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Plans . \\,_ Sprint o P 003XC0 47 CCI # 879526) RECEIVE D Sprint M CONSTRUCTION DRAWI NGS2O14 41013° CITY OF TIGARD 1JD1 ENT LOKOUT COM B1fiLniNC nn'h1DN ......0"°k T.75062-024 PROJECT DATA PROJECT CONTACTS DRAWING INDEX �i��WE SITE ADDRESS: 8777 SW BURNHAM GOVERNING CODES PROJECT MANAGER SHEET I DESCRIPTION TIGARD,OR 97223 SPRINT SPECTRUM LLC. IBC-2009.INTERNATIONAL BUILDING CODE WI LOCAL AMENDMENTS 8880 NIMBUS DRIVE,SUITE B T-1.0 TITLE SHEET LATITUDE: 45°2542.11"N BEAVERTON,OR 97004 A-1.0 EXISTING OVERALL SITE PLAN LONGITUDE: 122°46'5.23"W NEC-2008,NATIONAL ELECTRICAL CODE JODI JONES SOURCE: CCI APPLICATION PH:503.704.8741 A-2.0 EXISTING ENLARGED SITE PLAN Cascadia PM DATUM NAD 83 0.DA COMPLIANCE A-3.0 ENLARGED ANTENNA LAYOUTS INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. CONSTRUCTION MANAGER 5501 NE 109TH COURT,SUITE A-2 JURISDICTION CITY OF TIGARD HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. SPRINT SPECTRUM LLC. A-4.0 (E)ELEVATIONS VANCOUVER,WA 98662 APN(MAIN): 2S102AD03450 8880 NIMBUS DRIVE,SUITE B A-5.0 (N)ELEVATIONS PH 360.885.9200 APN(WIRELESS SITE). 2S102AD03401 BEAVERTON,OR 97004 JEFF DUNHAM A-6.0 ANTENNA&ROUTING DETAILS ZONING CLASSIFICATION: MUC-CBD PH:503.807.8020 q-6.1 HYBRID CABLE DETAILS J!1<-�i�i 71 GROUND ELEVATION: 100'AMSL TOP OF(E)MONOPOLE, 100'AGL PROPERTY OWNER A-7.0 RRH DETAILS r7 T-�^ CITY OF TIGARD AND TIGARD WATER DISTRICT OCCUPANCY GROUP: U 13125 SW HALL BLVD E-1.0 ANTENNA GROUNDING PLAN CONSTRUCTION TYPE: II-B TIGARD.OR 97223 E-2.0 GROUNDING RISER DIAGRAM �5 �NC'�NE �'', el TOWER OWNER E-3.0 GROUNDING DETAILS M Q�� 7. ]p v O� v ■ CROWN CASTLE USA GN-1 GENERAL NOTES 8432 154TH AVE.NE GN-2 GENERAL NOTES PROJECT SUMMARY DRIVING DIRECTIONS BUILDING C Q REDMOND.WA 98052 GN-3 GENERAL NOTES LJJ ii 11 ' \iQN • TOM GOODE GN-4 GENERAL NOTES w_ • THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM PORTLAND INTERNATIONAL AIRPORT. PH:425.202.0191 • "� 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS 1. HEAD SOUTHWEST ON NE AIRPORT WAY (0.4 MI) ZONING&PERMITTING CONSULTANT CITY OF TIGARD ' Off,qy 18+este FACILITY. 2. KEEP RIGHT AT THE FORK(0.1 MI) CROWN CASTLE USA 3-4-14 FA A ONE 3. SLIGHT RIGHT TO STAY ON NE AIRPORT WAY(0.1 MI) 8432 154 AVE.NE REVIEWED FOR CODE COMPLIANCE - 2. PROPOSED INSTALLATION OF THREE(3)PANEL ANTENNAS AND THREE(3) BUILDINGC CPM PROJECT NO. 7211 4. KEEP LEFT AT THE FORK(1.6 MI) RRH'S WITH ANCILLARY EQUIPMENT AND CABLING. REDMOND.WA 98052 5. TAKE THE INTERSTATE 205 S RAMP TO INTERSTATE84/PORTLAND/SALEM(0.5 MI) SANDRA WALDEN Approved: PRELIMINARY 6. MERGE ONTO 1-205 S(2.6 MI) PH:503.709.0820 7. TAKE EXIT 21B TO MERGE ONTO 1-84 W/U.S.30 W TOWARD PORTLAND(5.4 MI) oT�� [ NO DATE D/C DESCRIPTION 8. TAKE THE EXIT ON THE LEFT ONTO I-5 S TOWARD BEAVERTON/SALEM(1.6 MI) STRUCTURAL ENGINEER �y 0 01-09-14 CL/CB 90%CD REVIEW 9. SLIGHT RIGHT TO STAY ON 1-5 S(6.3 MI) VECTOR STRUCTURAL ENGINEERS I�(`rflllt #i r)1 1 P.�20( - 5 10.TAKE EXIT 294 TOWARD OR-99W/TIGARD/NEWBERG(0.3 MI) 9138 S STATE ST.,SUITE 101 �� 11.MERGE ONTO OR-99W S/SW BARBUR BLVD SANDY,UT 84070 Address: '7 CONTACT:ROGER T.ALWORTH.S.E. SUBMITTAL 12.CONTINUE TO FOLLOW OR-99W S(1.3 MI) PH:801.990.1775 Slate #. NO. DATE D/C DESCRIPTION 13.TURN LEFT ONTO SW HALL BLVD(0.6 MI) _G 02-18-14 CUBU BP SUBMITTAL DESTINATION RIGHT ONTO SW BURNHAM RIGHT(459 TB RF ENGINEER Data l� DESTINATION WILL BE ON THE RIGHT(459 FT) TBD BY' A Y ESTIMATED TIME 31 MINUTES I ESTIMATED DISTANCE: 20.8 MILES Approved plans SITE NUMBER shall be on job site. P003XC047 PROJECT VICINITY MAP CCI SITE#879526 SITE NAME VIssolard LA, -• '4 12 ~- OFFICE COPY TIGARD rot aSITE ADDRESS ' TIGARD.OR 97223 „qr.., 44, 6)4, r APPROVAL LIST \ 1 `� SHEET TITLE 1 �4'- �/ �'_1B TITLE SIGNATURE DATE ih, I `�` ,,/, . ...., ;i 2`171,. PROPERTY OWNER TITLE• •,;,r,`,, ~�,1. SPRINT REPRESENTATIVE SHEET• fff ` '� PROJECT MANAGER • r � ��. Rc� 1sL0• `i PROJECT LOCATION N 1 SITE ACQUISITION r� t r' TN MN ZONING SHEET NO. % 7\ r-��, 'tr G $w W E CONST.MANAGER T- 1 . 0 • •,` FMIIIBf� RF ENGINEER Vi • .,.f;h1•. S AAV MANAGER r DRAWING LEGEND \` \ \ \ �— SUBJECT PROPERTY LINE • • Sprint ? \ -,� ---- - - -- ADJACENT PROPERTY LINE o� MUC CBD \ LEASE AREA 1 0 SPRINT PROJECT AREA \ COAX (E)COAX ROUTE (I' `• ' .3 / .\\ SEE SHEET A-2.0 \ HYBRID (E)HYBRID CABLE ROUTE i • > I T TELCO ROUTE ' ,�,�. ` % \ \ T/P TELCO/POWER ROUTE S I I I.'I S U I J(, : `' V A�1 j P POWER ROUTE i, / / \ \ I \ ( " : F FIBER ROUTE > WI UiAOYf AIR ^0 / \\\ ,t x —\ ELEVATN MKER CANOER '�\\ SHELTER \\ \ `\ A V� \ MUC-CBD \ ` I \\\ APN(WIRELESS SITE) ! © SECTION MARKER \ 2S102AD034o1 \ \ \ I �� Cascadia PM N\ \ AREA.0.21 ARCES \ '� I _ \ I 5501 VANCOUVER,WA 98662E A-2 \ 1 i 6. \ \ I COMMON ABBREVIATIONS PH 360.885.9200 \ yA (E) EXISTING \ \ \` r5, (E)TRAIN TRACKS \ (P) PROPOSED \ `\\ \ \ (TYP) \ \ ! (N) NEW J!� \ \ \ � / \ (TYP) TYPICAL � �r \\` fC•'.! APN(MAIN PARCEL): i �� w \� `�� 2s,o2ADOS4so \ \�j\ �g NGINFF d+/, \\\, \ \ \\\ �!' ZON NG�MUC-CBD \. \ I M �� OZ \ / - \ Q' 7 18 - $I / 1 • I SITE PLAN DERIVED FROM;EXISTING DRAWINGS.GIS,AERIAL \\ ` \ I ` IMAGES AND SITE PHOTOS. a c \, \ // v I \ w OON / 19 2 / \ INGRESSlEGRESSFROM \ O `\ \ ` SW BURNHAM ST 1 • 3-4-14 R ALW \ •\ \I I CPM PROJECT NO.. 7211 I ADJACENT ZONING . 1 • \ PRELIMINARY MUC-CBD • \ \ / ♦ \ ' \ N J I �` . N0. 1 DATE L/C DESCRIPTION CD REVIEW\ 0 01-09-14 CUCB 90%CD REE • (E)ASPHALET \ `\ PARKING AREA 1 I ( \ \ I (E)FENCE(TYP) 1 \ ♦ . SUBMITTAL \ ♦ • I `` NO DATE D/C DESCRIPTION \ 0 02-18-14 CUBU BP SUBMITTAL (E)SUBJECT \ • ,' I i I i ? . \ _ - PROPERTY LINE (TYP) . \ ',�,,�} II ! ` SITE NUMBER d}y Viz i PO03XC047 (E)ADJACENT • I \ \ CCI SITE#879526 PROPERTY LINE (TYP) ` � (E)BUILDING ® Mr I \ \ \ SITE NAME (TYP) \ TIGARD (E)SIDEWALK(TYP) \ ♦ ® m i s, ` \ I \ \ SITE ADDRESS / ` \ ( I �. 8777 SW BURNHAM / \ 0 p� p I BEM ZONNIG \ TIGARD,OR 97223 I �tl I I MUC CBD \ L(E)GRASS i I f 1 \ \ ilsk\ SHEET TITLE \ ?' I \ (E) OVERALL NI 1 (E)TREE(TYP) \ SITE PLAN TN MN I \� \ 0.. ) � � a�l'f W E N \ ` \ SHEET NO. \ I. A_ 'O SCALE:1"=80'-0"(11X17) 0' 40' 80' 160' 1 EXISTING OVERALL SITE PLAN I SCALE:1"=40'-0"(22X34) •S r o Sprint • 39.-4" ( • COMPOUND AREA) 10'-0" - 5'-8" 11'x" o 10'-2" 41081P W01 UST LOOKOUT OWE 10241401011.TX 70012-4124 ., - - - - - ♦ - -+ - (E)SPRINT MMBS CABINET C 0,YYr l�l I (E)SPRINT BBU CABINET t t C,1 °i —(E)SPRINT ANTENNAS& RRH'S(TYP) (E)200A PPC CABINET ON 4-0"H-FRAME ' (E)24"WIDE SPRINT Cascadia PM •�••• ICE BRIDGE(TYP) 6- a N. •:.:.., , 5501 VANCOUVER,NE 109TH E WA 86 2 A-2 i��i�i �I• PH 360885.9200 0662 I :,:�:�4 f (E)100'-0"MONOPOLE;OTHER o ••••■ 4,.....„\\, N in ��:�� `�' CARRIER ANTENNAS NOT • ��_:.►�i-i-i +�i SHOWN FOR CLARITY J!�� • -i:i4i Lo • .�.ti�►r.;.;.• - N i ��C.,, lk, • 1 I . , 7l8 .,.:::::. CL n' w w . 4' 7 GON r (E)SPRINT GPS MOUNTED 4i%.•• / w fret() �S� TO(E)MMBS CABINET ¢ B'-0" ••0,:•." < cc `_ w ( ONC.PAD/LEASE AREA) �� i%%• L : i O I CPM PROJECT NO 7211 0 0 0 .4;""*., (4 O PF:ELJMINARY o a •,••:1t (E)SPRINT UTILITY H-FRAME W/100A O. DATE D/C DESCRIPTION I Li •.:*��.�' Q AC PANEL,100A GENERATOR 0 01-09-14 CUCB 90%CD REVIEW 0 •�A111..** IVM_ DISCONNECT&100A MAIN DISCONNECT U �:��* (E)SPRINT FIBER CABINET • %i� N (E)SPRINT 200A METER 8U �� ,��.�� , BASE W/DISCONNECT NO. DATE D/C DESCRIPTION �.�.�.� 0 02-18-14 CUBU BP SUBMITTAL • { (E)TELCO BOX SITE NUMBER j 1 (E)METER BOARD P003XC047 (E)AT&T EQUIPMENT (OTHER CARRIER) SHELTER {I CCI SITE#879526 \\\ SITE NAME H ,..J.,.; TIGARD j SITE ADDRESS 4 V 8777 SW BURNHAM TIGARD,OR 97223 7223 1 SHEET TITLE ._ - - - - _ t (E) ENLARGED SITE PLAN -4 1. © 1'Z N SHEET NO. Nar F SCALE:1/6"=1'-0"(11X17) 0' 4' a 16' A 2 .0 1 EXISTING ENLARGED SITE PLAN SCALE1/4"=1'-0"(22X34) I.• roe (E)SPRINT 800MHZ/1900MHZ DUAL ��0 O 1 G POLE ANTENNA,TYPICAL OF(1) '9 9 G )10 PER SECTOR , `% ��J (E)SPRINT ANTENNAS 8 RRH'S(TYP) �iy��c `,, P�Q �° • �l0 � , Sprint (E)SPRINT RRH'S MOUNTED NEAR � -�.,\ P5 ANTENNA;(1)800MHZ 8(1)1900MHZ • i-% Q'T PER SECTOR(TYP) / PrJ R cqM cqM \ 11rO1Alp EM LOOK=Mt 6 75C -412 �i�G-6,,c),„SF 41i 4,9 SFC y,, >Q �oS �oSR V CROWN .140,Fylq ,�i% JN( q FNNq I ri. JNc l.._ 1 ` 1 L. L. ("1'6'41.'04,o T ��NN MST MNr tql ��NN P� Pa Cascadia PM A____ l 1 5501 NE 708TH COURT.SUITE A-2 Ml .b- VA PH 360.88 920 98662 • M (E)100'-0"MONOPOLE,THE OTHER CARRIER > 111111. It ANTENNAS NOT SHOWN FOR CLARITY 1 (N)SPRINT RRH MOUNTED NEAR Z c Z *lip!.T-, i 71 " z rim ANTENNA;(1)PER SECTOR(TYP) �i -I m m j�� D 1aa (� " z m 16.0• ►IJ`�i� D - O •Z y N (N)SPRINT 2.SGHz ANTENNA; S N o _> N `n co G{NE`Z , (E)100'-0"MONOPOLE,THE OTHER CARRIER z m TN MN . TYPICAL OF(1)PER SECTOR ° n c •m 1T1 MN C?\ N O W E o � Z ~0 C �` 7' 18 ANTENNAS NOT SHOWN FOR CLARITY o Q 0 -I o Q' 7o W E d S s W v c % GON 1 SCALE:1/4"=1'-0"(11X17) 0' 2' 4' B SCALE.114"=1'-0"(11X17) 0' 2' 4' s' ♦ /_ 1 ANTENNA PLAN - EXISTING SCALE 1/2"=l'-0"(22X34) NI NI 2 ANTENNA PLAN - FINAL SCALE 1/2„=,'-0„(22X34) �••.� , O �i'18 2odbe 3-4-14 MFR ALWP I CPM PROJECT NO.: 7211 PRELIMINARY NOT DATE D/C DESCRIPTION 0 01-09-14 CUCB 90%CD REVIEW NOTES: 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. SUBMITTAL NO. DATE D/C DESCRIPTION 2. TOWER STRUCTURAL AND ANTENNA MOUNT/PLATFORM ANALYSIS TO BE PERFORMED BY OTHERS.SPRINT 0 02-18-14 CUBU BP SUBMITTAL NETWORK VISION INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS.SUBJECT TO OWNER APPROVAL. SITE NUMBER 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. P003XC047 5. REFERENCE A-6.1 FOR HYBRID COAX CABLE ATTACHMENT PER STRUCTURE TYPE. CCI SITE#18779526 SITE NAME TIGARD SITE ADDRESS 8777 SW BURNHAM TIGARD,OR 97223 SHEET TITLE ENLARGED ANTENNA PLANS SHEET NO. A-3. 0 3 NOTES 4 NOT USED o Sprint 4011° 1301 EAST LOO fl AN[ RCHMESKIR 1x 7-4124 (E)LIGHTNING ROD @ t 105-0"TIP HEIGHT (E)LIGHTNING ROD @±105'-0"TIP HEIGHT W (E)SPRINT ANTENNA TIP HEIGHT (E)SPRINT ANTENNA TIP HEIGHT I• �(AS' `E 106-0" 106'_0„ (E)SPRINT ANTENNA RAD CENTER (E)SPRINT ANTENNA RAD CENTER ( I'_ / 103'-0" _ -- 103'-0" -I I\ (E)TOP OF CCI MONOPOLE d , (E)TOP OF CCI MONOPOLE $di Cascadia PM 100'-0" V 100'-0" 5501 NE 109TH COURT,SUITE A-2 VANCOUVER,WA 98662 PH 360 885 9200 (E)SPRINT 800MHZ/1900MHZ DUAL (E)SPRINT 800MHZ/1900MHZ DUAL POLE ANTENNA,TYPICAL OF(1) POLE ANTENNA,TYPICAL OF(1) PER SECTOR PER SECTOR _ (E)SPRINT RRH'S MOUNTED NEAR (E)SPRINT RRH'S MOUNTED NEAR �� in ANTENNA,(1)800MHZ&(1)1900MHZ ANTENNA;(1)800MHZ&(1)1900MHZ i ;;;Ta.,),:. t PER SECTOR(TYP) PER SECTOR(TYP) M •(E)OTHER CARRIER ANTENNA RAD CENTER ' 3 75'-0 (E)OTHER CARRIER ANTENNA RAD C*�5'-0 Q" r oz., 3-4-14 AL ° I CPM PROJECT NO. 7211 I PRELIMINARY NO DATE D/C DESCRIPTION 0 01-09-14 CL/CB 90%CD REVIEW SUBMITTAL (E) 7iMONOPOLE.(E)3 HYBRID (E)100'-0"MONOPOLE;(E)3 HYBRID N0 DATE CPC DESCRIPTION CABLES RUN INSIDE CABLES RUN INSIDE 0 02-18-14 CUBU BP SUBMITTAL SITE NUMBER P003XC047 CCI SITE#879526 SITE NAME TIGARD SITE ADDRESS 8777 SW BURNHAM (E)6-0"TALL CHAIN LINK (E)6-0"TALL CHAIN LINK TIGARD.OR 97223 FENCED COMPOUND FENCED COMPOUND SHEET TITLE I I I I � I I I E TOP OF TOWER FNDN. • I I ( ,' I E TOP OF TOWER FNDN 6 EXISTING - 1 I 0.-0„ • 1 i i i y I 1 1 I l 1 I f (E)GRADE(166 AMSL) • I I I (E)GRADE(166 AMSL) 0' ELEVATIONS SHEET NO. SCALE.1/16"=1-0'(11X17) 0 �' 16' 32 2 EAST ELEVATION - EXISTING SCALE 1/16"=1'-0"(11X17) 0' -' 16 ,_ -4. O 1 NORTH ELEVATION EXISTING SCALE;1/8"=1'-0"(22X34) El M SCALE 1/8"=1'-0'(22X34) NOTES: NOTES: . NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sprint ° (N)SPRINT 2.5GHz ANTENNA; I`I I U I J I I AIL TYPICAL OF(1)PER SECTOR 1437 1.101 00<LOONY! MILIMI0001.7X 70012.4-41* 24 (E)LIGHTNING ROD @ t 105'-0"TIP HEIGHT (N)SPRINT RRH MOUNTED NEAR Aft (E)LIGHTNING ROD @±105'-0"TIP HEIGHT ^ / ANTENNA;(1)PER SECTOR(TYP) � L d �/ (E)SPRINT ANTENNA TIP HEIGHT (N)SPRINT 2.5GHz ANTENNA; (E)SPRINT ANTENNA TIP HEIGHT �1 \ e/ {✓ni 106'-0" TYPICAL OF(1)PER SECTOR 10'-0" (N)&(E)SPRINT ANTENNA RAD CENTER -� (N)&(E)SPRINT ANTENNA RAD CENTER 1_11_ / 103'-0 (N)SPRINT RRH MOUNTED NEAR 103'-0 77 J , ANTENNA;(1)PER SECTOR(TYP) '11 �1k (E)TOP OF CCI MONOPOLE (E)TOP OF CCI MONOPOLE oh Cascadia PM 100'-0" 100'-0" 5501 NE 109TH COURT,SUITE A-2 VANCOUVER,WA 96662 PH 360 865 9200 (E)SPRINT ANTENNA&RRH'S(TYP) (E)SPRINT ANTENNA&RRH'S(TYP) _ ��J•2� V �CO �/4GINE� , {E)OTHER CARRIER ANTENNA RAD CENTER N Q� l Eu ±75'-0 (E)OTHER CARRIER ANTENNA RAD CENTER ±75'-0 Q. X 11.1 7 GON I 0 4Y/8 2„sae 3-4-14 A ALW I CPM PROJECT NO 7211 I PREUMINARY NO. DATE D/C DESCRIPTION 0 01-09-14 CL/CB 90%CD REVIEW SUBMITTAL 7 (E)100'-0"MONOPOLE,(E)3 HYBRID (E)100.-0"MONOPOLE,(E)3 HYBRID NO. DATE 0/C DESCRIPTION CABLES RUN INSIDE CABLES RUN INSIDE 0 02-18-14 CUBU BP SUBMITTAL SITE NUMBER PO03XC047 CCI SITE#879526 - SITE NAME TIGARD SITE ADDRESS 8777 SW BURNHAM (E)6-0"TALL CHAIN LINK (E)6-0"TALL CHAIN LINK TIGARD,OR 97223 F FENCED COMPOUND FENCED COMPOUND SHEET TITLE i _.. _. _.. mom! - 1' '1 _ r I I .I 'I 15 " i E TOP OF TOWER FNDN. I I 1 I I E TOP OF TOWER FNDN. FINAL 1 1 K I I I tea 1 0_0' I 1 1 1 I_.. v..._.....!. _..�....:I '';',31 I Iir. I ..._. 0 I 1 I i �'-0)� (E)GRADE(166'AMSL) I I I I (E)GRADE(166'AMSL) ELEVATIONS SHEET NO. SCALE 1/8' 1'-0"(22X34) 0' 8' 16' 32 SCALE.1/16"=1'-D"(11X17) 0 8' 16' 32 A-5.0 1 NORTH ELEVATION - FINAL SCALE 1/16 ,-0 ,11X17' 2 EAST ELEVATION - FINAL [ • • SCALE 1/8"=1'-0"(22X34) 1. III IMMIIIIIMI Sprint EXISTING SPRINT ANTENNA&HYBRID CABLE LENGTH SCHEDULE SECTOR QTY. ANTENNA MODEL MECH. AZIMUTH RAD CENTER COAX LENGTH COAX TYPE RRH MODEL(S) JUMPER SIZE DOWNTILT &LENGTH MANUFACTURER: KMW PART NUMBER: ET-X-WM-18-65-8P RRH-C2C& LENGTH: 61.0" ALPHA 1 P65-16-XLPP-RR T.B.D.° 50° 103'-0" 136'-0" TYPE 2 RRH-P4 112"&6' 1301 EAST LOOIOOUT COW WIDTH: 12.0" RRH-C2C& 102WC•011.TX 70002-4124 DEPTH 4.3" BETA 1 P65-16-XLPP-RR T.B.D.° 170° 103'-0" 136-0" TYPE 2 RRH-P4 1!2"&6' WEIGHT W/O BRACKETS: 36.4 LBS /M/}' Q WEIGHT W/BRACKETS' 45.4 LBS GAMMA 1 P65 16 XLPP-RR T.B.D.° 305° 103'-0" 136'-0" TYPE 2 RRH-C2C& 1!2"&6' W I C �w RRH-P4 T/L GPS 1 TMG-HR-26NCM N/A N/A 12'-0" 25-0" 1/2" N/A N/A ]. I NEW SPRINT ANTENNA&HYBRID CABLE LENGTH SCHEDULE Cascadia PM SECTOR QTY. ANTENNA MODEL MECH. AZIMUTH RAD CENTER CABLE LENGTH HYBRID RRU MODEL(S) JUMPER SIZE 5501 NE 109TH COURT.SUITE A-2 DOWNTILT CABLE TYPE &LENGTH VANCOUVER.WA 98662 PH.360.885.9200 ALPHA 1 ET-X-WM-18-65-8P T.B.D.° 50° 103'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' NOTES: BETA 1 ET-X-WM-18�S�P T.B.D.° 170° 103'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' I 1. IF REQUIRED,PAINT ANTENNAS AND RRH'S TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WITH THE SURROUNDING AREAS USING NON-REFLECTIVE PAINT. GAMMA 1 ET-X-WM-18-65-8P T.B.D.° 305° 103'-0" N/A N/A 2.5GHz RRH-V3 1/2"&6' 2. VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. - C C.,�5 0GINE7 , 3. ALL ANTENNA INSTALLATION AND TESTING SHALL CONFORM TO CURRENT SPRINT STANDARDS. CO Q' 7 1 8 r 4. NEW SPRINT RRH'S ARR MOUNTED TO PIPE MAST BEHIND ANTENNAS SIMILAR TO THAT SHOWN ON DETAIL 4/-. a SCALE NTS(11X17) SCALE.NTS(11X17) Lll .� 1� 00N F 1 SPRINT ANTENNA SPECIFICATIONS SCALE NTS(22X34) 2 ANTENNA & COAX SCHEDULE SCALE NTS(22X34) j O �y/eoe (E)OR(N)2-3/8"O.D.MIN. 3-4-14 MFR ALW° ANTENNA PIPE MOUNT T �I (N)SST STANDARD HANGER ( GPM PROJECT NO. 7211 ' (E)SPRINT GPS ANTENNA MOUNTED TO (E)MMBS CABINET (3)(E)BREAKOUT UNITS, PRELIMINARY TYP OF(1)PER SECTOR NO DATE D/C DESCRIPTION (N)SPRINT ANTENNA (E)ANTENNA , -SEE 1/A-6.0&2/A-6.0 C C1^9-'a CuCB 90%CD REVIEW SUPPORT FRAME '] (E)OR(N) W (E)TOER/MONOPOLE —��/ CROSS OVER PLATE MOUNT PER PLAN AND (MTS PART#XP-2040) SUBMITTAL ELEVATION NO. DATE D/C DESCRIPTION 0 02-18-14 CL/BU BP SUBMITTAL L7 : 16 .1.1.A..milvela (N)2.5 GHz EQUIP.INSTALLED (E)MMBS MUDROOM IN(E)MMBS CABINET PER = l �� SITE NUMBER MANUFACTURERS = �U COLOR CODE BAND I I. P003XC047 SPECIFICATIONS = (E)4"SST CLAMP, (N)2 5 I 01: - - = ANDREW#31670-3.TYP, GHz ' �� CCI SITE#879526 OF(2)PER POWER& RRH (E)OR(N)2-3/8"O.D. SITE NAME FIBER JUNCTION MIN.ANTENNA PIPE il IMIlli 7: • ■4.31 CYLINDERS I. MOUNT TIGARD I SUPPORT HYBRID \1til 4 SITE ADDRESS L CABLE WITHIN 12" I ::40, (N)COAX L �- OF MEDUSA �� BLOCK OR 8777 SW BURNHAM d[ J STANDARD HANGER I SOFT CLAMP IN)RET TIGARD,OR 97223 (E)HYBRID CABLE (E) HYBRID CABLE TYPICAL OF (TYP1 111 ' 1 I ROUTED TO ANTENNA(S) IN SNAP-IN FOR 1;SUPPORTED BY HOISTING CABLE (E)CABINET ANCHORED TO EXCESS CABLES GRIP EVERY 200'-0" ...e*III (E)CONC.SLAB ON GRADE D[ PROVIDE DRIP LOOP SHEET TITLE PER MANUFACTURER'S AND MAINTAIN MIN. 1 1 1 1 1 SPECIFICATIONS BEND RADIUS .�% ANTENNA & �` ' s (N)SST COAX ROUTING DETAILS STANDOFF (N)JUMPER I CABLE ,�ti. „:.: ,.a�.;."S.0... `{`"^..;.c .t.,. j.-.J z.... ,. � a7tx ..T�' . '.... i. ' '',;7 TYP)•!. ��,V d dd.`Tr .�MH .. 'rt°Jti JWYr'•4i:?�h ...° ,rv. �Z. + .Y: �1 .T h...r.k�i i1'Y T-FN~� • \j j j j j j j j j % j j j j j j j j � �\\N SIDE SUPPORT COAX SHEET NO. /A /A/ice/A /A /A /A /A/A /A/A/A /A/A /A/A/A /i /A A mil SCALE NTS(11X17) SCALE NTS(11X17) A-6. 0 3 TYPICAL CABINET MODIFICATION AND HYBRID CABLE DETAIL SCALE NTS(22X34) 4 TYPICAL BOOM AND STAND-OFF MOUNTING DETAIL SCALE.NTS(22X34)— , TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 , N> TOTAL LENGTH -35 m(114.8') -55 m(180.5) -65 m(213.3') -80 m(262.5) -100 m(328.1') -120 m(420.0) -160 m(550.0') Sprint HYBRID POWER AWG 6 1 PAIR. AWG 4 1 PAIR. AWG 4 1 PAIR, AWG 10 1 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR. AWG 6 1 PAIR. NOTES: CABLE AWG 12 3 PAIR AWG 10 3 PAIR AWG 8 1 PAIR. AWG 8 3 PAIR AWG 6 1 PAIR. AWG 8 3 PAIR AWG 6 1 PAIR, CONFIGURATION AWG 10 2 PAIR AWG 8 2 PAIR AWG 8 2 PAIR 1. HYBRID/COAX CABLE LENGTHS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY LENGTHS PER FINAL ICE BRIDGE CABLE DIAMETER 25mm(0.98") 27mm(1.06") 30mm(1.18") 30/32mm' _ 32mm(1.26") 39.2mm(1.54") 43.5mm(1.71") CONFIGURATION AND STRUCTURE MOUNTED ROUTING. BENDING RADIUS 300mm(12") 330mm(13") _ 390mm(15) 450mm(18") 450MM(18") 457mm(18") 533MM(21") SS 2. ALL HYBRID/COAX CABLE INSTALLATION SHALL CONFORM TO CURRENT SPRINT STANDARDS.. OPTIC CABLE LC/PC-10-LC/PC.SINGLE MODE "I I If (Jr, DU CABINET(POWER 1J01 MR 10010018 OWE 3. ALL HYBRID/COAX CABLE CONNECTIONS TO BE WEATHERPROOFED. CABLE TERMINAL 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE INN 1X 70014-41IM MAX SIZE AWG 4) 4. ALL RET CABLE TO BE SUPLIED BY COMMSCOPE AND SHALL BE 9.8'IN LENGTH.MODEL#iRET AISGv1.1. RRH POWER CABLE AWG 8,14.7-15.4mm 5. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRH'S WHICH ARE MOUNTED ON THE PIPE BEHIND THE ANTENNA,SIMILAR SPEC AWG 10.11.5-12.4mm A CA9WEN TO THAT SHOWN ON DETAIL#4,SHEET A-6.0. NON USE POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER .w Y AND OPTIC CABLE AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC 6. CONTRACTOR TO FIELD VERIFY EXISTING AZIMUTHS BEFORE RELOCATING THE ANTENNAS.IF RELOCATION IS REQUIRED, PROTECTION CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE NOTIFY SPRINT RF ENGINEER PRIOR TO RELOCATION. PIPE PIPE PIPE PIPE PIPE PIPE SAMSUNG FIBER 0.51bs/If 0.6Ibs/If 0.8Ibs/If 0.91bs/If 1.1Ibs/lf N/A N/A ASIA TAI 0.71bs/If 0.71bs/If 0.7Ibs/H 0.71bs/If 0.71bs/If N/A N/A TESCO N/A N/A N/A N/A N/A 1.61bs/If 2.21bs/If Cascadia PM 5501 NE 109TH COURT.SUITE A-2 VANCOUVER,WA 98662 PH.360.885.9200 SCALE.NTS(11X17) SCALE.NTS(11X17) 1 NOTES SCALE NTS(22X34, 2 HYBRID CABLE TYPES & SPECIFICATIONS SCALE NTS(22X34) )111V J.�� I ,,,_ fact --ice:a , 2"SPACE Gj GIN `c 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING - C.1 .'14 F' 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 ch e FIRST RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2"TAPE RING BETWEEN(IF APPLICABLE PER BETWEEN(IF APPLICABLE PER N Q 718 i HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK-OUT CYLINDER FIRST RING RINGS SECTOR) RINGS ,} SECTOR) ,}' (4)PAIR 1y 1y / t 4' I I a COPPER ',<w>,%. x.r.. �r♦r♦�r♦ ♦♦♦ •rr rr♦ W .� ��N•TO RRH{ ___-_-_-_-----______________- *,.. ' ..'"-.%YA,•'...; •••••• ••• 11••••••••••1 ••••• • ••• 0,2"te vise ....__________„„==_„,===,==.,:_______________., ____________________________..,„:„.,....„,,,,:.,__=:::.::_:,_,__..____„_„,_=, _....,=======„„:, -_ _ _ _____-_ _ rx 0i ••••• 3-4-14 R ALW (6)FIBER ��;,tiT, X ► ♦� �I.JU CABLES /j) I CPM PROJECT NO 7211 I HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR NO SPACE FREQUENCY COLOR HYBRID COLOR CODE r HYBRID COLOR CODE WRAP TAPE AROUND HYBRID PRELIMINARY (SEE TABLE FOR DETAILS) TAPE(SEE TABLE FOR CODE TAPE(SEE BETWEEN CABLE CODE(SEE TABLE TAPE(SEE TABLE TAPE(SEE TABLE CABLE.THREE CABLE TO DETAILS) TABLE FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) TIMES,MIN,(TYP) CABINET „ NO. DATE D/C DESCRIPTION 2"SPACE 0 01-09-14 CL/CB 90%CD REVIEW 2"TAPE 2"TAPE BETWEEN HYBRID 2"TAPE 2"TAPE 2"TAPE RING 2"TAPE RING 2"TAPE 1"SPACE SECOND RING 1"SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2"SPACE 1"SPACE SECOND RING 1"SPACE THIRD RING _./\,__ FIRST RING BETWEEN(IF APPLICABLE PER BETWEEN OF 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 1 '. 4' '' I NO. DATE D/C DESCRIPTION (4)PAIR 0 02-18-14 CUBU BP SUBMITTAL COPPER 1 t � � � t s• rr �♦'rr♦'♦ -rrrrrrrrr Y':X/:„„' •ii•D•O.ODi ►•O�•i•D�•i•OODi• TO CABINET - - - - - - - -- -- x x. � ,/' ♦•••••••••♦ ••••••••••• _ _ ►••••••••••. ►••••••i•♦ SITE NUMBER (6)FIBER _-_-_.�__ _�_..____.___._ _- v me ••`�.•�•. ►d• ♦ •••�•; P003XC047 CABLES CCI SITE#879526 HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR CODE NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR WRAP TAPE AROUND HYBRID (SEE TABLE FOR DETAILS) TAPE(SEE TABLE FOR TAPE(SEE TABLE FOR BETWEEN CABLE CODE(SEE TABLE TAPE(SEE TABLE CODE TAPE(SEE CABLE.THREE CABLE TO SITE NAME DETAILS) DETAILS) FOR DETAILS) FOR DETAILS) TABLE FOR DETAILS) TIMES,MIN.(TYP) RRH TIGARD NOTES' HYBRID CABLE CONNECTION AT CABINET 2"TAPE 2"TAPE 2"SPACE SITE ADDRESS SECOND RING FIRST RING BETWEEN CABLE CODE 2"TAPE 8777 SW BURNHAM 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2"COLORED TAPE OR STENCIL TAG. COLOR FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY THIRD RING TIGARD,OR 97223 TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. CODE CODE COLOR CODE CABLE# 1"SPACE 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 7'FROM AN END CONNECTOR,WEATHERPROOFING,OR BREAK-OUT CYLINDER.WITH 1"SPACE BETWEEN EACH RING. 1y 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE'TYPICAL HYBRID CABLE COLOR 2 FROM RRH ----------____.._________.,.___-__-__-__ ________-_- • ANTENNA END SHEET TITLE CODE"TABLE ABOVE FOR THE RESPECTIVE SECTOR. 2"SPACE 2"TAPE 2"TAPE OF JUMPER 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR 2"TAPE BETWEEN CABLE CODE FIRST RING SECOND RING THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE"FREQUENCY COLOR THIRD RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR HYBRID CABLE CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE"TABLE ABOVE. 1"SPACE CABLE# COLOR CODE CODE CODE 5. A 2"GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. y y y y DETAILS 6. THE 2"COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 1 1 1 1 7. THE 2"COLORED TAPE(S)SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR RRH END INDIVIDUAL CABLES,AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 1 D 1 FROM ANTENNA 8. COLOR BAND ON JUMPERS SHALL BE 2"WIDE WITH A 2"SPACE. OF JUMPER SHEET NO. JUMPER CABLE CONNECTION AT RRH AND ANTENNA SCALE.NTS(11X17) A 6 3 HYBRID COAXIAL CABLE TAPE COLOR CODING SCALE NTS(22X34) NOTE: \ . PROPOSED RRH'S AND ALL MOUNTING HARDWARE TO BE VERIFY PAINT MATCH EXISTING FINISH IF REQUIRED. Sprint VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. PER RRH TECHNOLOGY 15.5" / 9.45" REQUIREMENTS SPECIFICATIONS: 1(VERIFY) MANUFACTURER. SAMSUNG (N)SAMSUNG RRH 'l MOUNTING BRACKET 8 S!►1!I S U f'J G DIMENSIONS 18.6"X 15.5"X 9.45" (N)SAMSUNG RRH WEIGHT W/O BRACKET: 59.5 LBS MOUNTING BRACKET • HARDWARE = ..,, WEIGHT W/BRACKET: 71.82 LBS 8,HARDWARE 107 DR=NOM OWE 111•1•11 I00111C�1 7X 70012-4th Zo � .. J o I _ It CROWN I`:::::::::::::::::?::::::4:41:80:8::.:•.:: 0 ! (E)OR(N)3 112"O.D. l :.-.- j'....Y t OPTIC PORT I'��III MOUNTING PIPE(TYP) ,ii � FRONT VIEW SIDE VIEW [�J' L o - ?2 E pllllllllii 1111II1IJIIII 1111 III! o-W c, Cascadia PM °�� ~" ° >e — _ _ cc0 1IIIIIIII, IIIIII,IIII111I1'1 — — — W 5501 NE 109TH COURT.SUITE A-2 [11111111111111111111 IIIIIIIIIIIIIIIIIIIIIII \ AM O MIT 1 MT 2 MIT J W� N. --... - -a VANCOUVER, 62 fl. PH.360.885.9200 5.9200 IIIIIIIIIIIIIIi II111IIIIIIIIIIIIII .®. .®. .®. .®. I BL�i �::,� MOUNTING PIPEO(TYP) J�� I��...)Or I"t�r = POWER PORT RET rEED111 -48 VOLTS SIDE VIEW FRONT VIEW TOP VIEW t,NGINE 1/ TV TT PE SE REFER TO MANUFACTURER SPECIFICATIONS FOR WALL MOUNTED APPLICATIONS. 49 7 18 TOP VIEW BOTTOM VIEW r ` (W/FINGER GUARD 8 BRACKET) (W/O FINGER GUARD) a Wilk : OON 1 SCALE.NTS(11X17) SCALE.NTS(11X17) O'1Aly 16 2C p' 1 2.5 GHz RRU (RRH-V3) SCALE NTS(22X34) 2 2.5 GHz RRU (RRH-V3) - MOUNTING DETAIL SCALE NTS(22X34) _ 3-4-14 `77FR ALW° 1 CPM PROJECT NO. 7211 1 PRELIMINARY NO. DATE D/C DESCRIPTION 0 01-09-14 CL/CB 90%CD REVIEW SUBMITTAL NO DATE D/C DESCRIPTION 0 02-18-14 CL/BU BP SUBMITTAL SITE NUMBER P003XC047 ccl SITE#87952E SITE NAME TIGARD SITE ADDRESS 8777 SW BURNHAM TIGARD.OR 97223 SHEET TITLE RRH DETAILS SHEET NO. SCALE NTS(11X17) NOT SCALE.NTS(11X17) A - 0 3 NOT USED SCALE NTS(22X34) 4 USED -SCALE NTS(22X34) NOTE: EES \- SEE SHEET E-3.0 FOR ADDITIONAL GROUNDING.COAX 1. EXOTHERMIC WELDS(2).2 AWG BARE TINNED SOLID COPPER \�\I AND FIBER ROUTING INFORMATION. CONDUCTORS TO GROUNDING BAR.ROUTE CONDUCTORS TO • o BURIED GROUNDING RING AND PROVIDE PARALLEL Sprint ,, EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES . � GROUNDING LEGEND BETWEEN EACH SECTION AND LABEL EACH SECTION("P', A. ��•i "N",•r)WITH 1"HIGH LETTERS. /` I M MASTER GROUND BAR (E)SPRINT MASTER GROUND \/j i i 3. ALL HARDWARE 18-8 STAINLESS STEEL,INCLUDING LOCK 40° BAR AT TOP OF TOWER \ I ACA I ANTENNA GROUND ROD WASHERS,COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.ALL HARDWARE SHALL BE MECHANICAL CONNECTION STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 1]01 BAT LOCK 11R DIM CONNECTION FROM(E)SPRINT /0:11 ■� (DOUBLE HOLE LUG) IrC►Wp011 TX 700•2-+124 ANTENNA GROUND BARS TO(E)MASTER ' \ 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT i GROUND BAR AT TOP OF TOWER(TYP) \ ■ EXOTHERMIC CONNECTION WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES CROWN, / WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. • CONNECT PER MANUFACTURER Allpp,-` � SPECIFICATIONS 5. NUT 8 WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE a/ \\ GROUNDING BAR AND BOLTED ON THE BACK SIDE.INSTALL fir■ `� BLACK HEAT-SHRINKING TUBE,600 VOLT INSULATION ON ALL 44 7 \v AND(N)SPRINRRH'T S PANEL CONNECTED ANTENNATO(E)S GROUNDING TERMINATIONS.THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. ANTENNA GROUND BARS(TYP) 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE ® TYPE OF TOWER,ANTENNA LOCATION,AND CONNECTION Cascadia PM � � I,*. (E)SPRINT ANTENNA GROUND BAR ORIENTATION.PROVIDE AS REQUIRED. (3 TOTAL,1 PER SECTOR) 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS 5501 VANCOUVER,WA 88662E A 2 I� (E)SPRINT RRH'S CONNECTED SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. PH 360 885 9200 mmI .---� TO(E)ANTENNA GROUND BAR; "r;ii ONE(1)CONNECTION PER RRH 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS "j•' • SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. = (E)SPRINT ANTENNA MOUNTING ECTOR PIPE CONNECTED TO(E) 9. SUPPLIED AND INSTALLED BY CONTRACTOR. ■ n ■ ANTENNA GROUND BAR 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER,THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO(2)2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER.(APPLICABLE TO NEW TOWERS ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE 1 TYPICAL ANTENNA GROUNDING - FINAL SCALE NTS(11X17) ORIENTATION.T TON.THE LOCATION,AND SHALL BERESP N ORIENTATION.THE SUBCONTRACTOR SHALL BE RESPONSIBLE SCALE:NTS(22X34) FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED. - - PROVIDING 50%SPARE CONNECTION POINTS. I CPM PROJECT NO.. 7211 I 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. 14. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL PRELIMINARY INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE NO. DATE DEC DESCRIPTION SPECIFIC CONDITIONS. 0 01-09-14 CLCB 90%CD REVIEW 15. GROUND ALL ANTENNA BASES,FRAMES,CABLE RUNS,AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS.FOLLOW SUBMITTAL ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH NO. DATE DC DESCRIPTION ENDS AND EXIT FROM TOWER OR POLE USING MFR'S 0 02-18-14 CL'BU BP SUBMITTAL PRACTICES. 16. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC.ALL WIRES SHALL BE COPPER THHN/THWN.ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. SITE NUMBER 17. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE P003XC047 GROUNDING AND OTHER OPERATIONAL TESTING WILL BE CCI SITE#879526 WITNESSED BY SPRINT WIRELESS,LLC.REPRESENTATIVE 18. REFER TO DIVISION 16 GENERAL ELECTRIC;GENERAL SITE NAME ELECTRICAL PROVISION AND COMPLY WITH ALL TIGARD REQUIREMENTS OF GROUNDING STANDARDS. 19. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF SITE ADDRESS GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING 8777 SW BURNHAM METHOD,AND RECEIVE APPROVAL OF DESIGN BY TIGARD,OR 97223 AUTHORIZED SPRINT MOBILITY REPRESENTATIVE,PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING 20. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY SHEET TITLE DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING SITE 21. ALL EXISTING GROUND BARS,WIRES&CONNECTIONS SHALL PLANS BE FIELD VERIFIED.ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING - REQUIRED BY SPRINT. SHEET NO. _ E- 1 .0 2 NOT USED GENERAL GROUNDING NOTES ANTENNA ANTENNA ANTENNA LEGEND SECTOR A SECTOR B SECTOR G (E)SPRINT (N)2.5 GHz SPRINT (E)SPRINT (N)2.5 GHz SPRINT (E)SPRINT (N)2.5 GHz SPRINT • EXOTHERMIC CONNECTION ANTENNA(TYP) ANTENNA ANTENNA(TYP) ANTENNA ANTENNA(TYP) ANTENNA O MECHANICAL CONNECTION Sprint ° )„, 0 COMPRESSION CONNECTION H • AGB ANTENNA GROUND BAR -- - CGB COLLECTOR GROUND BAR I MGB MASTER GROUND BAR S/1 I-I S(J I J (1 I I COAX JUMPER I I COAX JUMPER (I COAX JUMPER LLI • I MI VAR MINN VIM — _ 2.5 GHz LL — 2.5 GHz T LL — 2.5 GHz � � 70°'�"" 6: D_ �_ �_ LTc( AcYYJ 0 W W Q 3 W Q U 3 ® W a J• __.r 0?-7,59- i 0 a 0 0I I * 0 a 0 0 u 0 CV CI 1 I <1 I < u <I I <I I " < " <I I <) I < W 4 IJ I W I� 1 W IJ 1 tt Cascadia PM =ark_ � I C( � I ~ - - - C( � —¢__&_i_ill 5501 NE 109TH COURT,SUITE M2 — II — — _ — _ — — — T _ — — — — 1 — �. _ — — — r I1__L I rI 1 rI VANCOUVER.PH 360. 900882 PH.380.885.9200 I y I #10 AWG I I I #10 AWG I I I #10 AWG �1✓ECTOR I = I I I =I I I w2 I . n . , L TJ I L J DC/FIBER I L T j�/FBI E� 7 r DC/FIBER J — 1§j#2 AWG 7 I I (E1jt2 AWC� — — �h I �h _ —(EL2 AWG _ I —1 I r - -I— I– ALLHYBRID CABLE INTERNAL GROUND I I I GROUNDING NOTES _ WIRES TO BE TRIMMED TO FIT AND 1. NO WELDINGING OF ANY KIND ON CROWN CASTLE INTERNATIONAL(CCI) ATTACHED TO GROUND BAR. TOWERS.IF SPRINT REQUIRES A NEW GROUND BAR INSTALLATION OR (E)UPPER TOWER GROUND BAR TO BE ATTACHED HOME RUN GROUND LEAD ON A CCI TOWER,CONTACT CCI FOR DIRECTLY TO TOWER WITH MECHANICAL APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION OF ANY CONNECTORS WITHOUT CHERRY ISOLATORS;NO DC/FIBER GROUNDING EQUIPMENT. HOMERUNS ALLOWED ON(E)OR(N)GROUND BARS 2. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. AT THE COMPLETION OF THE PROJECT EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE,SPLICES,ETC. LCPM PROJECT NO.: 7211 ALL CABLE TO GROUND RODS,GROUND RODS SPLICES AND LIGHTING PRELIMINARY I PROTECTIONS SYSTEM AS INDICATED.GROUND FOUNDATION ONLY AS INDICATED BY PM.ALL MATERIALS USED(MOLDS,WELDING,METAL, NO. DATE D/C DESCRIPTION I TOOLS,ETC.)SHALL BE EXOTHERMIC WELDED AND INSTALLED PER 0 01-09-14 CUCB 90%CD REVIEW (E)MMBS MANUFACTURERS RECOMMENDATIONS AND PROCEDURES.GROUND (E)GPS ANTENNA (E)DEI CABINET (E)CABINET I L _ - CABINET CONDUCTOR SHALL HAVE A MINIMUM 24'BENDING RADIUS. I 3. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SUIMMYTAL I SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE O. DATE p/C DESCRIPTION L — — — — — WITH(2)TWO COATS OF GALVITE(WHITE)PAINT OR SILVERBRITE 0 02-18-14 CUBU BP SUBMITTAL (ALUMINUM). L #.2.A — — — #6 AWG W/ 1 I #10 AWG GROUNDS 4. ALL ELECTRICAL&MECHANICAL GROUND CONNECTIONS SHALL HAVE WEATHERPROOFING ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. L �- �OBX_ — _ �, �/ _ _ _ SITE NUMBER 7/ + + 5. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT P003XC047 #2 AWG _- MMBS GND BAR STANDARD PROCEDURES.GROUND GRID RESISTANCE SHALL NOT L J'L #2_6W - _ _ '• ) G #6 AWG COAX EXCEED 5-OHMS. CCI SITE#879526 GROUND KIT f SITE NAME (E)LOWER TOWER 6. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT I I I GROUND BAR A. ONE((11)COPY TO OWNER REPRESENTATIVE TIGARD AS F I I I B. ONE(1)COPY TO ENGINEER SITE ADDRESS I I C. ONE(1)COPY TO KEEP INSIDE EQUIPMENT INCLOSURE _- 8777 SW BURNHAM I (E)MMBS BATTERY 7. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE#2 TIGARD,OR 97223 COI 7I II I J CABINET AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. I 8. ALL ANTENNA MOUNT GROUNDS SHALL BE#2 AWG STRANDED GREEN SHEET TITLE / Q-II <I <I <I JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. w wI 9. ALL ROUND WIRESFREMGROUNDBARSTOGROUNDSHALLBE#2AWG GROUNDING RISER L — =1=}- — MG— DIAGRAM 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED.ALL GROUND I I I I WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. (E)GROUND TO--.........„— — — — SHEET GROUND RING(TYP) I I SCALE:NTS(11X17) E 2 .0 1 GROUNDING RISER DIAGRAM SCALE:NTS(22X34) THIN WALL C-TAP W/PINK DYE \1 _ INDEX(SEE NOTES) ,♦ ri nt° '1 p a%A _ #2 AWG STRANDED — — — -10 #2 AWG STRANDED Cu #6 AWG GREEN STRANDED CU Cu GROUNDING (N)PANEL ANTENNA CONDUCTOR FROM GROUNDING CONDUCTOR GROUNDING CONDUCTOR FROM 41110P RRH UNIT TO#2 AWG ANTENNA GROUND GROUNDING CONDUCTOR BAR(TYP) _ I NOTE:(LJ�!/Y7��j CONTRACTOR TO SURROUND COMPLETED CONNECTION W/WEATHER laof UM LOOKOUT DINE TAPE TO ENSURE WEATHER PROOF CONNECTION. 1�f 1,TX 70002-4124 GROUND LEAD TO I R /�f (E) AGB I C �� 1`A� rf Y (N)JUMPERS ATTACHED ■ —~� ATTACHMENTS PER III III /A-6 TYPE CT TYPE W TYPE VN TYPE SS N. Cascadia PM #6 AWG STRANDED l 5501 VANCOUVER,WA SUITE A-2 CU GROUNDING ��f �I CONDUCTOR(TYP) I ,' �_�—_ art 360.885 9200 i \ �_ r In (N)RRH ♦ TYPE VB TYPF TA TYPE PT TYPE GY )0ira i� - 1 e � . 1 I ti.l� ; ��%, . rem,;. 1 TYPE NC TYPE GL TYPE VS TYPE GR SCALE:NTS(11X17) SCALE:NTS(11X17) 1 ANTENNA GROUNDING SCALE:NTS(22X34) 2 C-TAP & EXOTHERMIC WELD CONN. SCALE:NTS(22X34, 3 NOT USED RRH GROUNDS,STRANDED #2 TINNED GROUND TO CU WIRE WITH GREEN,600V, ANTENNA MOUNTING I CPM PROJECT NO: 7211 HYBRID CABLE THHN/THWN INSULATION PIPES)IF REQ'D GROUND LEAD(SIZE AS SPECIFIED) PRELIMINARY (E)ANTENNA I O. DATE D/C DESCRIPTION GROUND BAR 01-09-14'CLICB 90 CD REVIEW Q 0 OQQ O O O do` 0 l 1/8"MIN. O Q 0 00 Q 0 0 0 0 00 /S NUT SUBMITTAL NO DATE D'C DESCRIPTION l O 0 0 0 0 0 0 0 0 KOPR SHIELD MIN HEAT SHRINK(CLEAR) 0 02-18-14 GURU BP SUBMITTAL O 0 0 0 0 0 0 0 0 ■ ICI I1/I CONTRACTOR TO VERIFY ANTENNA BUSS BAR 1.11.1' —/—GROUNDING TO THE TOWER GROUND BAR �• m=—r LABEL SITE NUMBER /// /�:G �� P003XC047 GROUND LEADS TO EACH 1.111 , 1, CCI SITE#879526 ANTENNA GROUND BAR DO NOT SITE NAME TINNED COPPER nsconrsa (E)GROUND BAR I I I I ' I GROUND BAR TIGARD (MOUNTED DIRECT , I , I I S/S LOCK WASHER "DO NOT DISCONNECT' SITE ADDRESS TO TOWER) TAG ON ALL GROUNDING — —— -- S/S BOLT(1 OR 2) BAR INTERCONNECTS 8777 SW BURNHAM I -- - AND EQUALIZERS TIGARD.OR 97223 O O O O 14 I- O O O 0 QO0 O0O e O NOTES: SHEET TITLE 0 0 0 0 0 0 0 0 1.ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER.COAT ALL I— 1 0 0 0 0 0 0 0 0 0 SURFACES WITH KOPR-SHIELD BEFORE MATCHING. GROUNDING - 2.FOR GROUND BOND TO STEEL ONLY:INSERT A DRAGON TOOTH WASHER (E)HOME RUN GROUNDING WIRE SHALL BE BETWEEN LUG AND STEEL.COAT ALL SURFACES WITH KOPRSHIELD. DETAILS REMOVED AND(E)CHERRY INSULATORS 3.PROVIDE'DO NOT DISCONNECT TAG. SHALL BE REMOVED FROM ALL BUS BARS • NOTE:GROUND BARS AT BOTTOM OF TOWER/MONOPOLE SHALL ONLY USE 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. J C C l .O SCALE:NTS(11X17) SCALE:NTS(11X17) 4 TYPICAL GRND. CONNECTIONS I 6 NOT USED SCALE:NTS(22X34) 5 TWO HOLE LUG CONNECTION SCALE:NTS(22X34) GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES 23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. _ 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE,THE LATEST 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. 24.DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK-BREAK EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE. Sprint SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS POSSIBLE,AFTER THE 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).THE DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT PORTION OF WORK,UNTIL THE SUCH AS"NO-OXIDE A"BY DEARBORNE CHEMICAL CO.COAT ALL WIRE SURFACES BEFORE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION 'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 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 11 I.I l l I J (, CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS 26.RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2-1990. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS TO THE COST THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,LIGHT FIXTURES,ETC., CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD THAT ARE PART OF THE FINAL SYSTEM,SHALL BE VERIFIED BY THE CONTRACTOR.PRIOR TO THE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD.ALL CONDUIT BENDS SHALL 1701 SW IOOIIOIR MAE 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 MIEN SPECIFIED,SHALL MEET UL-6 FOR RENNINON.IX x"4114 PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE ////----�� A AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. COAT ALL THREADS WITH'BRITE ZINC'OR'GOLD CAW. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL ///�� C/l✓ � 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. ' �` UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS.EQUIPMENT AND JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO APPURTENANCES.AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE 28.CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THWN DRAWINGS. A. UL-UNDERWRITERS LABORATORIES INSULATION,600 VOLT.COLOR CODED.USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING B. NEC-NATIONAL ELECTRICAL CODE NO.8 AWG.USE STRANDED CONDUCTORS FOR WIRE ABOVE NO.8 AWG. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN C. NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. EQUIPMENT IS REQUIRED CLEARANCE.THEREFORE.IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, D. OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT 29.CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE INSULATED SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS E. IBC-INTERNATIONAL BUILDING CODE TWIST-ON CONNECTORS FOR NO.10 AWG AND SMALLER.USE SOLDERLESS MECHANICAL TERMINAL Cascadia PM AND/OR DESIGN INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. F. NFPA-NATIONAL FIRE CODES LUGS FOR NO.8 AWG AND LARGER. 5501 NE 109TH COURT.SUITE A-2 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT 30.SERVICE.240/120V,SINGLE PHASE,3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. VANCOUVER,WA 98662 DIMENSIONS OR CONDITIONS.AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. LOCATIONS OF ALL EQUIPMENT,AND CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES OWNER OR OWNERS AGENT WILL APPLY FOR POWER. PH 360.885.9200 AND LOCATIONS WHEN NEEDED. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING 31.TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR 5. EXISTING SERVICES:CONTRACTOR SHALL NOT INTERRHPT EXISTING SERVICES WITHOUT WRITTEN INDICATED ON DRAWINGS. IDENTIFIED BY THE CONTRACT DOCUMENTS. PERMISSION OF GDIT. .J 4� _ .' 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2'DEPTH. �. ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS.FEES.INSPECTIONS AND TESTING.CONTRACTOR IS ice_ 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 IC) , TECHNIQUES.SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK GIN EQUIPMENT. AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ (GN E UNDER CONTRACT,UNLESS OTHERWISE NOTED. �O �0 • "CAUTION BURIED ELECTRIC"OR"BURIED TELECOM". a 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 / 7' 18 i r BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL FURNISH AND INSTALL. 34.ALL BOLTS SHALL BE STAINLESS STEEL. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 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 a 10.CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS LUG SIZE RESTRICTIONS,CONDUIT ENTRY,SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE CODES AND ALL LOCAL AND STATE CODE,LAWS AND ORDINANCES.PROVIDE ALL COMPONENTS UJ VA 4' 7 OON AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. OWNERS'CONFIRMATION,ETC.ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. _ CONSTRUCTION MANAGER.PRIOR TO BEGINNING ANY WORK. le wLf`11C_7"_p, 11.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS 36.CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER O Oy' 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 OTHERWISE.ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 120/208 VOLT OR 120/240 VOLT,SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 3-4-14 c?ALW° - 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 7211 I REGULATIONS TAKE PRECEDENCE. WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. REQUIREMENTS TO TERMINATE AT THE PPC CABINET. PRELIMINARY 13.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS. 11.IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. 38.CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT PIPING ETC.AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANY SPECIFICATIONS. NO. DATE D/C DESCRIPTION SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER 0 01-09-14 CL/CB 90%CD REVIEW 14.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES.OR ORDER. COMPANY. , PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS.ETC.,MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY '12 ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED,AS REQUIRED BY 39.LOCAL POWER 200 AMP ELECTRIC SHALL CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT ER COMPANY SHALL PROVIDE ECTRC METER.CONTRACTOR SHA SPECIFICATION,SET FORTH BY SPRINT. COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. SUBMITTAL DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. NO. DATE D/C DESCRIPTION 13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, 40.UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH.ALL 0 02-18-14 CUBU BP SUBMITTAL 15.REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH WORKMANLIKE MANNER.THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND AND BLEND IN WITH ADJACENT SURFACES. REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 16.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE 41.ALL TELCO CONDUIT LINES SHALL BE 4"SCH.40 PVC CONDUIT UNLESS OTHERWISE INDICATED.THE g NUMBER MATERIALS. PROGRESS OF CONSTRUCTION. TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA,NEAR UTILITY POLE(IN FENCED AREA),OR END P003XC047 17.KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH. 15.CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO 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#879526 LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY SITE NAME NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF 16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE WITHIN 42.CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL CONSTRUCTION. 48 HOURS AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE BE STUBBED AND CAPPED AT 6"ABOVE GRADE OR PLATFORM.IF SERVICE LINES CAN'T BE TIGARD 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 8777 SW BURNHAM 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 19.DITCHING AND BACK FILL:CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT CONTRACTOR. 20.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION.REFER TO NOTES AND CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH REQUIREMENTS,EXCAVATION,AND BACKFILLING. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.ANY GENERAL JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS - COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 20.MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND FUNCTIONS.THE SCOPE OF WORK,OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE NOTES 21.LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND SHALL APPEAR ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED THE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION,NOT NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING REQUIREMENTS OF THE NEC,NEMA AND IEEE. AFTER THE CONTRACT HAS BEEN AWARDED. CONSTRUCTION IS COMPLETE.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS 21 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF 46.LOCATION OF EQUIPMENT,CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. SHEET NO. ANY/ALL LIGHTING FIXTURES,SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN. 22.CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR CONSTRUCTION MANAGER PRIOR TO INSTALLATION. G 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, _ COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL SHALL BE PER EXISTING FIELD CONDITIONS. AUTHORITIES. CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE'CONSTRUCTION MANAGER'UPON FINAL ACCEPTANCE. ELECTRICAL NOTES CONT. ANTENNA & HYBRID CABLE NOTES ENVIRONMENTAL NOTES CONT. 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 1. VERIFY EACH HYBRID CABLE LENGTH,ROUTING,DIAMETER,COLOR CODING AND ALL 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING APPURTENANCES WITH GDIT. AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. Sprint° )0 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10.NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12"MINIMUM INSIDE SWEEPS FOR 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4.EXCESS CABLE LENGTHS TO BE 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR IS RESPONSIBLE ' ALL CONDUITS 2"OR LARGER. DRESSED IN A MANNER APPROVED BY GDIT.CABLES CANNOT BE CUT TO FIT. FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION.ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S BUSHINGS. (SPRINT)SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF S II I 21 S U F J G 51. ALL WIRE SHALL BE"TYPE THWN,SOLID.ANNEALED COPPER UP TO SIZE 1/10 AWG(18 AND LARGER 4. EXCESS TOP 15'HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, SITE DRAINAGE.ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE SHALL BE CONCENTRIC STRANDED)75 DEGREE C,(167 DEGREES F),98°CONDUCTIVITY.MINIMUM#12. CANNOT BE COILED,MUST BE SECURED TO TOWER MOUNTS. CORRECTED AT THE CONTRACTORS EXPENSE. 1301 MST=our OMIE 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1&IN ACCORDANCE WITH 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL IQWp01.1X 700112-4124 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES.J-BOXES,EQUIPMENT BOXES AND CABINETS WITH SPRINT SPECIFICATIONS. SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. APPROVED PLASTIC TAGS,ACTION CRAFT,BRADY,OR APPROVED EQUAL. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1&AS FOLLOWS: /-'' 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A \,:i' ��wN 53. ALL NEW MATERIAL SHALL HAVE A U.L.LABEL. MINIMUM.ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. it T]L A.MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN 54. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION B. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS TO CONFLICTS.VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. C. START COLOR BANDS 2"BEFORE MAIN CABLE END POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER.SEE HYBRID CABLE 55. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS 56. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND 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 NEC.THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. TO EXCEED 3'HORIZONTALLY OR 4'VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS PATHS LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, PULLBOXES,AND ALL DISCONNECT SWITCHES,STARTERS,AND EQUIPMENT CABINETS. WHICHEVER IS LESS,WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE STRAW BALE SEDIMENT BARRIERS,AND CHECK DAMS. SUPPLIED STRUCTURAL SUPPORT. 5501 NE 109TH COURT,SUITE A-2 10.RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN,HARD,SOUND,DURABLE,UNIFORM IN VANCOUVER,WA A 98662 57. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS.DOCUMENT ANY AND ALL WIRING AND SITE WORK NOTES QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT,FRIABLE,THIN.ELONGATED OR PH 360.885.9200 EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT.SUBMIT AT SUBSTANTIAL COMPLETION. LAMINATED PIECES,DISINTEGRATED MATERIAL,ORGANIC MATTER,OIL,ALKALI,OR OTHER 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES.UNLESS OTHERWISE DELETERIOUS SUBSTANCES. 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH NOTED. 1,V J tg.i 71 ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED,BRANCH CIRCUITS 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. FOUNDATION, EXCAVATION AND BACKFILL liWegin .■r INSTALLED ON.AND PANEL FIELD LOCATIONS FED FROM(NO EXCEPTIONS.)PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. ARCHITECT/ENGINEER AT COMPLETION OF PROJECT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, O C'1 �N GIN E�. ��0, 61. ALL AMERICANS WITH DEVICES ILA IL AND ACT D THE THE APPLICABLE BLE STATE. WITH(ADC) SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN M 4 7, AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 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 C�1 Q` 7 la BEEN PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING.DO WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY d NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL.SLEEVES OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF 1� , ' CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED GON MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE.FILL FOR FLOOR W 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING PENETRATIONS SHALL PREVENT PASSAGE OF WATER,SMOKE,FIRE AND FUMES.ALL MATERIAL SHALL EXISTING UTILITIES. INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE re ,to BE UL APPROVED FOR THIS PURPOSE. - UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH f 0�1 qy 1 B 2odbe 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT(NEW AND EXISTING)SHALL BE FIELD VERIFIED START OF CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED �: WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN Of CONDUIT SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND TO STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL 3-4-14 ALW AND WIRE.ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA INSTRUCTION,AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE AND CORRECTED BY THE ARCHITECT/ENGINEER.FAILURE TO SECURE SUCH INSTRUCTION MEANS t CPM PROJECT NO.: 7211 _,I FURNISHED ON THE EQUIPMENT ( CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION.TRASH, INFORMA11ON AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DEBRIS,AND SO FORTH PRIOR TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED PRELIMINARY DESIGN AS SHOWN ON THESE DRAWINGS). 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO MATERIALS SUCH AS EARTH,LOAM SANDY CLAY,SAND AND GRAVEL,OR SOFT SHALE,FREE FROM START OF CONSTRUCTION. CLODS OR LARGE STONES OVER 2 1/2"MAX DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN NO. DATE D/C DESCRIPTION 64. LOCATION OF ALL OUTLET,BOXES,ETC.,AND THE TYPE OF CONNECTION(PLUG OR DIRECT)SHALL BE COMPACTED LAYERS. 0 01-09-14 CL/CB 90%CD REVIEW 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS ANTENNA & COAX NOTES 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER BEFORE COMPACTION.EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS INTO EXISTING GRADES AT THE GRADING LIMITS. THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH SUBMITTAL ASTM D1557. 1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH,DIAMETER,ROUTING,COLOR CODING AND ALL 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES.ETC.,SHALL BE NO. DATE D/C DESCRIPTION APPURTENANCES WITH GDIT. PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK ,0 02-18-14 CL/BU BP SUBMITTAL i HEALTH ADMINISTRATION(OSHA)REQUIREMENTS. FILLING. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN 10.STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING - ESTIMATED ON SHEET A-6.0.THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. PROCTOR DRY DENSITY. WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL ACTUAL ANTENNA CABLE LENGTH(S)MUST BE VERIFIED.COAXIAL CABLE SHALL BE PROVIDED BY GDIT. DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 SITE NUMBER 11.NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH INCHES ABOVE FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH P003XC047 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS,GROUNDED AS FOLLOWS: APPROVED CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. SPECIFIED ELEVATIONS WHERE REQUIRED. A. NEAR ANTENNA RAD CENTER ELEVATION, 12.ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE CCI SITE#879526 B. MIDDLE OF TOWER(MID-HEIGH OF ANTENNA),IF CABLE RUN IS OVER 200', WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT FABRIC TYPE:TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR C. BOTTOM OF TOWER, AVAILABLE. AN APPROVED EQUIVALENT,SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN SITE NAME D. AT MASTER GROUND BAR 3'-0"FROM MMBS-BBU CABINET 13.ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT TIGARD SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. ENGINEER. GREATER.ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR SITE ADDRESS GRAVEL AS SPECIFIED.I.E.FDOT TYPE No.57 FOR FENCED COMPOUND;FDOT TYPE No.67 FOR 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT 14.CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, ACCESS DRIVE AREA. 8777 SW BURNHAM SPECIFICATIONS. THRASH,WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING TIGARD,OR 97223 CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1 AND AS FOLLOWS: UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM 15.ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE GROUND SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO PROTECTED BY THE GENERAL CONTRACTOR. 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. SHEET TITLE A. MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2"WIDE WITH NO SPACE BETWEEN COLORS. 16.ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY 10.WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED GENERAL C. JUMPER COLOR BANDS SHALL BE 1"WIDE WITH 1"SPACE. COMPANY,TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER FOR THE FILL MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE, • D. START COLOR BANDS 2"BEYOND WEATHERPROOFING. THIS LOCATION. MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY NOTES E. START SELECTOR COLOR NEXT TO END CONNECTORS. PRIOR TO PLACEMENT OF FILLS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY GO RF ENGINEER.SEE ANTENNA ENVIRONMENTAL NOTES 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. CONSTRUCTION OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL ---1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE CONTRACTOR SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRHGATIONS AND WAVES. SHEET NO. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE 12.EXISTING GRAVEL SURFACING MAY EXCAVATED SEPARATELY AND REUSED WITH THE TO EXCEED 3'OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER.OR OTHER DELETERIOUS G V^ ^ I 2 SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. ADJACENT PROPERTIES.ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE. MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 10.PROVIDE AT LEAST 6"OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION FNDN, EXCAVATION AND BACKFILL NOTES CONT. STRUCTURAL CONCRETE NOTES WEATHERPROOFING NOTES CONT. . 13.GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 318-08 AND THE SPECIFICATION FOR BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS CAST-IN-PLACE CONCRETE. STEP 8:WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 5 ri nt° 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 fe=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.. UNLESS S NOTED OTHERWISE.SPLICES CLASSOB"AND ALL HOOKS SHALL BE STTANDARD UNLESS NOTED ARE PRESENT.TAPE SHALL BE CUT WITH WRAPPED ARP KNIFE THAT NO VOIDS OR AIR PACKETS S I1 I.I S U F I I l 15.DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE OTHERWISE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO 1. REQUIRED MATERIAL:BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 1B>1 NR LOON=OMR THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 3 INCHES WIDE. t01MOOOl.'DI 70012-411$ 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 Y\H C(,(Q`e N GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. BLACK ELECTRICAL CAL TAPE-2 ND DIRT.WRAP CONNECTOR/GROUND GRO ND KIT WITH APPROXIMATELY L OF lR/ ,?YYE CONCRETE EXPOSED TO EARTH OR WEATHER: 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 8 WWF 1 1/2 IN. AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE.TWO ROWS SHALL BE APPLIED,ONE IN EACH DIRECTION.WITH THE TOP 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: ROW SHINGLED TO PROMOTE WATER RUNOFF. CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW SLAB AND WALL 3/4 IN. W-SHAPES:ASTM A992.50 KSI BEAMS AND COLUMNS 1 1/2 IN. STEP 2:WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE(2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY Cascadia PM ANGLES,BARS CHANNELS:ASTM A36,36 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 HSS SECTIONS.ASTM 500,46 KSI TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE 5501 NE 109TH COURT.SUITE A-2 PIPE SECTIONS:ASTM A53-E,35 KSI WITH ACI 301,LATEST EDITION.SECTION 4. ) VANCOUVER,WA 98662 UNDERLYING CABLE.ON CONNECTORS,WHEN WEATHERPROOFING FROM THE MAIN LINE TO PH.360.885.9200 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8"LARGER IN DIAMETER THAN THE THE JUMPER,BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.LOCATE AND AVOID CUTTING EXISTING REBAR STEP 3:WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE J 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 8 ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO � =∎•11111, 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL.THESE TOP LAYERS ' , 4 GIN FN , NOTED OTHERWISE. OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL n qtr 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. WEATHERPROOFING NOTES RUBBER TAPE ONTO THE UNDERLYING CABLE. ¢� N ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE ,-- ' CONCRETE MASONRY NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE WEATHERPROOFING CONNECTORS AND GROUND KITS: SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. X 3.6 A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER D. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: W vA I' • GON 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 (WHICHEVER IS GREATER).IF NO DIRECTION IS PROVIDED,WEATHERPROOFING MUST BE DONE TAPE-2 INCHES WIDE. ' • O �4y 18 2. MORTAR SHALL BE TYPE"S"(MINIMUM 1,800 PSI AT 28 DAYS). PER THE FOLLOWING INSTRUCTIONS. �� O 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD 2. REQUIRED TOOLS:KNIFE OR SCISSORS. R ALW 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. SHRINK AND COMPLETELY WRAPPED WITH 2 INCH W 3-4-14 IDE ELECTRICAL TAPE OVERLAPPING STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR Y� EACH ROW BY APPROXIMATELY W AND EXTENDING PAST THE CONNECTION BY TWO INCHES TO REMOVE ALL GREASE AND DIRT. I CPM PROJECT NO. 7211 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING AS DISCUSSED BELOW;OR WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF STEP 2 START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES PREUMINARY ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW.OR FROM THE CONNECTOR/GROUND KIT.MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 1 THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF APPLICATION. NO. DATE D/C DESCRIPTION 1.5 INCH WIDE SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, 0 01-09-14 CL/CB 90%CD REVIEW 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS SHALL TAPE AS DISCUSSED BELOW. MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO BE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT. B. COLD SHRINK INSTALLATION PROCEDURE: ITSELF. 7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT'UNITS. 1. REQUIRED MATERIAL:COLD SHRINK TUBE,SPACERS AS NEEDED.BLACK ELECTRICAL TAPE-2 INCHES WIDE STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF SUBMITTAL 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN 2 REQUIRED TOOLS:KNIFE AND TAPE MEASURE OVERLAP(0.75 INCH WIDE)LAYERS. NO. DATE D/C DESCRIPTION EXCESS OF 4'-0"OF HEIGHT. STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR STEP 5:WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. 0 02-18-14 CUBU BP SUBMITTAL TO REMOVE ALL GREASE AND DIRT.MARK THE MAIN FEED(LARGER DIAMETER)COAXIAL 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START STEP 6: TO TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE DIMENSION FOR THE COLD SHRINK. FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT.CUT THE TAPE USING KNIFE ■ 10.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. STEP 2:SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGAMATING TAPE DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES.MAKE THE USING THUMB PRESSURE. SITE NUMBER 11.REINFORCING BARS-SEE NOTES UNDER"STRUCTURAL CONCRETE NOTES"FOR REQUIREMENTS. CONNECTION. STEP 3:REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE STEP 7:TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN P003XC047 12.PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND MASONRY DIRECTLY BEHIND THE CONNECTOR.REMOVE THE WAX PAPER FROM THE OTHER SPACER ALTERNATING DIRECTIONS.THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN CCI SITE#879526 UNITS. HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE PRESS THE SPACER HALVES TOGETHER.THE SPACER WILL BE PLACED NEXT TO THE REPELLED. SITE NAME 13.LOW LIFT CONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET. CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 8:WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TI GARD STEP 4:SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH.THESE TOP TWO LAYERS MUST 14.ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN THE DIMENSION MARK.HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT ALSO BE WRAPPED USING A SHINGLED EFFECT.THE LAYERS SHALL BE WRAPPED SO THAT SITE ADDRESS DRAWINGS OR SPECIFICATIONS. THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE 8777 SW BURNHAM STEP 5:WITH YOUR FREE HAND,BEGIN REMOVING COLD SHRINK TUBE CORE.THE CORE WILL SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP TIGARD,OR 97223 15-CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE CONTAINING REINFORCING STEEL. THE ATTACHED CORD AWAY FROM THE TUBE. SELF-AMALGAMATING TAPE ONTO THE UNDERLYING CABLE.ALL LAYERS OF TAPE SHALL BE 16.REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS.LAYING PATTER AND STEP 6.USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE JOINT TYPE. TUBE BEGINS TO COLLAPSE INTO POSITION.CONTINUE THE UNWINDING PROCESS UNTIL THE SHALL NOT BE PULLED OR STRETCHED.ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SHEET TITLE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. SCISSORS. 17.SAND SHALL BE CLEAN,SHARP AND WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST.LUMPS. STEP 7:EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES GENERAL • SHALE,ALKAU OR ORGANIC MATERIAL. CAN BE REMOVED OR LEFT IN PLACE.EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. NOTES 18.BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. SHEET NO. G N-3 • • DRAWING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF LINEAR FEET \`V AGL ABOVE GRADE LEVEL MAX MAXIMUM o 1 AWG AMERICAN WIRE GAUGE MECH MECHANICAL Sprint ' AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER APPROX APPROXIMATELY MIN MINIMUM S II I-I S 11 F.1 (/ AZ AZIMUTH MISC MISCELLANEOUS 1.101 WIR 10OMIR WW1 PROW0I10R TX 70000^4116 BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) N CAB CABINET MW MICROWAVE ..` 1 � � � U E CL CENTERLINE NEC NATIONAL ELECTRICAL CODE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPLICABLE Cascadia PM CONC CONCRETE OC ON CENTER 5501 NE 109TH COURT,SUITE A-2 VANCOUVER,WA 98662 COND CONDUIT OD OUTSIDE DIAMETER PH.360.865.9200 CONST CONSTRUCTION OP OVERHEAD POWER CONT CONTINUOUS OT OVERHEAD FIBER J I � � . -.� CPM CASCADIA PM OPP OPPOSITE ia�� ►��_ D/C DRAFTER/CHECKER PL PROPERTY LINE O U\y O 'INE- �, DEMO DEMOLISH PLYWD PLYWOOD Cr 7 18 : l DIA DIAMETER PM PROJECT MANAGER CS. DIM DIMENSION PROJ PROJECT UJ VA 1' • GO 1, ' 0 ■ DN DOWN PROP PROPERTY L DTL DETAIL PT PRESSURE TREATED 010 0 '44 18 Oe DWG DRAWING RO ROUGH OPENING 3-4-14 y' ALW 1 EA EACH ROW RIGHT OF WAY CPM PROJECT NO. 7211 I ELECT ELECTRICAL RRH REMOTE RADIO UNIT PRELWINARY i ELEV ELEVATION RED REQUIRED NO. DATE D/C DESCRIPTION 0 01-09-14 CL/CB 90%CD REVIEW EQ EQUAL SBTC SOLID BARE TINNED COPPER EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR SHT SHEET _ SUBMITTAL " NO. DATE 0/C DESCRIPTION FIN FINISH SPEC SPECIFICATION 0 02-18-14 CUBU BP SUBMITTAL FLR FLOOR SD SQUARE FT FOOT,FEET SS STAINLESS STEEL SITE NUMBER GA GAUGE STL STEEL P003XC047 GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL CCI SITE#879526 GC GENERAL CONTRACTOR TOC TOP OF CONCRETE SITE NAME GWB GYPSUM WALL BOARD TOM TOP OF MASONRY TIGARD GR GRADE THRU THROUGH SITE ADDRESS GRND GROUND TNND TINNED 8777 SW BURNHAM TIGARD,OR 97223 HVAC HEATING.VENTING 8 AIR CONDITIONING USC UNIFORM BUILDING CODE 1 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 I INSUL INSULATION VERT VERTICAL SHEET NO. INT INTERIOR WP WATERPROOF JBOX JUNCTION BOX W/ WITH G N 4 LB(S) POUND(S) W/0 WITHOUT 1