200 y I — — / SW GORMARTIN LN \ --� (E) EXISTING 1 (P) (N) PROPOSED NEW ECTOR (TYP) TYPICAL 4 t - - - - 1 (E)ASPHALT ---- i / PARKING LOT 7 u �tp ? '-' I r / NOTE: w �i Q✓ • — / I ,� E A �--`! / i SITE PLAN DERIVED FROM:EXISTING DRAWINGS,GIS,AERIAL N �� '/'0\\\ IMAGES AND SITE PHOTOS. Q D / .3. '� 1 L (E)ASPHALT PARKING LOT 7 - _ w SW WASHINGTON SQUARE RD �.'r \ i /' sSIONAt 1\ / 1 (E)SUBJECT PROPERTY LINE 3/7/13 / - (// (TYP) G rCPM PROJECT NO.: 4530 I \ ADJACENT ZONING ADJACENT ZONING PRELIMINARY R-4.5 ! m MUE-1 NO. DATE D/C DESCRIPTION I 2 08-16-12 MH/BU CLIENT COMMENT 1 3 , 43 _011---14-13 MKS TT TT l W UBMITTAL S \ I NO. DATE D/C DESCRIPTION - I 0 03-07-13 KN/KN BP SUBMITTAL l li \ -- - II SITE NUMBER ( I • P029XC053 ADJACENT ZONING 1 I , , !% CCI SITE#879570 ADJACENT SITE NAME �, (E)ADJACENT PROPERTY LINE 1%//I WASHINGTON SQUARE MALL _ --- - - - - , SITE ADDRESS• ' ' \ '''' \: \ ` 1 _ _ _ _ _ _. _ _ - _ (! 9585 STIGARDHOR 97423 SQ RD • / •-• (E)ASPHALT -7 TITLE PARKING LOT ' 16.je (E) OVERALL\ii ,,_ �� SITE PLAN TN MN , ��//iirif� w E SHEET NO. fii�ii�i/ Ii �\ // I S SCALE.1"=300'-0"(11X17) 0' 150' 300' 600' ' O 1 EXISTING OVERALL SITE PLAN w SCALE 1" 150'-0"(22X34) I. M IIIMIIIII Sprint \>° . 4111111° ,x, VW LOOKOUT OgIYE 1X 75002-4124 38-8 #- GENERAL DYNAMICS 8" Wireless Services 18'-0" ' 4'-8" Y 15T" Cascadia PM: '/� %1111111118111111l1111111111111NII , 5501 NE 109TH COURT SUITE A-2 111.11IIIIIHl',IIIIIIIII'JIIIUI"'' VANCOWER.WA 98662 11111,11111111111IIIIIIIU.UIIII PH 360.8869200 111.IkIIIIIII1:1111111∎III',IIIII' 11,1iliii iii IIIIIIIIII°i! (E)SPRINT(CDMA)ANTENNAS ■ 11111 lualli mwuu' (TYP)IN STEALTH CANISTER 110111111111111101111° k VECTOR 0011111111111,n1.. ° Ilii, " CARR ER ANTE NAS OTHER SHOWN FOR CLARITY in v *T. ALWO R.: 4�o'�w ��$jb ��. , r 1 ' o W � ' '�� E ♦ d y (E)RAISED STEEL EQUIPMENT (E)SPRINT COAX ROUTE ∎�� S • R `• o •��`�:�� (E)3'-0"LADDER -v • 41725 PLATFORM-OTHER CARRIER(TYP) 0.1 A w ♦ � +� O N. - - - iii 4 - - _ . ■ . z 3/7/13 'ssfONAL (E)24"WIDE SPRINT ----.1 _ 0. ( CPM PROJECT NO. 4530 ICE BRIDGE(TYP) •�►�1 �anti/ PRELYNARY .•';;:•.• NO. DATE D!C DESCRIPTION i (E)SPRINT EQUIP.MOUNTED TO II h%lI"O�1 © 2 08-16-12 MH/BU CLIENT COMMENT I-BEAMS ON(E)12'-3"X 19'-6"CONC. �� 3 09-15-12 MS/BU CLIENT COMMENT PAD(LEASE AREA) �� 4. 01-14-13 KN/BU CLIENT COMMENT . I suBurrr� E I _' 11 I Cf. ;? NO. DATE D/C DESCRIPTION N U 0 03-07-13 KN/KN BP SUBMITTAL (E)SPRINT UTILITY H-FRAME;200A PPC I - I 0 W/200A GENERATOR DISCONNECT& - - TELCO CABINET \ / SITE NUMBER (E)SPRINTTELCO ® P029XC053 &POWER ROUTE CCI SITE#879570 (E)SPRINT 200A METER BASE W!DISCONNECT i SITE NAME 00/ \% WASHINGTON , \ SQUARE MALL —�'`_�____�1____--- - - - - (E)TRANSFORMER - SITE ADDRESS 9585 SW WASHINGTON SQ RD TIGARD.OR 97223 12'-0" 19'-6" 5-10" CONC.PAD) • B" (GATE) ,,,, ( SHEET TITLE 38'-8" (COMPOUND AREA) f • 16.1 (E) ENLARGED (E)SPRINT GPS ANTENNA PIPE SITE PLAN MOUNTED TO(E)UTILITY LIGHT TN MN a NIIV W E SHEET NO. S A-2 . 0 SCALE 3116"=1-0"(11X17) 0' 5' t 1 EXISTING ENLARGED SITE PLAN SCALE.3!B'=,-0 (72Y14) I f 43��i&WM �r i.��a.w_ NOTE: o►ri rip (N)24"WIDE SPRINT ICE BRIDGE;IF •►�.�'� ALL EXISTING EQUIPMENT REFLECTED ON \V` :� :j (E)24"WIDE SPRINT DETERMINED TO BE REQ'D(TYP) :VI/4� (E)24"WIDE SPRINT THE SIDE BY SIDE SS NOTE OTON TO BE • • 1 MOUNTED ICE BRIDGE(TVP) Sprint ►..� ICE BRIDGE(TYP) ►�►�� • ►•41.7 (N) CABINET MUDROOM 1.0.��, ►��•∎* tik et �p••�•��•� (E)SPRINT COAX ROUTE �•��' (E)SPRINT COAX ROUTE t� :!•!•i•%*t o, "•- " i41-1P-Wx:1: •-• �i*•;,..� THIS PORTION OF(E)I BEAMS ••�� 1: •��G•� TO SBDE BYASIDE STAGE DURING �.♦♦�,y.?• ° ,:.��:�:�.,1+=:=: ::�.* (N)SPRINT HYBRID CABLE ROUTE CNI EMT LOOKOUT 750 -41E ►♦,110 ,♦♦I/ II:A. i.... , NC11110Bp1 IX 700l2�114 ►•.�•��*. ►a,�11/..... � !,�:"∎ AT FINAL STAGE E REMOVED 4.�*.;1 • tjlj' ;GENERAL DYNAMICS a �' I .t. — I a �— 1_ _ _I Wireless Services Cl) (E)RF (E)PWR (E)BATT w (N)SPRINT (N) (E)RF (E)PWR (E)BATT CABINET I CABINET I CABINET w BBU SPRINT CABINET I � CABINET I CABINET NS CABINET MMES a =, — ,- a ► 4 CABINET — _ a .� I , _ I a ---- r; n. _ I Z / I Cascadia PM U Li 0 z \ / L 3'-2" 111"/ 0 _ \ I- 3-r �1, / 5501 NE iD9TH COURT,SUITE A-2 W \ _ •( W \ �( VANCOUVER,WA 98862 / l_, / PH.360.885.9200 i' / / / N ,' I , 3" k 6" VECTOR (E) (E)SPRINT GPS ANTENNA PIPE g^ , (E) I (E)SPRINT GPS ANTENNA PIPE • ^ • i /8/ ;,__11 T-10 /TRANSF. MOUNTED TO(E)UTILITY LIGHT 16.r 2-10_ /TRANSF. j MOUNTED TO(E)UTILITY LIGHT ,6.1' u� o N o "1 v �,•r. Airy \ ��p U TN MN \ \ � C441.4 19� TN MN N- 19'-6" h �. �(�a rr (E)CONC.PAD/LEASE AREA W E (E)CONC.PAD/LEASE AREA W E till'� (E)SPRINT UTILITY H-FRAME, (E)SPRINT UTILITY H-FRAME, IT 200A PPC W/200A GENERATOR 200A PPC W!200A GENERATOR X- / S S DISCONNECT&TELCO CABINET DISCONNECT&TELCO CABINET LJJ Z• , SCALE.1/4"=1'-0"(11X17) 0' 2' 4' 8' SCALE.1/4"=1'-0"(11X17) 0' 2' 4' 8' 41725 1 EQUIP. SITE PLAN - EXISTING SCALE ,/7=1'-o„(22X34) El/•� 2 EQUIP. SITE PLAN - SIDE BY SIDE SCALE ,/2”=1'-0"(22X34) M M-� °i4,. L o 3/7/13 ONAL AI (N)24"WIDE SPRINT ICE II��.6, $ ( CPM PROJECT NO.• 4530 ►� �. (E)24"WIDE SPRINT ®' BRIDGE:IF DETERMINED TO ►��►♦ak ICE BRIDGE(TYP) PRELIMINARY © BE REQ'D(TYP) ►�.�A�♦�: NO. DATE D/C DESCRIPTION 2 08-16-12 MH/BU CLIENT COMMENT N (N TOP(N)ICE RIDGE POST ►•�,t•♦� 3 09-15-12 MS/BU CLIENT COMMENT ►��i' \ \ :e�:♦�.f 4 01-14-13 KN/BU CLIENT COMMENT Alt!I'••1 SUBMITTAL ��4*Teo: NO. DATE D/C DESCRIPTION 0 03-07-13 KN/KN BP SUBMITTAL 1*371.1 (N)SPRINT HYBRID CABLE ROUTE.. 6 0 •- noKim ier SITE NUMBER P029XC053 w CCI SITE#879570 en (N)SPRINT MMES CABINET MI • SITE NAME /0 WASHINGTON a "\-- 1 SQUARE MALL z 1 �, U SITE ADDRESS o 0 1 (N)SPRINT BBU CABINET ink 9585 SW WASHINGTON SQ RD w 1417 TIGARD,OR 97223 Th... - 4_ - 1,-0„ � 13.-8" 31 SHEET TITLE �z,_,o• (E) r /6.1° ENLARGED �TRANSF. \ \ r —� N EQUIPMENT PLANS 1 J TN MN 19'-6 4. (E)SPRINT TILITY H-FRAME (E)CONC.PAD!LEASE AREA W E SHEET NO. l 200A PPC W!28,U0 0A GENERATOR ® DISCONNECT TELCO CABINET S (rte\/` /'' �,{/•0 SCALE 1/4"=1'-0"(11X17) 0' 2' 4' 8' 3 NOT USED 4 EQUIP. SITE PLAN - FINAL ' SCALE 1/2"=1'-0"(22X34) it 1 O rJ,n • N „ Sprint' ''s> a 0 p,7 (N)4.'0 X 13"MEDUSSA HYBRID O (N)RF TRANSPARENT a CABLE BREAKOUT CYLINDER Q RADOME r Z (TYP) 44* .!w;, cc) I (E)87'-0"MONOPOLE;OTHER f _ • aCARRIER ANTENNAS NOT .�1t�'`'' \ t�owcwioia�lx 75O w+ (E)8T-0"MONOPOLE;OTHER SHOWN FOR CLARITY CARRIER ANTENNAS NOT SHOWN FOR CLARITY �� , //.,4� :7' :oy CiEN�RAL CvNAIVIICS � � � , ��ri�� Wireless Services (E)30"0#152"EMS 0 el4�%,�ACCELERATOR TO BE • REPLACED 1e• \, . ape a ``�� R 6 G.cpa �s��I c,i 1�, t�PS�G1�p0 92141 l s, ` `��"��' ti,*?oR �,CoP'\NI, N ► 11 11, / �iy ry sF�T Cascadia PM �� = Of? 5501 NE 109TH COURT,SUITE A-2 VANCOUVER.WA 98662 AIL (N)SPRINT 800MHZ/1900MHZ DUAL PH 360.885.9200 POLE ANTENNA INSIDE(N)RF NIP TRANSPARENT RADOME,TYPICAL OF (E)SPRINT(CDMA)ANTENNAS(TYP OF 3) (1)PER SECTOR-SEE A-5.0 �VECTOR CONCEALED INSIDE(E)RF TRANSPARENT RADOME-TO BE REMOVED /6.7. 16.1° 11! N (N)SPRINT RRU'S MOUNTED BELOW N Nt ANTENNAS;(1)800MHZ&(1)1900MHZ T ALTiv ce TN MN PER SECTOR(TYP) TN MN N 4 a , ,#r W E ® W E , S S X 4 Atilt - W `. SCALE.1/2"=1'-0"(11X17) 0' 1' 2' 4' SCALE.1/2"=1'-0"(11X17) 0' 1' 2' 4' 0 41725 1 1 ANTENNA PLAN - EXISTING SCALE1"=1'-0,(22X34) M•M•� 2 ANTENNA PLAN - FINAL SCALE 1"=1'-0"(22X34) I �•- �'4 j} - 3/7/13 �I0NAL � I CPM PROJECT NO. 4530 PRELIMINARY NO. DATE D/C DESCRIPTION 2 08-16-12 MH/BU CLIENT COMMENT 3 09-15-12 MS/BU CLIENT COMMENT 4 01-14-13_KN/BU CLIENT COMMENT NOTES: 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. SUBMITTAL VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. NO DATE D/C DESCRIPTION 0 03-07-13 KN/KN BP SUBMITTAL 2. TOWER STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS.SPRINT NETWORK VISION INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS,SUBJECT TO OWNER APPROVAL. SITE NUMBER 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. P029 V CO C 3 5. REFERENCE A-6.1 FOR HYBRID COAX CABLE ATTACHMENT PER STRUCTURE TYPE. CCI SITE#879570 SITE NAME WASHINGTON SQUARE MALL SITE ADDRESS 9585 SW WASHINGTON SO RD TIGARD,OR 97223 SHEET TITLE ° ENLARGED ANTENNA PLANS SHEET NO. A-4.0 3 NOTES 4 NOT USED / I 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. A1,, (N)TOP OF RF TRANSPARENT RADOME PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. • )010 • AL N)TOP OF RF TRANSPARENT RADOME VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. 90'-0" VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. S ri nt 90'-0" l(N)SPRINT ANTENNA RAD CENTER III iiiii III AL (N)SPRINT ANTENNA RAD CENTER �� (N)SPRINT RRU'S MOUNTED BELOW 86'-0" (N)SPRINT RRU'S MOUNTED BELOW AM ANTENNAS;(1)800MHZ&(1)1900MHZ ANTENNAS;(1)800MHZ&(1)1900MHZ S/�L•'I S U H L (N)SPRINT 800MHZ/1900MHZ DUAL PER SECTOR(TYP) Sim, (N)SPRINT 800MHZ/1900MHZ DUAL !-, PER SECTOR(TYP) POLE ANTENNA INSIDE(N)RF - POLE ANTENNA INSIDE(N)RF i' IMIT M NW TRANSPARENT RADOME',TYPICAL OF • , qv TRANSPARENT RADOME;TYPICAL OF 1 Ap � �1!{ (1)PER SECTOR (1)PER SECTOR TOP (E)TOP OF OTHER CARRIER CANISTER OTHER CARRIER CANISTER/TOP PLATE GENERAL CY111AMIC>i • CANISTER/TOP PLATE 75-0" Wireless Services 75'-0" REPLACE(E)30"X 152"EMS REPLACE(E)30"X 152"EMS ACCELERATOR WITH(N)3'-1010 X 15' ACCELERATOR WITH(N)3'-10"0 X 15' RADOME TO CONCEAL(N)SPRINT RADOME TO CONCEAL(N)SPRINT ANTENNAS ANTENNAS $ (E)OTHER CARRIER ANTENNA RAD CENTER / (E)OTHER CARRIER ANTENNA RAD CENTER / ±77-0" ±72'-0" Cascadia PM 5501 NE 109TH COURT,SUITE A-2 VANCOUVER,WA 98662 PH 360.885.9200 VECTOR AN I� 4, pl ' l 0 . . xS tl , m % W _ _ 41725. s�f 8t' d 3/7/13 ONAL _ I CPM PROJECT NO. 4530 PRELIMINARY x (E)87-0"MONOPOLE;(N)HYBRID CABLE 2 NO. DATE / DESCRIPTION 2 08-16-12 MH/B U CLIENT COMMENT TO FOLLOW(E)COAX ROUTING INSIDE 3 09-15-12 MS/BU CLIENT COMMENT MONOPOLE PER CROWN CASTLE 4 01-14-13 KN/BU CLIENT COMMENT STRUCTURAL ANALYSIS.DATED 6/20/12 o o SUBMITTAL % NO. DATE D/C DESCRIPTION Z S 0 03-07-13 KN/KN BP SUBMITTAL (E)87-0"MONOPOLE;(N)HYBRID CABLE SITE NUMBER TO FOLLOW(E)COAX ROUTING INSIDE O MONOPOLE PER CROWN CASTLE STRUCTURAL ANALYSIS,DATED 6/20/12 % CCI SITE#879570 x SITE NAME WASHINGTON SQUARE MALL SITE ADDRESS O 0 9585 SW WASHINGTON SQ RD m TIGARD,OR 97223 (E)6'-0"TALL CHAIN LINK x (E)6'-0"TALL CHAIN LINK FENCED COMPOUND FENCED COMPOUND SHEET TITLE 1 , ELEVATIONS f :•/f .t Fie ..v.:. s I: I 0 1 : I 1i i 1 I : I 4 I I f: 1 q : NO. : : : SHEET • (E)GRADE 0'-0" ..�,. -..•.::.., :.;::. ......... ... .......... ......-. -........ (E)GRADE 0,-0.. .::::. : (247'AMSL) (247'AMSL) A-5.0 SCALE:1"=10'-0"(11X17) 0' 5' 10' 20' SCALE:1"=10'-0"(11X17) 0' s 10' 20' 1 SOUTH ELEVATION - FINAL SCALE 1"=5'-0"(22X34) IN 1: 2 EAST ELEVATION - FINAL SCALE:1"=5'-0"(22X34) .1. • . . MANUFACTURER: POWERWAVE PART NUMBER: P90-15-XLPP-RR • LENGTH: 72.0" Sprint WIDTH: 12.0" SPRINT ANTENNA&HYBRID CABLE LENGTH SCHEDULE DEPTH 6.0" BOO/HZ-45 1 1900UHZ+46 WEIGHT W/O BRACKETS: 43.0 LBS eooeH:+4s . MECH. HYBRID JUMPER SIZE , WEIGHT W/BRACKETS: 50.0 LBS o� SECTOR QTY. ANTENNA MODEL DOWNTILT AZIMUTH RAD CENTER CABLE LENGTH CABLE TYPE RRU MODEL(S) &LENGTH BRACKET MODEL#'S:7256.00&7454.00 I RRH-02A 8 digNIP , ALPHA 1 P91XLPP R T.B.D.° 345° 86-0" 11D-0" TYPE 2 RRH P4 112"86- -Q•� m � I BETA 1 P90-15-XLPP-RR T.B.D. 120° B6'-0" 110'-0" TYPE 2 RRH C2A 8 1I2„86 not UST LOOKOUT oa,� f RRH-P4 ao►w®soh,1X 75002-4124 MANUFACTURER: POWERWAVE PCS2-45 .PC$t-4s GAMMA 1 P65 16 XLPP RR T.B.D.• 240° 66'-0 110-0 TYPE 2 RRH C2A 8 112"86, PART NUMBER: P65-16-XLPP-RR 19001,11C-45' RRH-P4 GENERAL. DYNAMICS LENGTH: 72.0" TYPICAL ANTENNA PORT DETAIL WIDTH: 12.0" GPS 1 TMG HR-26NCM N/A N/A 12'-0" 25'-0" 12" N/A N/A wireless Services DEPTH 6.0" WEIGHT W/O BRACKETS: 49.0 LBS WEIGHT W/BRACKETS: 56.0 LBS FRONT SIDE BRACKET MODEL/1'S:7256.00&7454.00 NOTES: I"owr° \ 1. HYBRID/COAX CABLE LENGTHS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY LENGTHS PER FINAL ICE BRIDGE Cascadia PM I:»�°..a:1 CONFIGURATION AND STRUCTURE MOUNTED ROUTING. ,`TL I/ 5501 NE 109TH COURT SUITE A-2 `.--./ 2. ALL HYBRID/COAX CABLE INSTALLATION SHALL CONFORM TO CURRENT SPRINT STANDARDS.SEE DETAILS ON SHEET A-6.1. VANCOUVER WA 98662 BOTTOM PH-.360 885 9200 NOTES. 3. ALL HYBRID/COAX CABLE CONNECTIONS TO BE WEATHERPROOFED.SEE DETAILS ON SHEET A-6.1 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. *ECTOR SURROUNDING AREAS USING NON-REFLECTIVE PAINT. n ■ I n e e n ■ 2. VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH ARE MOUNTED ON THE PIPE BEHIND THE ANTENNA,SIMILAR )„°�.�t� TO THAT SHOWN ON DETAIL#4,THIS SHEET. 3. ALL ANTENNA INSTALLATION AND TESTING SHALL CONFORM TO CURRENT SPRINT STANDARDS. 4, 6. CONTRACTOR TO FIELD VERIFY EXISTING AZIMUTHS BEFORE RELOCATING THE ANTENNAS.IF RELOCATION IS REQUIRED NOTIFY SPRINT RF ENGINEER PRIOR TO RELOCATION. N �w ' Z ' �. 4. NEW SPRINT RRU'S ARR MOUNTED TO PIPE MAST BEHIND ANTENNAS SIMILAR TO THAT SHOWN ON DETAIL 4/- /- WA 14 SCALE:NTS(11X17) SCALE.NTS(11X17) Q- - 1 SPRINT ANTENNA SPECIFICATIONS SCALE:NTS(22X34) 2 ANTENNA & COAX SCHEDULE SCALE NTS(22X34) - w: �:;� CLAMP(SHALL SHALL SOLIDLY BIND I'TERMINATION CLOSURE `SiONAL0 GPS NOTES: ! nI BE SOFT) ' 3/7113 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD (E)OR(N)3 1/2"O.D.MIN. ICI ( CPI PROJECT N0 * 4530 ANTENNA PIPE MOUNT I 1"0,SCH.40,GALVANIZED GPS;TMR-HR-26NCM;GPS TO MUST NOT BE THREADED ASTEEL HE ANTENNA MOUNT END.PIPE. THE PIPE ] �`` �+ TWO POINTS SHALL BE FIXED PRELIMINARY BE MOUNTED A MIN.OF 2'-0" �C` L_J� BEFORE RRU CONNECTION N0. DATE D/C DESCRIPTION ABOVE MMBS-BBU CABINET , ' �`�/1 CLOSURE AND ROLLED CABLE 2. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH(MIN.OF 18",8'-0"IF ` 2 08-16-12 MH/BU CLIENT COMMENT MOUNTING TO PROPOSED MMBS-BBU)USING A HAND OR ROTARY PIPE +Ii 3 09-15-12 MS/BU CLIENT COMMENT ��+II CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK �� CABLE SHALL BE PLACED NOT TO 4 01-14-13_KN/BU CLIENT COMMENT GPS MOUNT;TMR-LMNT SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED. i. (N)SPRINT ANTENNA TOUCH WITH TOWER STRUCTURES ANTENNA MOUNT SEE 1!A-0.D&21A-6.0 OR OTHER MATERIALS.BENDING [I ` CLAMP DETAIL SUBMITTAL ATTACHED TO PIPE 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS RADIUS OF ROLLED CABLE SHALL WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS ;El BE LARGER THAN REQUIREMENTS NO DATE D/C DESCRIPTION WITHIN T OF LEVEL. OF SPECIFIC PRODUCT. 0 03-07-13 KN/KN BP SUBMITTAL 4. DO NOT SWEEP TEST GPS ANTENNA. (N) 1` 1"0 STD.PIPE,LENGTH AS 5. ATTACH GPS MOUNTING PIPE TO NEW MMBS-BBU USING(4)8MMx15MM SORORMU I SITE NUMBER REQ'D HEIGHT-SEE2/A-60 .� ABOV BOLTS EMMBS-BBUICABINET.�pS. GPS TO BE MOUNTED A MIN.OF2'-0" POAARI�` P029XC053 rI CCI SITE#879570 e (E)OR(N)2-3/8"O.D. SITE NAME MINIMUM OF 75%OR MIN.ANTENNA PIPE WASHINGTON PIPE MAST MOUNTED TO 270°IN ANY DIRECTION MOUNT SQUARE MALL MUDROOM CABINET W/ N SITE ADDRESS REQ'D HARDWARE . I 270° ( )COAX ft. GPS BLOCK OR 9585 SW WASHINGTON SO RD SOFT CLAMP TIGARD,OR 97223 (T/p) I CA BLEGPS OBSTRUCTIONS • (3)(N)BREAKOUT UNITS, •••�°�•• SHEET TITLE MUST BE BELOW 15° STANDARD HANGER IN t' TYP OF(1)PER SECTOR I 1 I COAXIAL CABLE-SEE 2/A-8.0 I SNAP-IN FOR EXCESS ANTENNA & I CABLES � NEW 4"SST CLAMP, ANDREW e • SUPPORT HYBRID TYP,OF(2)PER STANDOFF (N)JUMPER (N) COAX DETAILS ,. u'; CABLE WITHIN 12"OF Iii BREAKOUT UNIT CABLE(TYP) . a MEDUSA NEW HYBRID FANOUT (N)SST STANDARD HANGER I CABLE TYPICAL OF 3. COLOR CODE BAND SIDE VIEW OF COAX SHEET NO. SUPPORTED BY HOISTING SUPPORT GRIP EVERY 200'-0" SCALE.NTS(11X17) SCALE.NTS)11X17) 3 GPS ANTENNA MOUNTING & REQUIREMENTS SCALE NTS(22X34) 4 TYPICAL STEALTH MOUNTING DETAIL SCALE NTS(22X34) . 1. TYPE 1 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(262.8) -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 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 81 PAIR, AWG 8 3 PAIR AWG 61 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 BOO MHz+45° ANT 1 GREEN 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") _ c f 1 I.I S U I.J J 1 GAMMA GREEN GREEN GREEN 800 MHz-45° ANT 0 BLUE OPTIC CABLE LC/PC-to-LC/PC,SINGLE MODE DU CABINET(POWER 1301 ON Uf01101R OISR PCS1-45° ANT 0 GREEN CABLE TERMINAL 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 11014/1/3004 111 7104!-4/$S MAX SIZE AWG 4) FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE PCS1+45° ANT 1 BLUE RRU POWER CABLE AWG 8,14.7-15.4mm SPEC AWG 10,11.5-12.4mm GENERAL DYNANIICG FREQUENCY I FIRST RING SECOND RING 1900 MHz Hz PCS2-45° ANT 2 BROWN 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 WHITE 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 N/A SAMSUNG FIBER O.SIbs/If 0.6Ibs/If O.BIbs/If 0.91bs/If 1.11bs/If N/A N/A ASIA TAI 0.71bs/If 0.71bs/lf 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/H 221bs/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. 5601 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) )WECTOR n ■ i A.B.1..a It 2"SPACE T. i i 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING 2"TAPE 1"SPACE SECOND RING 1"SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2"SPACE 1"SPACE SECOND RING 1"SPACE THIRD RING N ��~ ',, 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 T,, 3 HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR) ,}' ' I 4 PAIR J� / I I I I X 4 COPPER W :'r �. xk Yyr • X TO RRU ---� a�� --^ d ♦•♦.'' f.' ♦� > 0 - - - 4172 _� � � � a. r y 3/7/13 >, x ii. s - - - - - � � f � IONAL� ■ (6)FIBER CABLES 1 I CPM PROJECT NO. 4530 HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR NO SPACE FREQUENCY COLOR HYBRID COLOR CODE J HYBRID COLOR CODE WRAP TAPE AROUND HYBRID J 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 �— 2 08-16-12 MH/BU CLIENT COMMENT 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING 3 09-15-12 MS/BU CLIENT 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 N 4 01-14-13_KN/BU CLIENT COMMENT FIRST RING BETWEEN OF APPLICABLE PER BETWEEN(IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2"TAPE RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS SECTOR) SUBMITTAL 4. (4)PAIR t / NO. DATE D/C DESCRIPTION COPPER t f t I t I t _ C 0 03-07-13 KN/KN BP SUBMITTAL pr AM k •TO CABINET .�_ ♦ ♦ • V.***♦♦ ( '- . NI)Sprint . 4111P (N)3-10"0 RF TRANSPARENT (N)SPRINT 800MHZ/1900MHZ DUAL POLE a RADOME ANTENNA INSIDE(N)RF TRANSPARENT (N)RF TRANSPARENT RADOME RADOME;TYPICAL OF(1)PER SECTOR ta11t MIT 1A01 AIR I IYGIMiDB01�TX 76012-4124 LR ORNE I OPTIONAL RADOME LID 3'-10" STEEL SUPPORT PIPE j GENERAL DYNAMICS .711reiess Services 93, in ALUMINUM SUPPORT RING 7O. ALUMINUM SUPPORT RING f �, (N)SPRINT RRU'S MOUNTED TO(N) \ _ ■ v id-SEE 3/- SUPPORT PIPE;(1)800MHZ 8(1) t�1900MHZ PER SECTOR(TYP) — (N)ANTENNA MOUNTING BRACKETS PER MFG.(TYP) dia PM SPLIT CONFIGURATION SHROUD; • NOTE: ALL HARDWARE TO BE RF ` pn s� �� (N)72"SPRINT ANTENNAS; 5501 NE 109TH COURT.SUITE A-2 It FRIENDLY • �� .��r�, '�! I STAGGER MOUNTS PER OPTIONAL ANTENNA VAN H 360.8 WA 98662 �+�!�' 4"0 X 13"MEDUSSA HYBRID MOUNTING HOLE POSITIONS I PH:360.885.92D0 _,r% SPLIT CONFIGURATION SHROUD;O � ., ! �� CABLE BREAKOUT CYLINDER ALL HARDWARE TO BE RF -SEE ANTENNA MFG.FOR SPECIFICATIONS � ,- �1�' , 4� (TYP) FRIENDLY �/ECTOR -1�= ��0*E 3.6 G • / (N)SPRINT 800MHZ/1900MHZ DUAL POLE a p �N_ ANTENNA INSIDE(N)RF TRANSPARENT 0 RADOME;TYPICAL OF(1)PER SECTOR VW T- uWo o � (N)ANTENNA MOUNTING BRACKETS PER Vl �r- -- MFG.(TYP) N . 4' OV,_ ,,4 ' NOTE: SPLIT CONFIGURATION SHROUD; 3�' �O(N)72"SPRINT ANTENNAS; ALL HARDWARE TO BE RF `- Ir' - 1. LAMINATED 6"FRP FLANGE I STAGGER MOUNTS PER OPTIONAL FRIENDLY Q °j(TYP.OF TOP AND BOTTOM) !: ANTENNA MOUNTING HOLE POSITIONS w 1 t-SEE ANTENNA MFG.FOR '� R! © SPECIFICATIONS I ALUMINUM SUPPORT RING; 41725 Pr ATTACH TO RADOME W/(12)SS v I SELF TAPPING SCREWS(TYP) +� L G— — 3/7/13 ssION U II 4 z _ _- 2 SPACE RRH'S SO THERE IS A — — — I CPM PROJECT NO. 4530 I MIN.12"CLEARANCE ON TOP a"'1 I AND BOTTOM _ oPii PRELIMINARY 1 RADOME DETAIL - PLAN VIEW 1..— �I NO DATE D/C DESCRIPTION �[-J 2 08-16-12 MH/BU CLIENT COMMENT I II 3 09-15-12 MS/BU CLIENT COMMENT 4 01-14-13 KN/BU CLIENT COMMENT ALUMINUM SUPPORT RING w (N)SPRINT RRU'S MOUNTED TO(N) .- _ SUBMITTAL �! A_ SUPPORT PIPE;SECTOR 800MHZ 8(1) _�! I 1900MHZ PER SECTOR(TYP) ® NO. DATE D/C DESCRIPTION - _i- — — 0 03-07-13 KN/KN BP SUBMITTAL i RF TRANSPARENT RADOME NOTES: 1 SPLIT CONFIGURATION SHROUD; , I� SPLIT CONFIGURATION SHROUD; ALL HARDWARE TO BE RF i II 1 ALL HARDWARE TO BE RF SITE NUMBER 1. EXISTING SUPPORT STRUCTURE SHALL BE VERIFIED BY OTHERS TO SUPPORT THE FRIENDLY FRIENDLY VERTICAL AND LATERAL LOADS OF THE FRP RADOME. 2. ALL STEEL SHALL BE EPDXY PAINTED. P029XC053 CCI SITE#879570 IT. �Z 3. FIELD DIMENSIONS REQUIRED PRIOR TO MATERIAL PROCUREMENT. 4"0 X 13"MEDUSSA HYBRID SITE NAME CABLE BREAKOUT CYLINDER RADOME STIFFENER LAMINATED WASHINGTON 4. HYBRID AND COAX CABLES NOT SHOWN FOR CLARITY,BUT DO REQUIRE EXTRA ROOM IN (TYP) II TO INTERIOR SQUARE MALL RADOME FOR ROUTES TO RRH/ANTENNA LOCATIONS. _iui_1 _ — SITE ADDRESS +—r-,.- 9585 SW WASHINGTON SO RD TIGARD,OR 97223 SHEET TITLE BASE PLATE CONNECTION RF TRANS. RADOME SHEET NO. //� SCALE:3/8"=1'-0"(11X17) 0' 1' 3' A 6.L� 2 RADOME NOTES 3 RADOME DETAIL - ELEVATION SCALE.3/4 1'-0"(22X34) % � . • . ' NOTE: NOTE: 20.4" PROPOSED RRU'S AND ALL MOUNTING HARDWARE TO BE PROPOSED RRU'S AND ALL MOUNTING HARDWARE TO BE • 1 l'. PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sprint • eri nt' 1 13.8" 9.0" )0, sr 1 Mil•le. :. SPECIFICATIONS(W/FILTER): SPECIFICATIONS: �>� �J DIMENSIONS 709 X 289 X 520 MM 1l DIMENSIONS 605 X 350 X 228 MM • -- • (27.9"X 11.4"X 20.4") 1111 (23.8"X 13.8"X 9.0") 41110P WEIGHT 52 LBS WEIGHT: 60 LBS TOP VIEW MOUNTING TABS 11.4" (TYP) 1301 EA1T U7CI Iff OIIhE IiQWD01L 8 TX 75082-4124 e • * >p e- -• GENERA M L CYNAICO • • i OPTIC PORT Wireless Services POWER OPTIC • I • ; 8 I�B�) ANTENNA PORT RET ( �P)1.7-8. —-1.4"N III _ -=___ __ ru,• __________4 SIDE VIEW FRONT VIEW Cascadia PM \ 11 ��m I�) . ° ° ° `--�'° '✓ L •Om I��• • 1C•f •• °O. ° � O 5501 NE 109TH COURT,SUITE A-2 -a VANCOUVER,WA 98682 � PH:360.885.9200 lJ�V �T�• �a'4'I • � ANT 0 ANT 1 ANT 2 ANT 3 N. SIDE VIEW SIDE VIEW _ 9 ('r — �� s :.:.:.: )*/ECTDR GROUND I,( 1S�j - tI \�I \ - n • \ ANT 0 \� \ � T• t 'I,MiiT7_ 4' I ANTI __. - . 4� ��dm ++ ` BOTTOM VIEW �Y.fJ� - fy '�h i'_N NM POWER PORT RET r 9• �8 VOLTS e 'ilk' BOTTOM VIEW // x CL W ~ 41725 1 800 MHz RRU (RRH-C2A) SCALE NTS(11X17) - 2 1900 MHz RRU (RRH-P4) SCALE NTS(11X17) S'Bj�NALO SCALE NTS(22X34) SCALE:NTS(22X34) 3/7/13 ■■ I CPM PROJECT NO.: 4530 I NOTE: PRELIMINARY FOR WALL MOUNTING PLEASE REFER TO MMBS INFORMATIONAL NO. DATE D/C DESCRIPTION SPECIFICATION-R11-14 MAY 2012 FOR GD.PPTX 2 08-16-12 MHIBU CLIENT COMMENT 3 09-15-12 MS/BU CLIENT COMMENT PER RRU TECHNOLOGY 4 01-14-13_KN/BU_CLIENT COMMENT 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)SAMSUNG RRU HARDWARE 0 03-07-13 KN/KN BP SUBMITTAL M8 X 25L HEX BOLT, MOUNTING BRACKET POLE MOUNTING BRACKET M8 SPRING WASHER, &HARDWARE k. PLANE WASHER dl1uIIb M8 PLANE WASHER l!, M12 SPRING WASHER RRH-C2A MOUNTING : + �_ '�_ - p M12 HEX.NUT , BRACKET TOP SLOT I SITE NUMBER p 0 1 P029XC053 I' IIIC..III (E)OR(N)312 O.D. CCI SITE#879570 I � MOUNTING PIPE(TYP) �` c3 - SITE NAME I ( WASHINGTON Opp '' Z w^ SQUARE MALL OOH; i((( rl�; I W w L SITE ADDRESS �� •�� I I� III(( ' I�: 11 g j 9585 SW WASHINGTON SQ RD ♦ ��((.�I��I� _ Tr w C �_ TIGARD,OR 97223 1,.111, 1,1111 i ��III'I� Ii �� 0-� C i i''I ° •—r.I c�. Za SHEET TITLE .i� W IN RRU DETAILS \ SIDE VIEW FRONT VIEW TOP VIEW 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) .0 3 800 MHZ RRU (RRH-C2A) - MOUNTING DETAIL SCALE NTS(22X34) 4 1900 MHZ RRU (RRH-P4) - MOUNTING DETAIL SCALE:NTS 22X34 ( ) ( ) • • 3"MIN 2'-0" 1_g•• 36"MAX 2'-2"MIN CLR. \` -\ - \ \ I ANCHOR SCHEDULE . . y BOLTDIA HOLEDIA "E"EMBEDMENT Sprint 3/8" 3/8" 2" 1/2" 1/2" 3" 'q 518" 5/8" 3 1/8" 1 / 314" 3/4" 3 3/4" 411151P I 1 EQUIPMENT CABINET 1701 EASY LCOlmlrt 0111E 9044908014.TX 760e2-4124 ■ 4 4, HILTI KWIK BOLT-TZ ' (E)OR(N)CONC.SLAB USE S.S.KB-TZ FOR GENERAL CYNANI ICS OUTDOOR APPLICATION vs/ire less Services MMAII BBU CABINET MMBS CABINET V Mr/M. • • Cascadia PM ail -i 5501 NE 109TH COURT.SUITE A-2 VANCOUVER.WA 98662 PH 360 885 9200 - " F-, I Rpe NOTES: w 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY OR z EQUIVALENT METHODS.NO REBAR OR TENDONS SHALL BE CUT.ALL EXPENSES RELATED TO VECTOR •''I� 1�� REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 4 2. SPECIAL INSPECTION IS REQUIRED FOR(HILTI KWIK BOLT-TZ PER ESR-1917)CONCRETE ■ n • I e ■ w • J EXPANSION ANCHORS AGAINST SEISMIC. — 0--'F. z 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. 0 T. /1LW, \ .. 1 4. VERIFY EQUIPMENT CABINET SPECIFICATIONS FOR MOUNTING HOLE LOCATIONS r-- 4 .- VI • ,4'r' \ T<. Z x • I 1 EQUIPMENT CABINETS — TYPICAL LAYOUT SCALE NTS(11X17) 2 CABINET ANCHORING DETAIL SCALE NTS(11X17) _ w „ r � SCALE NTS(22X34) SCALE NTS(22X34) O 41725_• mil\ 3/7/13 `�%NALV. TOP LIFTING LUG(TYP) •• MMBS CABINET WEIGHT 8 DIMENSIONS CPM PROJECT NO. 4530 WEIGHT ILBS) 553 W/O DU SHELF Y TOP PLAN VIEW 861 W/DU 6FELF E' I TOP PLAN VIEW DIMENSIONS 70 0. 818 X 29 %41(37.09W PRELIMINARY 1800X700X1018(820)MM _ I NO. DATE D/C DESCRIPTION -'t r 1, 2-8' - �' qt. 2 08-16-12 MH/BU CLIENT COMMENT k 2'�" L-1 2•-4' 3 09-15-12 MS/BU CLIENT COMMENT 3•• 1' _, �„ I t r .,.. L� .}' 4 01-14-13 KN/BU CLIENT COMMENT 2. 3.-4" \ BBU CABINET SPECIFICATIONS /— XX y - - �� -\ \ .sue SUBMITTAL TH. iliiiiil ITEM wE1GHTILBS) 2'-0.. I �• NO. DATE D!C DESCRIPTION • i I. z,:lllw., e 0 03-07-13 KN/KN BP SUBMITTAL ::::ate CAPACITY MAX.4 BATTERY STRINGS IliIII0I" COOLING AIR CONDITIDNER/COOLING it:i:,„„:' WITH FAN FOR EMERGENCY ®® °:. I"v"i!3 e!,.:,.aai: MODE(MCLEAN T20 HVAC) C• souNDLEVEL 654BACp 5FT(1.5m)8 SITE NUMBER "�" °�'FT P029XC053 SIZE AIR CFAN F R EME G ENCY •�WITH FAN FOR EMERGENCY CCI SITE#879570• MODE(MCLEAN T20 HVAC) .��• SITE NAME • 0_!.';'c' CABINET WEIGHT 370 LBS WASHINGTON• - PER BATTERY 529 LBS • SQUARE MALL . STRING WEIGM DIMENSIONS 70.BIN%2B.SINX40.1(37.0)N SITE ADDRESS - 1800X700X1018(820)1AM• •0000 BATTERY NARADA 190AH(12NDT190) 9585 TIGARDHOR 97223 Q RD 43 •� AGM TYPE(VRLA)oI \ - AC POWER 220 VAC,3.5 AMP(TYP), E . / \ I • 14.4 AMP STARTING \ REAR ELEVATION \ SIDE ELEVATION \ FRONT DC POWER 10 AMP MAX.64IODVC \ REAR ELEVATION f '•E ELEVATION FRONT ELEVATION SHEET TITLE HEX HEAD STOPPING PLUGS -SEE 4/E-1.1 FOR \ • ".� PORT LAYOUT DETAIL I OUTDOOR EQUIP. • 11" BOTTOM PLAN VIEW _ 111 BOTTOM PLAN VIEW DETAILS \ f� a SHEET NO I R SCALE NTS(11X17) BB HANICA ++ff SCALE NTS(11X17) A . 0 3 MMBS MECHANICAL SPECIFICATIONS SCALE NTS(22X34) 4 U MEC L SPECIFICATIONS SCALE NTS(22X34) y 1 o.-0" y •I MAX.BETWEEN POSTS 1 24"WIDEXIO'LONG GRIP-STRUT 1 COAX PER 21A-6.0,MOUNTED TO ICE Sprint ' \)„,,,, • _ *I• —' BRIDGE W/VALMONT OR APPROVED r EQUAL COAX BLOCKS;PART#CXB7BC r • �i7� OR#CXB158 Mill I" It---„,...............„...............„ _.,,,,____. 401' 1301 EAST LOOKOUT OWE ANGLE BRACKET TRAPEZE WCHARDB0K 7X 75002-4124 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 EQUAL;PART GENERAL DYNAMICS #IB24D-216A2 Wireless Services -- ...__,t.— z i 2 CC io W J / U U 3 1/T OD(TYP) Cascadia PM 31/2"OD(TYP) 5501 NE 109TH COURT SUITE 4-2 VANCOUVER WA 98662 PH 360.885.9200 (E)FINISHED COMPOUND GRADE VECTOR an • ine area vm �-• .y r a� ��3 y`• �p 4a y• u-• u r •a soya r4;•.. :w-:.-..- • \ =-, . v y � V�G��G i �VI , <�0`G4 ' ryA+ T ��°fir • O�G�i #,44*�*....._ ✓��9,�,✓/�O�O , ,A J�`• ,..f� iii �`� ` 12"0 X 3'-6 CONCRETE PIER FOOTING N $0 li.l. ,e .3'•—Er 11 12 0 X 3'-0"CONCRETE PIER FOOTING (TIP),DEPTH SHALL BE 3'-6 OR 6"BELOW FROST DEPTH,WHICHEVER IS GREATER Z 8 O (TYP),DEPTH SHALL BE 3'6'OR 6"BELOW FROST DEPTH,WHICHEVER IS GREATER e W r ' ICE BRIDGE ELEVATION SECTION A I qt.,. 41i2s�,ac 1 TYPICAL ICE-BRIDGE DETAILS SCALE NTS(11X17) 3��13 `sS1ONAL��° SCALE.NTS(22X34) • I CPM PROJECT NO 4530 PRELIMINARY VARIES NO 08-16-E12 MHD16U CLIENT COMMENT NOT TO EXCEED 8'-0" 3 09-15-12 MS/BU CLIENT COMMENT 4 01-14-13 KN/BU_CLIENT COMMENT A SUBMITTAL J I - I I NO. DATE D/C DESCRIPTION -\--k-- 0 03-07-13 KN/KN BP SUBMITTAL 3 1/2"O.D.PIPE(TYP) P1000 UNI-STRUT ATTACHED TO PIPE W/UNI-STRUT P1121 PIPE CLAMP W/SHH SCREW AND NUT;SPACE AS REQUIRED PER EQUIPMENT 8„ 8"X 8"X 1/2"PLATE SITE NUMBER -r— 1._ I 0 'I P029XC053 ,,, o, �� SUPPORT PIPE CCI SITE#879570 w • 31/2"0 ', SITE NAME in N METALIZED/GALVANIZED ■ WASHINGTON BM 0 w PIPE WITH CAP ,3/8 TYP. SQUARE MALL CC X 1 1/2" ' 1/2"0 HILTI-KIMK-BOLT-TZ SITE ADDRESS a w0 L_ SS EXPANSION ANCHOR 9585 SW WASHINGTON SQ RD 1- MIN 3"EMBED(TYP OF 4) TIGARD,OR 97223 1- 8"X 8"X 1/2"PLATE SECTION B 0 z r:_ • 7 ..-c.- 113 •.-=.- . s-" 1 -..z.. : SHEET TITLE 'c. • ._.-e1_ -.-.c•..-a -. 1._.-. -. • .-:fy�. 'r air eaa`.,..•.L y�1 _____ _ � ' ' ,��' 6,'% '",%/' ,. � ,' \/<• + ', CONSTRUCTION ---)4.-- 12"0 X 3-6"CONCRETE PIER —1-N77— I / DETAILS FOOTING(TYP):DEPTH SHALL BE • / 3-6"OR 6"BELOW FROST DEPTH, (E)CONC.SLAB WHICHEVER IS GREATER - SHEET NO SCALE NTS(11X17) A 9.0 2 TYPICAL H-FRAME DETAILS (AS REQ'D) 3 TYPICAL ICE-BRIDGE CONC. CONNECTION DETAIL SCALE NTS(22X34) . • (E)200A METER/DISCONNECT (E)200A GENERATOR RECEPTACLE )00 f /- Sprint 5 200A o TO(E)COMMERCIAL © e- — -UTILITY POWER • SOURCE "—I ) , (E)SERVICE GROUND �--"' ///�� (E)200A SPRINT PPC CABINET `----O (TRANSFER SWITCH/LOAD CENTER) , )200A \200A __ RICHARDSON.TX 73002-024 1301' (N)MMBS CABINET (N)BBU CABINET I_-_I GENERAL DYNAMICS 1 Wireless Services /\ /\ O 0-0 0 /\ /\ • o o—e 0 - 100A (3)#2AWG,(1)iBGND 0 0—o� /\ /-*". j IN 2"CONDUIT 0 0—Q 15A (3)#10 AWG,(1)#10 GND 0 Cascadia PM• • 0 --0 S I IN 2'CONDUIT (E)LOADS , E LOADS • (REFER TO PANEL SCHEDULE) 00-0 0 (REFER TO PANEL SCHEDULE) I I 5501 NE 109TH COURT,SUITE A-2 /\ /\ VANCOUVER.WA 98662 O 0-0 O PH:360.885.9200 /\ c- ' 0 0-0 0 /\ /\ - O 0-0 0 c- /\ • O 0-0 0 /\ /\ O 0-0 0 SCALE.NTS(11X17) 1 ONE-LINE DIAGRAM SCALE:NTS(22X34) I CALL BEFORE YOU DIG I GPM PROJECT NO 4530 I o � 811 PRELIMINARY I- t 2'.6"COORDINATE NO DATE D/C DESCRIPTION 0 U TRENCH WIDTH 2 08-16-12 MH/BU CLIENT COMMENT Er a W/#OF CONDUITS INISHED GRADE OR AC PAVING MATCF 1 PHASE E: VOLTAGE: 240V/120 WIRE: 3 rn SLOPE&THICKNESS OF EXISTING; WIRE 3 3 09-15-12 MS/BU CLIENT COMMENT S R. RESTORE SURFACE TO MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: TBD 4 01-14-13 KN/BU CLIENT COMMENT w MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: TBD•U e� ORIGINAL CONDITION ENCLOSURE TYPE: NEMA 3R N TO GROUND BOND: TBD �� '��, SUBMITTAL m iH il_�_n .[ pl ►- PANEL STATUS: EXISTING INTERNAL TVSS: TBD 70 J L � 1— =Mo.k 6"WIDE UTILITY WARNING N0. DATE D/C DESCRIPTION 0 0- / ��'�1-1 Hi _'+` TAPE(±12"BELOW GRADE) BREAKER BREAKER BREAKER BREAKER BREAKER BREAKER 0 03-07-13 KN/KN BP SUBMITTAL Z V:1(=,,,11#II III'rte', 4 UNDISTURBED SOIL CKT LOAD DESCRIPTION AMPS POLES STATUS STATUS POLES AMPS LOAD DESCRIPTION CKT -- /��'=11-11-11-11AIt -. COMPACTED BACKFILL TO 1 4812 CABINET 150 4 ON ON 1 30 TVS S 2 - O�•t1=11=1f=II=1L=7f. -i _ _ �\ .=1I=I=C fc MIN 95%MODIFIED MAX. 5 - _ _ ON ON ,- 10 FAN 6 SITE NUMBER \''.4i11=11=11•11. 'Q��. DENSITY PER ASTM D1557 4 �1 II I ...plo METHOD D 7 - - - ON ON 20 GFCI 8 P029XC053 „er=11'F;1t-1t =if=°ie BACKFILL(CLEAN 9 SAMSUNG MMBS CABINET 100 2 NEW ON -- 20 LIGHT 10 /,"11=11 J1 P •tl=> GRANULAR FILL SAND) 11 - - - NEW ON -- 20 SPARE 12 CCI SITE#879570 kr 11 11 11 11:11— 7>;. 13 SAMSUNG BBU CABINET 15 1 NEW l<! ON -- - BLANK 14 SITE NAME IN.6"BETWEEN CABLE/COAX ,� 'a '';Q H M &TELCO/FIBER CONDUIT 15 BLANK - - N/A WASHINGTON 11tk'14 V. , BELOW GRADE(VERIFY EXACT 17 BLANK - - N/A N/A -- BLANK 18 SQUARE MALL tooko��I�A.,b.. �'�I��4\;* SIZE&•#OF CONDUITS) 19 BLANK - - N/A N/A - -- BLANK 20 SITE ADDRESS *****4 s '��' 21 BLANK - - N/A N/A - -- BLANK 22 9585 SW WASHINGTON SO RD POWER CONDUIT TELCO/FIBER CONDUIT BELOW BELOW GRADE(VERIFY EXACT GRADE(VERIFY EXACT SIZE&• 23 BLANK - - N/A N/A - - BLANK 24 TIGARD,OR 97223 SIZE&•OF CONDUITS) OF CONDUITS) MIN. NOTES: TOTAL KVA 28.80 SHEET TITLE 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. 1 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 .O 2 TYPICAL TRENCH DETAIL SCALE:NTS(22X34) 3 TYPICAL POST INSTALL PANEL SCHEDULE SCALE:NTS(22X34) — 1 — 1 REAR VIEW SIDE VIEW - n A — V GPS SURGE ARRESTOR Sprint` )1' O 0 0 MMBS CABINET MMBS CABINET S66M BLOCK FOR UDA 0 IM MPIr O 1 0 1 1J01 EA4f U701001Jf WYE 2"LB HOUSING INTO i 75 -41� • MUDROOM L M- c. , I 2'LB HOUSING INTO • 0 2"HEAVY WALL T1 PROTECTOR MUDROOM SEE' MUDROOM COUPLING O O GENERAL CYNAMICS JJireless Services 2"HEAVY WALL COUPLING • 2"SEAL-TITE STRAIGHT 0 2"SEAL-TITE STRAIGHT 1.01 CONNECTOR CONNECTOR ROTEXINNERDUCT 0 �i 2"SEAL-TITE FLEXIBLE L SEAL;TESSCO PART# - O C• O o CONDUIT TO TELCO BOX (32MM/349959)& O O O O 4:404 (36MM/349384) 2"LIQUID TIGHT CONDUIT II �_�_�_ FOR HYBRID CABLES; 2"SEAL-TITE FLEXIBLE COMSEAL PART#8436 CONDUIT TO TELCO BOX / MAKER ROXTEC Cascadia PM � PARTRCOMSEAL 16'E MMBS PORT LAYOUT TABLE-SEE#4 THIS 5501 NE 109TH RO SUITE A-2 SHEET 1 o O O VA PHO 3608859200662 I j �� UDA OR BH CABLE ' 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 REQ'D 2"SCH.80 PVC CONDUIT SCALE. (11X17) SCALE:NTS(11X17) 1 HYBRID COAX & TELCO / FIBER SUPPORT DETAILS SCALE NTS(22X34) - 2 MUDROOM - SPECIFICATIONS SCALE:NTS(22X34)- REAR VIEW Ni LPM PROJECT NO. 4530 I PRELIMINARY O O NO DATE D/C DESCRIPTION • MMBS CABINET 2"SEAL TITE 90°CONDUIT 2 08-16-12 MH/BU CLIENT COMMENT• CONNECOR;PART#500007 IS 3 09-15-12 MS/BU CLIENT COMMENT OR APPROVED EQUAL I#j MMBS 4 01-14-13_KN/BU_CLIENT COMMENT / CABINET SUBMITTAL NO. DATE D/C DESCRIPTION _ 0 03-07-13 KN/KN BP SUBMITTAL D O 0 • MUDROOM SITE NUMBER SEAL-TITE CONNECTION P029XC053 a o TO CABINET 2"SEAL-TITE CCI SITE#879570 2"SEAL-TITE FLEXIBLE FLEXIBLE CONDUIT SITE NAME 1 r CONDUIT FROM STUB UP TO DETAIL A WASHINGTON o O UTILITY H-FRAME/EQUIP. /� (6'-0'MAX.) SQUARE MALL O 1O�„/( _ © SITE ADDRESS 2'HEAVY WALL COUPLING SEE MMBS 9585 SW WASHINGTON SQ RD CABINET PORT 2'SEAL-TITE STRAIGHT TIGARD,OR 97223 LAYOUT TABLE CONNECTOR MMBS PORT LAYOUT ' THIS DETAIL + 11 CONDUIT NO. USAGE SHEET TITLE (E)CONC.EQUIP.SLAB a 0 BATTERY • 1 AC/GROUND ELECTRICAL 2 RRUSECTOR1 DETAILS 3 RRU SECTOR 2 "—2"SCH.80 PVC TO STUB UP 4 RRU SECTOR 3 AT UTILITY-FRAME/EQUIP. SHEET NO 5 BATTERY SCALE NTS(11X17) SCALE:NTS(11X17) . 1 3 MMBS EQUIP. CABINET POWER -� Q CONNECTIONS 4 NOT NTS(22X34) OT USED SCALE:NTS(22X34) ' 0 o ANTENNA ANTENNA ANTENNA LEGEND SECTOR A SECTOR B SECTOR G (E)SPRINT (N)800/1900 MHz (E)SPRINT (N)800/1900 MHz (E)SPRINT (N)800/1900 MHz • EXOTHERMIC CONNECTION ANTENNA(TYP) SPRINT ANTENNA ANTENNA(TYP) SPRINT ANTENNA ANTENNA(TYP) SPRINT ANTENNA __ MECHANICAL CONNECTION print 1 ) 1 r e COMPRESSION CONNECTION I I , AGB ANTENNA GROUND BAR COAX r COAX COAX CGB COLLECTOR GROUND BAR JUMPER JUMPER JUMPER MGB MASTER GROUND BAR S'1 1.1 li �� LI L__ IF Q 800Mhz 8 T • 800Mhz& T • 800Mhz 8 11301 Mr Lookour mg •3130041011. 1S4 1900Mhz 1900Mhz ' 1000Mhz re x re cc re cc w ce GENERAL DYNAMICS LI i 1 3 z z 3 z z Wireless Services < 3 < — I., < U U u x 3 3 i u 3 3 i u 3 3 w W W w W W w W W C( � — 7 —I 1-- C( � – — _ I C(�+G - 1-- — --e 1- -, Cascadia PM I //f m j I < I E Q 5501 NE 109TH COURT,SUITE A-2 #10 AWG J =w I #10 AWG J j I #10 AWG j? VANCOUVER,WA 98662 ?2 =w =W PH 360.885.9200 NOTE: T I ? ? WIRES TO BE TRIMMED TO FIT AND UND I T— I ATTACHED TO GROUND BAR. DC/FIBER DC/FIBER - - �#2 AWG _ 1 L (gip AW,� _ ` _ _,(Ei#2 AWG — J 7 I r - I I I GROUNDING NOTES 1. NO WELDINGING OF ANY KIND ON CROWN CASTLE INTERNATIONAL(CCI) Lea TOWERS.IF SPRINT REQUIRES A NEW GROUND BAR INSTALLATION OR (E)UPPER TOWER GROUND BAR TO BE ATTACHED HOME RUN GROUND LEAD ON A CCI TOWER,CONTACT CCI FOR DIRECTLY TO TOWER WITH MECHANICAL APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION OF ANY CONNECTORS WITHOUT CHERRY ISOLATORS;NO DC!FIBER GROUNDING EQUIPMENT. HOMERUNS ALLOWED ON(E)OR(N)GROUND BARS 2. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. I CPM PROJECT NO.: 4530 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, 2+ 08-16-12 MH/BU CLIENT COMMENT TOOLS,ETC.)SHALL BE EXOTHERMIC WELDED AND INSTALLED PER 3 09-15-12 MS/BU CLIENT COMMENT MANUFACTURERS RECOMMENDATIONS AND PROCEDURES.GROUND 4 01-14-13 KN/BU CLIENT COMMENT (N)GPS ANTENNA (E)DEI CABINET (E)CABINET CONDUCTOR SHALL HAVE A MINIMUM 24'BENDING RADIUS. I 3. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SUBMITTAL (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 03-07-13 KWKN BP SUBMITTAL I I I (ALUMINUM). L - - — #6 AWG WI #10 AWG GROUNDS 4. ALL ELECTRICAL&MECHANICAL GROUND CONNECTIONS SHALL HAVE WEATHERPROOFING I ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. _ 8: SITE NUMBER II I 5. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT P029XC053 #2 AWG— MMES GND BAR -6=101 STANDARD PROCEDURES.GROUND GRID RESISTANCE SHALL NOT #2 AWG ) G #6 AWG COAX ( EXCEED 5-OHMS. CCI SITE#879570 GROUND KIT SITE NAME (E)LOWER TOWER 6. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT WASHINGTON GROUND BAR AS FOLLOW: SQUARE MALL A. ONE(1)COPY TO OWNER REPRESENTATIVE I I B. ONE(1)COPY TO ENGINEER SITE ADDRESS C. ONE(1)COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 9585 SW WASHINGTON SO RD I (N)MMBS BATTERY 7. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE#2 TIGARD,OR 97223 I I #2 AWG CABINET AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. �I (51 (5 (5I 8. ALL ANTENNA MOUNT GROUNDS SHALL BE#2 AWG STRANDED GREEN SHEET TITLE JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. < aI a ¢I w ALL 9. SOLID ASIRESFROMGROUNDBARSTOGROUNDSHALLBE#2AWG GROUNDING RISER I I I I #2 AWG D 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED.ALL GROUND DIAGRAM . \ I I III III WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. GROUND RING(TYP) 1 I –+– 1 1 SHEET NO. SCALE:NTS(11X17) E 3.0 1 GROUNDING RISER DIAGRAM I SCALE:NTS(22X34) r ;Jr (N)RRU'S(TYP) THIN WALL INDEX(SEE NOTES) 1 • NI 1 ; Sprint nt ___ �� P 11 l, , #6 AWG STRANDED #2 AWG STRANDED CU #6 AWG GREEN STRANDED CU x... (N)PANEL ANTENNA GROUNDING CONDUCTOR GROUNDING CONDUCTOR FROM ANTENNA CABLE • CU GROUNDING i _ RRU UNIT TO#2 AWG CONDUCTOR(TYP) ! ,,, =—_. GROUNDING CONDUCTOR 1 - Ii 1 xx nn�� NOTE: _-��• - 1�1 CONTRACTOR TO SURROUND COMPLETED CONNECTION W/WEATHER /A� PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. 1 110WO10K 1X 71002-4144 I WEATHERPROOFING KIT #6 AWG STRANDED GROUND LEAD TO -,,, (SEE NOTE 3) COPPER ED TO GROUND OUE (E) AGB I �.\ 4 (GROUNDED TO GROUND BAR)(SEE NOTE 1&2) GENERAL DYNAMICS �I F.` CABLE GROUND KIT Wireless Services 7 _�,-- _ (N)JUMPERS ATTACHED I CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE -�� TO APPROVED ATTACHMENTS PER TYPE GT TYPE W TYPE VN TYPE SS slI.,___,I1 #4/A-'i.0 NOTES: 4-"4,�"y; \.` =�— yl� 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT Cascadia PM I ire ` \ I GROUND WIRE DOWN TO GROUND BAR. I — , ` �� `r ; 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH 5501 NE 109TH COURT.SUITE A-2 III TWO-HOLE LUG. VANCOUVER,WA 98662 TYPE VB TYPE TA TYPE PT TYPE GY PH.360.885.9200 I 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING #2 AWG STRANDED CU GROUNDING It TAPE KIT,COLD SHRINK SHALL NOT BE USED. CONDUCTOR FROM • ®1.. } �� ANTENNA GROUND i e`` BAR(TYP) �— __ — V \ ti 0 `I�I� 1� ``. 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 1 CPM PROJECT NO: 4530 I THHN/THWN INSULATION I I PIPE(S)IF REQ'D HYBRID CABLE (SIZE AS SPECIFIED) GROUND LEAD PRELIMINARY (E)ANTENNA NO. DATE D/C DESCRIPTION GROUND BAR 1 I I 2 08-16-12 MH/BU CLIENT COMMENT 2"LIQUID TIGHT COUPLING (N)MMES CABINET 43 01-14-132 KN/BU_CLIENT CCOOMMMMEENTNT N^ o00 0 O 000 #88711 0 () 0 0 Q O 0 0 O 0 O S/S NUT 1f8"MIN. (N)BATTERY CABINET SUBMITTAL L8 HOUSING FOR ELECTRIC NO. DATE D/C DESCRIPTION O 0 0 0 0 0 0 0 0 KOPR SHIELD yy 1" IN HEAT SHRINK(CLEAR) CONDUIT 0 03-07-13 KN/KN BP SUBMITTAL O 0 0 0 O O O O O I CONNECT TO GROUND HT Iml i�l 2'LIQUID TIGHT CONDUIT BAR WITHIN CABINET CONTRACTOR TO VERIFY ANTENNA BUSS BAR 11]t 1E1 �� FOR HYBRID CABLES#8436 �, (TYP) GROUNDING TO THE TOWER GROUND BAR �ti111-1 LABEL SITE NUMBER �'W_IW/_21 �� 2"PORT W/ADAPTER P029XC053 �� 2'LIQUID TIGHT COUPLING GROUND LEADS TO EACH >1 #88711 1 al A I 2'LIQUID TIGHT COUPLING CCI SITE#879570 ANTENNA GROUND BAR '■1 1,1 #88711 ^ — ` TINNED COPPER .� cr SITE NAME GROUND BAR ■► � 2"RGS A/C CONDUIT WASHINGTON (E)GROUND BAR 2'RGS DC CONDUIT TO ''�'� SQUARE MALL (MOUNTED DIRECT ' I I I— — S/S LOCK WASHER "DO NOT DISCONNECT" PROPOSED MMES CABINET I'I I I( ' 11 TO TOWER) TAG ON ALL GROUNDING I I r SITE ADDRESS I S/S BOLT(1 OR 2) I - �S 2"RGS NC CONDUIT 9585 SW WASHINGTON SO RD /� BAR INTERCONNECTS �- 4. I• �, `, TIGARD,OR 97223 El0 ng 000 000 O , AND EQUALIZERS *T., Y1.. Y�T 1�� 2"LIQUID TIGHT#8435 (E)GROUND RING 0 O 0 000 ,g0 0 MGB 1.l NOTES: — _ _ (E)#2 GREEN(TYP) SHEET TITLE O 0 0 0 0 0 0 0 0 1.ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER.COAT ALL 0 0 0 0 0 0 0 0 0 SURFACES WITH KOPR-SHIELD BEFORE MATCHING. NOTE: GROUNDING r, -- -- 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 D ETA I LS 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 SHEET NO. EXOTHERMIC WELDS FOR LEAD TO BURIED GROUND RING.CONTRACTOR TO VERIFY BUSS BAR GROUNDING TO THE EQUIPMENT GROUNDING RING OR HALO AT BASE OF TOWER. -0 SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) E-4 4 TYPICAL GRND. CONNECTIONS SCALE:NTS(22X34) 5 TWO HOLE LUG CONNECTION SCALE:NTS(22X34) - 6 CABINET GROUND SCHEMATIC SCALE:NTS(22X34) p •• N GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES 23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS VVITH ONLY TYPEVVRITTEN 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 • 1 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. CONNECTING.EXPOSED COPPER SURFACES,INCLUDING GROUND BARS,SHALL BE TREATED-NO AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBSTITUTIONS. • PROCEEDING WITH CONSTRUCTION. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL S'`I I U f,(; CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS 26.RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMATC2-1990. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS TO THE COST THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT FIXTURES,ETC., CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD THAT ARE PART OF THE FINAL SYSTEM,SHALL BE VERIFIED BY THE CONTRACTOR,PRIOR TO THE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD.ALL CONDUIT BENDS SHALL 1301 WI 10011011/MK CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN SUBMITTAL OF HIS BID.FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE BE A MINIMUM OF 2 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED,SHALL MEET UL-6 FOR IgYr0001L 1X 711002-41011 PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK NO COMPENSATION WILL BE GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 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 THINK 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 99662 DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. LOCATIONS OF ALL EQUIPMENT,AND CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES OWNER OR OWNERS AGENT WILL APPLY FOR POWER. PH:360.665.9200 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AND LOCATIONS WHEN NEEDED. 31.TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR `, IDENTIFIED BY THE CONTRACT DOCUMENTS. 5. EXISTING SERVICES:CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN INDICATED ON DRAWINGS. VECTOR PERMISSION OF GDIT. 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2'DEPTH. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.CONTRACTOR IS -41L ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 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 TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK T. �Q� UNDER CONTRACT,UNLESS OTHERWISE NOTED. EQUIPMENT. AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC"OR"BURIED TELECOM". 1-- 4 .N , •i,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 N 3� r .1 1 BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL FURNISH AND INSTALL. 34.ALL BOLTS SHALL BE STAINLESS STEEL. � I V� WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. a b 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE 35.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL X 1 10.CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS 8 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 R - 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. WI WN 4172 1 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 (, A . 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 4 4/ONAL OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 120/208 VOLT OR 120/240 VOLT,SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 3/7/13 12.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 10.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY WITH THREADED HUBS IN 37.CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE I CPM PROJECT NO.'. 4530 I REGULATIONS TAKE PRECEDENCE. WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 13.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS, PRELIMINARY I 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 2 OB 16-12 MH/BU CLIENT COMMENT 14.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR ORDER. COMPANY. 3 09-15-12 MS/BU CLIENT COMMENT PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY 4 '01-14-13 KN/BU CLIENT COMMENT 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 N0. DATE D/C DESCRIPTION EQUIPMENT. 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 03-07-13 KN/KN BP SUBMITTAL 15.REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH WORKMANLIKE MANNER.THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND AND BLEND IN WITH ADJACENT SURFACES. REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 16.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE 41.ALL TELCO CONDUIT LINES SHALL BE 4"SCH.40 PVC CONDUIT UNLESS OTHERWISE INDICATED.THE SITE NUMBER MATERIALS. PROGRESS OF CONSTRUCTION. TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO OUTSIDE DEMARCATION OR 2-FEET 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 CA OFF AND PROVIDE MARKERSTAKE PAN WI TED BRIGHT T P029XC053 ORANGE WITH DESIGNATION FOR R TELCO EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. OF NOT LESS THAN TWO YEAR FROM DATE OF CUSTOMER'S ACCEPTANCE. SERVICE. CCI SITE#879570 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 WASHINGTON 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 CANT BE SQUARE MALL INSTALLATION,WHICH MAY HAVE BEEN DAMAGED THEREIN. INSTALLED INITIALLY,PROVIDE NYLON PULL CORD IN CONDUITS. 18.MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE SITE ADDRESS MANUFACTURERS RECOMMENDATIONS. 17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST 43.THE SPRINT CABINET,INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL,SHALL BE PROVIDED BY 9585 SW WASHINGTON SQ RD PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. OWNER AND INSTALLED BY THE CONTRACTOR.CONTRACTOR IS TO INSTALL BREAKER(S)NOT TIGARD,OR 97223 19.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH PROVIDED BY MANUFACTURER.SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER THE EXECUTION OF THE WORK.SHALL BE REMOVED AND/OR CAPPED.PLUGGED OR OTHERWISE 18.PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND DEVICES REQUIREMENTS. DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT FOR ALL OUTLETS AS INDICATED. TO THE APPROVAL OF THE ENGINEER. 44.LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL SHEET TITLE 20.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION 19.DITCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT CONTRACTOR.• CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION.REFER TO NOTES AND GENERAL JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND REQUIREMENTS,EXCAVATION,AND BACKFILLING. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.ANY COORDINATED WITH LOCAL REGULATORY AUTHORITIES. QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS NOTES 20.MATERIALS,PRODUCTS AND EQUIPMENT.INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND FUNCTIONS.THE SCOPE OF WORK,OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE 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 IATE FROM IS M COMPLETE. INGS PRIOR 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 (v- 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. , .• . ELECTR� I �ICA a NOTES CONT. ANTENNA &HYBRID� HYBRID C�ABLEMNOTES CODING AND ALL ENVIRONMENTAL DNOTES CONT. SEDIMENT/SILT CONTROL FENCING APPURTENANCES WITH GDIT. AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. • ), WITH 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE TH NEC TABLE 346-10.NO RIGHT S ri nt . 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 p 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 • 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. BUSHINGS. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S (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 S 1 I.I S U (J (j SHAW WIRE SHALL B CONCENTRIC E THVV ES)SOLID. DEGREE C.(167 DEGREES TO SIZE 1/10 AWG AND 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 f�U701150 �� 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 ALLY 700�l�144 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 8.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 MANUFACTURERS 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. 5501 NE 109TH COURT,SUITE A-2 EQUIPMENT ST NTI L COMPLETION.AND CHANGES WHILE COMPLETING THIS CONTRACT.SUBMIT AT SITE SUPPLIED WORK NOTES QUALITY AP OSIZES STONE FREE CA ANY DETRIMENTAL OF QUANTITY,OF SOFT,SOUND,DURABLE, THIN,ELONGATED OR VANCOWER.WA 98662 SUBSTANTIAL COMPLETION. 10.RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN,HARD,SOUND,DURABLE,UNIFORM IN ( PH 360.885.920E 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. snail 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) 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. 0.T uI4r ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO V�w p 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, 'STD•' NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL.SLEEVES SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN N 4T 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 WATER.DEWATERING FOR EXCESS GROUND g fiVA 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 x 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 p- b BE UL APPROVED FOR THIS PURPOSE. OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. X i DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF , • CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED LJJ ••'I 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF � � 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT(NEW AND EXISTING)SHALL BE FIELD VERIFIED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE Y 4172 WITH THE OWNER'S LL Q ENHALL REPRESENTATIVE AND EQUIPMENT N SUPPLIER PRIOR G ROUGH-IN THE NE LATE CONDUIT EXISTING UTILITIES. UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH O $�'�l�-O AND WIRE.ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT(THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH • INFORMA110N AS SH AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM SNARL BE IMMEDIATELY REPORTED TO THE ARCHITEC DOUBTS /ENG NEEROFOR RESOLUTION AND INTERPRETATION OF PLANS TO STABILIZE THE BOTTOM O TYPE F THE EXCAVATION.ANY TONE SUB BASE MATERIAL, MAY SED,SHALL 3/7/13 �$f0N- DESIGN AS SHOWN ON THESE DRAWINGS). INSTRUCTION,AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. W 64. LOCATION OF 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 4530 CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO 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 LAYERS. 2 08-16-12 MH/BU CLIENT COMMENT CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 3 09-15-12 MS/BU CLIENT COMMENT 1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH,DIAMETER,ROUTING,COLOR CODING AND ALL 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS 4 _01-14-13 KN/BU CLIENT COMMENT 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-0.0.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 03-07-13 KN/KN 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, PROCTOR DRY DENSITY. WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL A. MIDDLE NEAR ANTENNA T TOWER RA(HIE-REIGN ELEVATION. ANTENNA),IF CABLE RUN IS OVER 200', DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 SITE NUMBER C. BOTTOM OF TOWER, 11 APPROVED CLEAN IN BUILDING COMPACTED TO 95%OF STANDARD PROCTOR DENSITY.ACHIEVED BY FILLING WITH SINCHES ABOVE FINAL PECIFIED ELEVATIONSNWHERE EQUIRED.TIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH P 029XC 053 D. AT MASTER GROUND BAR 3'-0"FROM MMBS-BBU CABINET 12.ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE CCI SITE#879570 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 $ffE NAME 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT WASHINGTON SPECIFICATIONS. 13.ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS SQUARE MALL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL GREATER.ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR ENGINEER. SITE ADDRESS 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1 AND AS FOLLOWS: GRAVEL AS SPECIFIED.I.E.FOOT TYPE No.57 FOR FENCED COMPOUND,FOOT TYPE No.67 FOR 14.CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, ACCESS DRIVE AREA. 9585 SW WASHINGTON SO 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 TIGARD.OR 97223 B. FREQUENCY COLOR BANDS SHALL BE 2"WIDE WITH NO SPACE BETWEEN COLORS. CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS.WET AND C. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM D. START COLOR BANDS 2"BEYOND 1"WIDE 1"WEATHERPROOFING. 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 SELECTOR COLOR NEON TO END CONNECTORS. PROTECTED BY THE GENERAL CONTRACTOR. 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. SHEET TITLE 16.ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY 10.WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED GENERAL 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY GD RF ENGINEER.SEE ANTENNA COMPANY,TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER FOR THE FILL MATERIAL.SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE, NOTES • 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 - PRIOR TO PLACEMENT OF FILLS. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. ENVIRONMENTAL NOTES , 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 COISTIN FINNAN SURFACING UNFAVORABLE AMOUNTS EXCAVATED STEP ANICEMATTER OR OTHER DELETERIOUS TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. OF ERO LION AND EDI SEDIMENTATION CONTROLS AND WA ERWAYS AND SHALL BE MAINTAINED IN PLACE OF THROUGH MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING G N-2 FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE. MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. • I• • • FNDNsEXCAVATIONEAND BACKFILL NOTES CONT.WAr1oN3 STRUCTURAL CONCRETE ENOTES WEATHERPROOFING NOTES CONT. 13.GRAVEL I 318-08 AND THE SPECIFICATION FOR BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS CAST-IN-PLACE CONCRETE. STEP 8:WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE Sprint' I SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH.THIS TOP LAYER MUST BE WRAPPED • COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL SHALL NOT BE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc' 3,000 PSI AT 28 DAYS UNLESS USING A SHINGLED EFFECT.THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE ' USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. NOTED OTHERWISE. UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THIS TOP LAYER OF ELECTRICAL 14.PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615.GRADE 60.DEFORMED UNLESS NOTED TAPE MUST EXTEND TWO INCHES(THE TAPE WIDTH)PAST THE COLD SHRINK TUBE ONTO • OPERATE.. OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 VVELDED STEEL WIRE FABRIC THE UNDERLYING CABLE.TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS UNLESS NOTED OTHERWISE.SPLICES CLASS"B"AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED ARE PRESENT.TAPE SHALL BE CUT WITH A SHARP KNIFE. S I\ I.1 S U I j G 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 MT L001101R DIME THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 3INCHES WIDE. 10pW0O011.113 78052-4121. SHOWN OTHERWISE ON DRAWINGS: 16.ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS 2. REQUIRED TOOLS:KNIFE OR SCISSORS. 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 CONCRETE EXPOSED TO EARTH OR WEATHER: Wireless Services BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 112 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 i 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 CdSCdClld 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 OU COURT,WA,SUITE A-2 PIPE SECTIONS:ASTM A53 E,35 KSI UNDERLYING CABLE.ON CONNECTORS.WHEN WEATHERPROOFING FROM THE MAIN LINE TO VANCOWE8 96662 PH:360.885.5.9200 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8"LARGER IN DIAMETER THAN THE THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.LOCATE AND AVOID CUTTING EXISTING REBAR STEP 3 WRAP CONNECTOR/GROUND KR WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 VECTOR A CONCRETE ON SLABS. IN ELEVATED HOLES CC HOS AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE WHEN DRILLING INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL BE TOUCHED UP. WRAPPED USING A SHINGLED EFFECT.THE TOP LAYER SHALL BE WRAPPED SO THAT THE 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC& MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 516"0 ASTM A 307 BOLTS UNLESS WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS T.A14. NOTED OTHERWISE. OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL T- WEATHERPROOFING NOTES RUBBER TAPE ONTO THE UNDERLYING CABLE. N Ale a 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. 3 e trill �� 1 ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE T-CONCRETE MASONRY NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE a 3.6 O� WEATHERPROOFING CONNECTORS AND GROUND KITS: SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. X i A. ALL CONNECTORS'AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER D. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: 11J y'I - 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). MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS 1. REQUIRED MATERIAL:SELF-AMALGAMATING TAPE-1.5 INCHES WIDE AND BLACK ELECTRICAL 41725 4ff 1 1%1 0:2111 • 2. MORTAR SHALL BE TYPE"S"(MINIMUM 1.800 PSI AT 28 DAYS). (WHICHEVER IS GREATER).IF NO DIRECTION IS PROVIDED,WEATHERPROOFING MUST BE DONE TAPE-2 INCHES WIDE. PER THE FOLLOWING INSTRUCTIONS. 2. REQUIRED TOOLS:KNIFE OR SCISSORS. 3/7/13 %NAL 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 - SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING TO REMOVE ALL GREASE AND DIRT. I CPM PROJECT NO 4530 I 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING EACH ROW BY APPROXIMATELY W AND EXTENDING PAST THE CONNECTION BY TWO INCHES STEP 2 START WRAPPING SELF AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. AS DISCUSSED BELOW,OR 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 DIG DESCRIPTION ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW,OR 2 08-16-12 MH/BU CLIENT COMMENT 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, 3 09-15-12 MS/BU CLIENT COMMENT BE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT. 1.5 INCH W WITH WIDE SELF-AMALGAMATING TAPE COVERED TH TWO LAYERS OF ELECTRICAL MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO 4 01-14-13 KN/BU_CLIENT COMMENT TAPE AS DISCUSSED BELOW. ITSELF. 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT'UNITS. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF SUBMITTAL B. COLD SHRINK INSTALLATION PROCEDURE: OVERLAP(0.75 INCH WIDE)LAYERS. - 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN N0. DATE D/C DESCRIPTION EXCESS OF 4'-0"OF HEIGHT. 1. REQUIRED MATERIAL: COLD SHRINK TUBE,SPACERS AS NEEDED.BLACK ELECTRICAL TAPE-2 STEP 5:WRAP OVER AND PAST THE CONNECTOIGROUND KIT AT LEAST 2 INCHES. 0 03-07-13'KN/KN BP SUBMITTAL INCHES WIDE 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 ' FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE 10.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGAMATING TAPE TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL USING THUMB PRESSURE. SITE NUMBER 11.REINFORCING BARS-SEE NOTES UNDER"STRUCTURAL CONCRETE NOTES"FOR REQUIREMENTS. Co D SHRINK.INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE STEP 7:TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN P029XC053 12.PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND MASONRY ALTERNATING DIRECTIONS.THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN CCI SITE#879570 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. WASHINGTON STEP 8:WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST SQUARE MALL 14.ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN THE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER ALSO BE WRAPPED USING A SHINGLED EFFECT.THE LAYERS SHALL BE WRAPPED SO THAT SITE ADDRESS 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 9585 SW WASHINGTON SQ RD 15.CELLS SHALL BE IN VERTICAL 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 TIGARD,OR 97223 CONTAINING REINFORCING STEEL. CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE 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 MA ERIA WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST,LUMPS, BE REMOVED YOUR FREE UNWINDING IN A COUNTERCLOCKWISE DIRECTIONBWHIILLELIGHTLY OPUL PULLING GENERAL - THE ATTACHED CORD AWAY FROM THE TUBE. NOTES 18.BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. 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. a .. • DRt.WING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF LINEAR FEET \` AGL ABOVE GRADE LEVEL MAX MAXIMUM • 1 AWG AMERICAN WIRE GAUGE MECH MECHANICAL Sprint • AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER C r APPROX APPROXIMATELY MIN MINIMUM `"11 I II`,U 1 r�J V AZ AZIMUTH MISC MISCELLANEOUS i>Al EMT=sour ORMi RIdMIp011L 11X 75004-4144 BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) GENERAL DYNAMIC-- CAB CABINET MW MICROWAVE Wireless Services CL CENTERLINE NEC NATIONAL ELECTRICAL CODE I CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPLICABLE Cascadia PM CONC CONCRETE OC ON CENTER VANCOUVER.WA 98662 PH.360.885.9200 COND CONDUIT OD OUTSIDE DIAMETER CONST CONSTRUCTION OP OVERHEAD POWER VECTOR CONT CONTINUOUS OT OVERHEAD FIBER n CPM CASCADIA PM OPP OPPOSITE ,it. .. ts� D/C DRAFTER/CHECKER PL PROPERTY LINE y 'T. ry0 �rl, DEMO DEMOLISH PLYWD PLYWOOD 4`��f'^ ��Y h�17 ' � DIA DIAMETER PM PROJECT MANAGER d q "- DIM DIMENSION PROJ PROJECT X p; E LLI R7 DN DOWN PROP PROPERTY U.?` �'Q • 41725 ♦� DTL DETAIL PT PRESSURE TREATED % L. © ` • DWG DRAWING RO ROUGH OPENING 3/7/13 S`iONALE� i i EA EACH ROW RIGHT OF WAY CPM PROJECT NO.: 4530 ELECT ELECTRICAL RRU REMOTE RADIO UNIT PRELIMINARY ELEV ELEVATION REQ REQUIRED NO. DATE D/C DESCRIPTION 2 08-16-12 MH/BU CLIENT COMMENT EQ EQUAL SBTC SOLID BARE TINNED COPPER 3 09-15-12 MS/BU CLIENT COMMENT 4 01-14-13 KN/BU CLIENT COMMENT EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR SHT SHEET SUBMITTAL NO. DATE D/C DESCRIPTION FIN FINISH SPEC SPECIFICATION 0 03-07-13 KN/KN BP SUBMITTAL FLR FLOOR SQ SQUARE FT FOOT,FEET SS STAINLESS STEEL SITE NUMBER GA GAUGE STL STEEL GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL P029XC053 CCI SITE#879570 GC GENERAL CONTRACTOR TOC TOP OF CONCRETE SITE NAME GB GYPSUM WALL BOARD TOM TOP OF MASONRY WASHINGTON W SQUARE MALL GR GRADE THRU THROUGH SITE ADDRESS GRND GROUND TNND TINNED 9585 SW WASHINGTON SQ RD TIGARD.OR 97223 HVAC HEATING.VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE HT HEIGHT UNO UNLESS NOTED OTHERWISE IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER GENERAL ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES • IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL SHEET NO. INT INTERIOR WP WATERPROOF JBOX JUNCTION BOX W/ WITH G N 4 LB(S) POUND(S) W/O WITHOUT