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Plans POR TIGERS HS rvo • 16580 SW 85TH AVE � ��� on PORTLAND, OR 97224 ver I Z 0 Ill *CENTERLINE SOLUTIONS CONSTRUCTION DRAWINGS VECTOR e n • i n e e R • PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE NAME: POR TIGERS HS APPLICANT SHEET DESCRIPTION I SITE ADDRESS: 16580 SW 85TH AVE VERIZON T1.0 TITLE SHEET 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. PORTLAND,OR 97224 5430 NE 122ND AVE PORTLAND,OR 97230 A1.0 OVERALL SITE PLAN 2. PROPOSED REMOVAL OF NINE(9)PANEL ANTENNAS,AND THREE(3)REMOTE LATITUDE: 45°23'59.40"N(45.399833°N) A1.1 ENLARGED SITE PLAN RADIO UNITS(RRU'S),WITH INSTALLATION OF SIX(6)PANEL ANTENNAS W/RET LONGITUDE: 122°45'46.40"W(-122.762889°W) PROPERTY OWNER EQUIPMENT AS REQUIRED,FIFTEEN(15)REMOTE RADIO UNITS(RRU'S),AND SOURCE: SARZAR CLEAN WATER SERVICE A2.0 ELEVATION FIVE(5)NEW SURGE PROTECTORS(TWO(2)LOCATED NEAR EQUIPMENT AND 2550 SW HILLSBORO HWY " THREE(3)LOCATED NEAR ANTENNAS). PARCEL NUMBER: 2S113B000600 HILLSBORO,OR 97123 A3.0 ENLARGED ANTENNA PLANS I A ZONING CLASSIFICATION: I-P A3.1 ANTENNA MOUNT DETAILS �/,i!�Sn'7 JURISDICTION: CITY OF TIGARD,OR CONSTRUCTION MANAGEMENT RF1.0 PLUMBING DIAGRAM Y GOVERNING CODES GROUND ELEVATION: 170'AMSL VERIZON j l GOVERNING CODES TOP OF(E)STRUCTURE: 55'AGL 5430 NE 12 DR A7230 VENUE GN1.0 GENERAL NOTES \�.` GINE 50 '' JOSEPH KAHSING ' �!y('' ,KCR OREGON STRUCTURAL SPECIALTY CODE,2014 EDITION(2012 IBC) OCCUPANCY GROUP: U PH:503.307.0035 `� 7818 jPE CONSTRUCTION TYPE: II-B T. NEC-2014,NATIONAL ELECTRICAL CODE ZONING AND PERMITTING CONSULTANT BLACK ROCK CONSULTING r-- - t i 'i PROJECT VICINITY MAP 1100 MELODY LANE,STE139 sx, #( A D.A.COMPLIANCE ROSEVILLE,CA 95678 _,,°-„L. +. 1P OREGON BRANDON GLOWER INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. 1 4.006,%00.0.117'14.0 _ # PH:503.208.5319 , j. 16 HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. ■ :r+• 1 - SITE ACQUISITION CONSULTANT I U i`° 2 2017 FR IP rtr B «MOP,. MAO**, BM Fawn BLACK ROCK CONSULTING J 1 06/05/17 ,C AL`{,- sovommott w . I 1100 MELODY LANE,STE 139 DRAWING LEGEND -' ROSEVILLE,CA 95678 "- < a (' OF I EXPIRES 12/31/2017 vy BRANDON GLOWER - --- --- SUBJECT PROPERTY LINE PH:503.208.5319 v ; , t+' ' 31 I; °��. !,, ICP PROJECT NO.: VER-16-0131-49 I - - ADJACENT PROPERTY LINE satairis, PROJECT ENGINEER OF RECORD COAX COAX COAX ROUTE LOCATION "`"A ) VECTOR STRUCTURAL ENGINEERS - PRELIMINARY , `651 W.GALENA PARK BLVD,SUITE 101 HYBRID HYBRID HYBRID CABLE ROUTE - NO. DATE D/C DESCRIPTION ` DRAPER,UT 84020Q20 /� OH-T OH-r- _ C�bb�0. ' 9� �70 01-13-17 LUGS 90%CD REVIEW OVERHEAD TELCO ROUTE € + 8' THE INFORMATION CONTAINED IN THIS SET OF 1 04-26-17 LUGSDB/EG CPM COMMENT OH-F OH-F OVERHEAD FIBER ROUTE ,y ' N REVIEWED 7 /. 1I T,��T/'+ARD .�- CONSTRUCTION DOCUMENTS IS PROPRIETARY 2 05-10-17 MS/MS CLIENT COMMENT 1 f �-.- �s ) �QR CO �+C�iIR��PLLt .L' �r17► THAN THAT WHICH RELATES TO VERIZON OTHER-. BY NATURE.ANY USE OR DISCLOSURE OH-P OH-P OVERHEAD POWER ROUTE ) TN MN _ SUBMITTAL UG-r UG-T ;'` *saCORPORATION SERVICES IS STRICTLY UNDERGRND.TELCO ROUTE f Approved: PROHIBITED. NO. DATE D/C DESCRIPTION UG-F UG-F UNDERGRND.FIBER ROUTE -`. _ E �� UG-P UG-P UNDERGRND.POWER ROUTE y p� - 0 06-05-17 MS/MS BP SUBMITTAL F/P F/P FIBER/POWER ROUTE S p -�h /�+t x x x NEW/EXISTING FENCE �""" �' Y C" l rrNAL CONSTRUCTION DRAWINGS SIGN OFF ��� �1�� � �' SITE NAME: 0 ELEVATION MARKER ® DETAIL REFERENCE DRIVING DIRECTIONS Suite#� _ ar°"�WERSSHALL CLEARLY PLACE INITIALS ADJACENT TOEACH 7 REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED POR TIGERS HS © FROM VERIZON PORTLAND,OREGON OFFICE: B L� �L (� CONSULTANT SIGNATURE DATE SECTION MARKER 1. GET ON 1-84 W/US-30 W FROM NE 122ND AVE AND NE FREMONT ST 6 MIN(2.4 M} 3J 1 �'T�ACQUISITION ® 2. HEAD SOUTHWEST ON NE 122ND AVE TOWARD NE WHITAKER WAY(1.0 MI) PERMITTING CONSULTANT SITE ADDRESS: 3. TURN RIGHT ONTO NE FREMONT ST(1.0 MI) 16580 SW 85TH AVE 4. TURN LEFT ONTO NE 102ND AVE(0.2 MI) RF ENGINEER: PORTLAND,OR 97224 5. I) 6. FOL OWN GHT TO MERGE I 84 W/US-30 W AND 105 S O 1-84 /OR 99W S US-30 W SW BARBURWARD OBV DD/PACIFIC HWY W.TAKE EXIT 294 OFFICE COPY CONST.MNGR. FROM 1-5 S 16 MIN(14.2 MI) OPS MNGR. 7. MERGE ONTO 1-84 W/US-30 W(6.1 MI) PROJECT MNGR. SHEET TITLE 8. USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM(0.4 MI) REGULATORY REV. TITLE ® 9. MERGE ONTO 1-5 S(1.1 MI) 10.KEEP RIGHT AT THE FORK TO STAY ON I-5 S,FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM(6.3 MI) DEV.MNGR. 11.TAKE EXIT 294 FOR OR-99W W TOWARD TIGARD/NEWBERG(0.3 MI) SHEET ' 12.TAKE SW PINE ST TO SW 85TH AVE IN METZGER 4 MIN(1.2 MI) ' 13.MERGE ONTO OR-99W S/SW BARBUR BLVD/PACIFIC HWY W Know what's below. 14.CONTINUE TO FOLLOW OR-99W S/PACIFIC HWY W(0.3 MI) Call before you dig. 15.TURN RIGHT ONTO SW 69TH AVE(495 FT) SHEET NO. 16.TURN LEFT ONTO SW PINE ST(0.8 MI) 17.TURN LEFT ONTO SW 85TH AVE(413 FT) T1 •0 ESTIMATED TIME: 39 MINUTES ESTIMATED DISTANCE: 17.8 MILES 0 A ADJACENT I i.....1AAD2ACENTZONING II0 'J ADJACENT ZONING ® El L R-12 NOTE: vr'zov' SW DURHAM RD SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL IMAGES,DEED AND SITE PHOTOS. -- 7747 --- • • El �1 I ADJACENT ZONING ADJACENT ZONING R-12(HD) *CENTERLINE R-4.5 > I__ +fl 2 AM_ 0 SOLUTIONS leeVP (E)ADJACENT PROPERTY LINE ai • OK-(TYP)\ INGRESS/EGRESS FROM L• SW 85TH AVE I :,, ECTOR _) PARKING LOTT noineaRs PARKING 268'± I- - `�SW SCHAEFFER LN ( ��������� 1\ - - VERIZON WIRELESS PROJECT AREA I(1/1111111111111 I ISEE SHEET A1.1 +i )N7r_r_r_i_c-C-1-7: ,,, ADJACENT ZONING I jIP A'7I � C....- - E. w TURgC IC? I I _ of 44S/ 78187PE i1 I v ADJACENT ZONING v- .4- I (E)TREE(TYP) iii I I I OREGON ARE :50.2S1138 00600 CRSS ry� 16 " I AREA:50.38 ACRES 1 I ' 295'± I I � • , 06/05/17 A'- I //a,+ ''' EXPIRES 12/31/2017 (E)BUILDING(TYP) - - - - - - - I I • // Itit / ICP PROJECT NO.: VER-16-0131-49 1 I5 - PRELIMINARY 9.x./ / NO. DATE D/C DESCRIPTION 0 01-13-17 LUGS 90%CD REVIEW /� 1 04-26-,7 DB/EG CPM COMMENT / 2 05-10-17 MS/MS CLIENT COMMENT J / SUBMITTAL ADJACENT ZONING I-P I00 / a NO. DATE D/C DESCRIPTION / 0 06-05-17 MS/MS BP SUBMITTAL _ _ ±1 0 0 I // I / (E)RR TRACKS (E)LINE OF TREE / CANOPY(TYP) SITE NAME: POR TIGERS HS I I / I ADJACENT ZONING 77SITE ADDRESS: 9�0 / PARK 16580 SW 85TH AVE PORTLAND,OR 97224 I // SHEET TITLE / (E)SUBJECT PROPERTY LINE / // (TYP) I / / 15.9, OVERALL - 1 N SITE PLAN TN MN 75'± - ADJACENT ZONINGW E R-4.5f------ - SHEET NO. `j) S Al .0 1 OVERALL SITE PLAN SCALE:1"=300'-0 (11X17) 0' is (E)VERIZON SURGE PROTECTOR (E)VERIZON SURGE PROTECTOR OVP BOX TO REMAIN (E)FIBER CABINET OVP BOX TO REMAIN (E)FIBER CABINET I I (E)CABLE BRIDGE (E)ILC CABINET (E)CABLE BRIDGE (E)VERIZON DIPLEXERS TO BE / (N)VERIZON SURGE (E)ILC CABINET viov# REPLACED,TYP OF(6) (E)SAFETY CABINET r PROTECTOR,TYP OF(2), (E)SAFETY CABINET I _ __ _ _ _ I /// MOUNT TO(E)ICE BRIDGE POST l n n ANTENNA NA % ^off I �i S iii ANTE(E) NNA NA / ; . :-r� � oQ • Y ,-. _..*S___•rr . .7 •CENTERLINE S �' L t 1' •�'ri sr 4 'MMq HYBRI7 Q�� �Y � SF "J co / J �� �� ,��ti 30 T �y�, , {\ o ) IEcToR /Gq�M %•' �_\ (E)VERIZON BATTERY / COQ (0 Q144,41 __71 \�o 0s' q S CABINET TO REMAIN V 8 L/q �c 0 �7MtT09(8 FMcTO N BATTER(E) YCABINEToho o\sr O-\ y 300�� (3)(E)VERIZON RF vJJ� Uy� (rj i (96.0 TO REMAIN pQ ;AZ' ° o\Q (FSGr« (1)(E)VERIZON ANTENNA TO CABINETS TO REMAIN % ��g Q 00° j`r (2)(E)DIPLEXERS TO REMAIN, (3)(E)VERIZON RF /U%p ,C -ygy7M REMAIN,TYP.EACH SECTOR `� �pQ p TYP.,EACH SECTOR CABINETS TO REMAIN c' zV COQq�7SFC /;; (2)(E)DIPLEXERS TO REMAIN, O o - ZT ° co ° T - (E)VERIZON 850 r k o (N)VERIZON RRU'S,NP.OF(5) Q�� Q „ Q o0MU7, 0,9 TYP.,EACH SECTOR5 ,, (E)ANTENNA MOUNT - PER SECTOR,TOTAL OF(15) QvJ Qr sx,/y`x pC /� ANTENNA TO REMAIN& Z$- , �� AZIMUTH=±270° '. Qy J� ii3p S (E)VERIZON SURGE BE RELOCATED,THIS / Q Jr'Z' (N)GAM (2)(N)VERIZON ANTENNA'S a �S(F / PROTECTOR OVP BOX TO SECTOR ONLY / Q' Q MA SECTpq TYP.EACH SECTOR � PgA /‘416141;14".C1.0 q�MBE REMOVED&REPLACED, t-,, pQ (850/pCs/7p (N)VERTICAL MOUNT PIPE TO BE �\ti(N)GA I 0) 4 Q9STYP OF(1)PER SECTOR, / Vp MMA SECT UTH=280° �I• MOUNTED BETWEEN(E)MOUNT a,x �� r !v<y OP, do g2iyF�T 09 TOTAL OF(3) / Q, AZIMUT ws�>00) j PIPES,SEE 1/A3.1 .4.`�0 . J � 7Y�xqW (E)VERIZON RRU TO BE Q'r S H'1,280, 41� (N)VERIZON SURGE PROTECTOR, ` � 3� REPLACED,TYP.OF(1)PER Qv J� °` TYP OF(1)PER SECTOR,TOTAL OF i. 9 � . SECTOR,TOTAL OF(3) / ��ti ,i=+ (3),MOUNT TO(E)ANTENNA PIPE (N)SECTOR (� (E)PENTHOUSE ,:p Q' /a i I/ 78187PE / (E)PENTHOUSE \ MOUNT,SEE 2/A3.1 (E)ANTENNA MOUNT a Al (E)ANTENNA MOUNT OREGON (E)ANTENNA MOUNT • .?� AZIMUTH=±90° AZIMUTH=±270° AZIMUTH=±90° �� n r �6 ��� (3)(E)VERIZON ANTENNA'S TO BE REPACED.,TYP.EACH SECTOR F % 6/05/17 '` AL,` (3)(E)VERIZON HYBRID CABLES / (3O) HYBRID CABLES © ri WIRES 12/31/2017 I TO REMAIN j Iii • r� (6)(E)VERIZON COAX CABLES m/ �� , - TO REMAIN (6)(E)VERIZON COAX CABLES �� CP PROJECT NO.: VER-16-0131-49 TO REMAIN :� / PRELIMINARY NO. DATE D/C DESCRIPTION (E)ROOF ACCESS HATCH / 0 01-13-17 LL/GS 90%CD REVIEW 1 04-26-17 DB/EG CPM COMMENT _ � •- 2 05-10-17 SUBMITTALNT COMMENT ..� 1 (E)PARAPET WALL (E)PARAPET WALL NO. DATE D/C DESCRIPTION /� 0 06-05-17 MS/MS BP SUBMITTAL (E)ROOF ACCESS HATCH /A,_ ...ci (N)VERTICAL MOUNT 24”CENTER TO CENTER TYP.NEW ANTENNA'S r: SITE NAME: PIPE TO BE BETWEEEN MOUNTED TT '• 5 _- PIPES,(SEE 1/A3.1 POR TIGERS HS / :e i / COAX ►rmiu COAX ►u_ieiu •-• c s. l•�e�ei :�L��I 1 �'y,.,�1.:` / ----iiiii` )7)))`% 77',)9/ ///A iiiiiiiiiiiiiiiiiiiiiiiiiiiii�irii��iiiiiiiii._/-trill n 'c-' iiry iiiiiii Z o vm vm ,m am F-o SITE ADDRESS:S: D•- NN Zapr z zm O + m mm +oNg. 16580 SW 85TH AVEc S S D a C-1 -4 PORTLAND,OR 97224x y. y 7. = D m mm ZI- NZ 7 n n n S➢cf, N Lo 2 Cji QD yO -F p opa O a - zQ �Oo9 S SHEET TITLE W o ENLARGED o _ 15.90 "3, 0 15.9° / N i N ANTENNA PLANS TN MN o $ TN MN • I/ O - f' W VE SEE A3.0 FOR ANTENNA SCHEDULE W E SHEET NO. s S SCALE:1/8"=1'-0"(11X17) 0' 4' 8' 16' SCALE:1/8"=1'-0"(11X17) 0' 4' 8' 16' A1 • 1 1 ENLARGED ANTENNA PLAN - EXIST SCALE:1/4"=,'-0"(22X34) 2 ENLARGED ANTENNA PLAN - FINAL SCALE:1/4"=,'-0"(22X34) NOTE: NOTES: PM/GC TO VERIFY PAINTING REQUIREMENTS WITH NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE ■ JURISDICTION PRIOR TO ORDERING SUPPORT PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. �'� STRUCTURES,ATTACHMENTS,ANTENNAS,AND OTHER VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. nv' APPURTENANCES. ---- --- Vgbh C/L(N)VERIZON ARES SEE 1/A3.0 WIRELESS ANTENNAS 'r ' *CENTERLINE HL SOLUTIONS (E)TOP OF BUILDING 55'-0" (2)(N)VERIZON ANTENNAS TYP.EACH SECTOR (E)ANTENNA'S 1-1 (E)BUILDING (5)(N)VERIZON RRU'S (OTHER CARRIER) VECTOR nl TYP.EACH SECTOR ° ° (1)(N)VERIZON SURGE PROTECTOR OVP'S TYP.EACH SECTOR I PR+pc T i c� (E)GRADE 0'-0" 78187PE (170'AMSL) OREGON SCALE:1"=20'-0"(11X17) 0' 10' 20' 40' to"? 16, 16:5°44�`� 1 EAST ELEVATION - FINAL SCALE:1"=10'-0"(22X34) •• AL`s 06/05/17 EXPIRES 12/31/2017 CP PROJECT NO.: VER-16-0131-49 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 01-13-17 LUGS 90%CD REVIEW 1 04-26-17 DB/EG CPM COMMENT 2 05-10-17 MS/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 06-05-17 MS/MS BP SUBMITTAL SITE NAME: POR TIGERS HS SITE ADDRESS: 16580 SW 85TH AVE PORTLAND,OR 97224 SHEET TITLE ELEVATION a SHEET NO. SCALE:NTS(11X17) A2'O 2 NOT USED SCALE:NTS(22X34) ANTENNA AND ANCILLARY EQUIPMENT SCHEDULE ANTENNA T PECIFODEL C TIR MECH.NTIELEC.NTI CUAN I CABLE ' SECTOR QTY.(N)/(E)SERVICE TYPE DIMENSIONS WEIGHT C/L AZIMUTH EQUIPMENT SPECIFICATION DOWNTILT DOWNTILT QUANTITY TYPE ALPHA 1 (E) 850 BXA-70063-8CF 11.2"W X 5.1"D X 94.6"L 24 LBS 59' 30° 0` 0° 2(E) 1 5/8"COAX y 1 (N) 850/PCS/700 JAHH-65C-R3B 13.8141 X 8.21)X 95,76"L 80 LBS 59' 30° 0° 0° 1(E) 1.09"HYBRID 1 (N) 850/AWS/700 JAHH-65C-R3B 13.8"W X 8.2"D X 95,76"L 80 LBS 59' 30° 0° 0° - - ili 1 (N) 850 RRUS-12 18.5"W X 7.5"D X 20.4"L 58 LBS N/A 1 (N) PCS RRUS 32 13.5"W X 10.8"D X 27.6"L 75 LBS N/A *CENTERLINE 1 (N) AWS RRUS32 13.5"W X10.8"D X27.6"L 75LBS N/A sOLIITIOIiSS 2 (N) 700 RRUS-11 17.0"W X 7.2"D X 19.7°L 51 LBS N/A 1 (N) SURGE PTCTR.OVP BOX(RXXDC-3315) 10.3"W X 15.7"D X 19.2"L 32 LBS N/A --- 2 (E) DIPLEXER(CCDP-663-1 W) 7.5"W X 2.6"D X 3.5"L 5 LBS VECTOR BETA 1 (E) 850 BXA-70040-4CF 23.9"W X 7.9"D X 47.5"L 25 LBS 59' 170° 0° 0° 2(E) 1 5/8"COAX . . I (N) 850/PCSn00 JAHH-65C-R3B 13.8"W X 8.2"D X 95.76"L 80 LBS 59' 170° o° 0° 1(E) 1.09"HYBRID ANTENNA LAYOUT AND AZIMUTHS FOUND ON A1.1 1 (N) 850/AWS/700 JAHH-65C-R3B 13.8"W X 8.21D X 95.76"L 80 LBS 59' 170° 0° 0° - - 2 (N) 850 RRUS-12 18.5"W X 7.5"D X 20.4"L 58 LBS N/A 1 (N) PCS RRUS 32 13.5"W X 10.8"D X 27.6"L 75 LBS N/A 1 (N) AWS RRUS 32 13.5"W X 10.8"D X 27.6"L 75 LBS N/A 2 (N) 700 RRUS-11 17.0"W X 7.2"D X 19.7"L 51 LBS N/A i (N) SURGE PTCTR.OVP BOX(RXXDC-3315) 10.3"W X 15.7"D X 19.2"L 32 LBS N/A 2 (E) DIPLEXER(CCDP-663-1 W) 7.5°W X 2.6"D X 3.5"L 5 LBS GAMMA 1 (E) 850 BXA-171090-8CF 6.1"W X 4.1"D X 48.2"L 9.2 LBS 60' 300° 0° 0° 2(0) 1 5/8"COAX 7y��' TUN 1 (N) 850/PCS/700 JAHH-65C-R3B 13.8"W X 8.2"D X 95.76"L 80 LBS 59' 280° 0° 0° 1(E) 1.09°HYBRID .' 4. 1 (N) 850/AWS/700 JAHH-65C-R3B 13.8"W X 8.2"D X 95.76"L 80 LBS 59' 260° 0° 0° / ' i 2 (N) 850 RRUS-12 18.5"W X 7.5"D X 20.4"L 58 LBS N/A �..T - _ k 1 (N) PCS RRUS 32 13.5"W X 10.8"D X 27.6"L 75 LBS N/A 15.9. �,/ ..1%1 (N) AWS RRUS 32 13.5"W X 10.8°D X 27.6"L 75 LBS N/A N V 2 (N) 700 RRUS-11 17.0"W X 7.2"D X 19.7"L 51 LBS N/A TN MN 4 78187PE I (N) SURGE PTCTR.OVP BOX(RXXDC-3315) 10.3"W X 15.7"D X 19.2"L 32 LBS N/A 2 (E) DIPLEXER(CCDP-663-1W) 7.5"W X 2.6"D X 3.5"L 5LBS _ W E OREGON 3ROUND 1 (E) SURGE PTCTR.OVP BOX(RXXDC-3315) 12.2"W X 16.7"D X 29.1"L 32 LBS S °04‘1)' / 2 (N) SURGE PTCTR.OVP BOX(RXXDC-3315) 12.2"W X 16.7"D X 29.11_ 32 LBS /-1 Y 161 _L R( 6 (E) DIPLEXECCDP-663-1 W) 7.5"W X 2.6"D X 3.5"L 5 LBS 2 ANTENNA PLAN - EXISTING SCALE:3/16"=,'-0"(11X17) 0' 5' 10 06/05/17 Al. SCALE 3/8"=,'-o"(22X34) I EXPIRES 12/31/2017 I r • 1 CP PROJECT NO.: VER-16-0131-49 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 01-13-17 LL/GS 90%CD REVIEW 1 04-26-17 DB/EG CPM COMMENT 2 05-10-17 MS/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 06-05-17 MS/MS BP SUBMITTAL SITE NAME: ANTENNA LAYOUT AND AZIMUTHS FOUND ON A1.1 POR TIGERS HS SITE ADDRESS: 16580 SW 85TH AVE PORTLAND,OR 97224 SHEET TITLE 15.9. ENLARGED - N ANTENNA PLANS TN MN a W E SHEET NO. S A3.0 1 ANTENNA AND COAX/FIBER SCHEDULES 3 ANTENNA PLAN - PROPOSED SCALE:3/16"=,'-0"(11X,7) 0' NI EN immEimm 5' 10' SCALE:3/8"=1'-0"(22X34) MI MI - (N)VERIZON ANTENNAS,TYP.OF(2) : 1. CO 1. COAX JUMPER AND HYBRID CABLE TO BE (N)2-3/8"O.D.ANTENNA ■ LASHED TO ANTENNA SUPPORT PIPES& MOUNTING PIPE,TYP.OF(3) v r' STANDOFFS WITH CONVENTIONAL COAX CLIPS. - 2. STRUCTURAL VERIFICATION OF THE(E) (2)(E)&(1)(N)A ANTENNA STD(3 /PIPE MOUNT Y PARAPET WALL AN THE OVERALL BUILDING STRUCTURE TO SUPPORT PROPOSED LOADS (E)VERIZON ANTENNA(850)RELOCATED HERE a _ _ ,l TO BE BY OTHERS. (N)5-0",2-3/8"O.D.HORIZ.MOUNTING PIPES *CENTERLINE ATTACHED TO(E)VERTICAL ANTENNA MOUNT PIPE W/CROSSOVER KITS -4 SOLUTIONS 1 (N)2-3/8"O.D.HORIZ.MOUNTING PIPE e O o r_7,-1 eO J �e ATTACHED TO(E)&(N)VERTICAL ANTENNA (N)2-3/8"O.D.HORIZ.BRACE, MOUNT PIPES W/CROSSOVER KITS [QNt \ TYP.OF(2),TO ATTACH TO(N) HORIZ.FACE PIPE W/ (E)VERIZON DIPLEXERS,TYP.OF(2), SITEPRO1 PUCK ASSEMBLY ) /Ec'T'OR ATTACHED TO(N)MOUNT PIPE� OR APPROVED EQUAL s n o i o g v (N)2-3/8"O.D.HORIZ.MOUNTING PIPE o ATTACHED TO(E)&(N)VERTICAL ANTENNA ao MOUNT PIPES W/CROSSOVER KITS c (N)5'-0",2-3/8"O.D.HORIZ.MOUNTING PIPES v ATTACHED TO(E)VERTICAL ANTENNA (N)2-3/8"O.D.ANTENNA MOUNT PIPE W/CROSSOVER KITS ri it 61.6----@ I-4 P1 - MOUNTING PIPE s a� 1 e— (N)2-3/8"O.D.HORIZ.BRACE, - TYP.OF(2),TO ATTACH TO(N) (N)ANTENNA MOUNT WITH 9 �• =\ ; 1 r' o s s ` Arrangement ofant na itrrynet CENTERLINE ma^teh arrangement on the tower SOLUTIONS SECTOR 1 ' SECTOR 2 SECTOR 3 VECTOR AWS AWS is i4iYS a c n o 1 n e ■ w • dS0 Mit 351!LTE 859 ill 859 MHz .85a7 MHz 24'o®pw ie r 24'mailer lle ad.ta mast l4 to • amado i 4 '. 1C * 1[ •i .1 * 31- E. If `l l l!1]U6'1j- I 111 lit ! I I LibuJLee U 0 - t II I 11 I t - Lt7uuu Uuied J7.1 "R rtS T I iE. 78187PEJ Xii __ ; OREGON Cs • , 1 I —� Si --el'—'D''-1 _rl ""V� , 06/05/17 4%.1 ALt°F p EXPIRES 12/31/2017 . ICP PROJECT NO: VER-16-0131-49PRELIMINARY g ! NO. DADIO 0 01-13-17TE LL/GS 90%CDDESCRREVIE 1 04-26-17 Di_ CPM COMMPTIENNWT 2 05-10-17 MS/MS CLIENT COMMENT 4 I SUBMITTAL I NO. DATE D/C DESCRIPTION 0 06-05-17 MS/MS BP SUBMITTAL .. SITE NAME: Tower POR TIGERS HS She4t r 700—R 13 A SITE ADDRESS: -RRUS Band 16580 SW 85TH AVE PORTLAND,OR 97224 I 800—RRU8 Band 5 AWS-3—RRU S Rand 66A SHEET TITLE PLUMBING DIAGRAM t • SHEET NO. RF1 .0 GENERALNOTocCUPIEDSPECiALIZEDMOBILERADIOFACILITY. STRUCTURAL STRUCTURAL TNOTES DRAWINGABBREVIATIONSFACILITY1. THE IS LINEAR FEET ■ verizon11/ _. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM .t INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL J, 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE40 C E N T E R L I N E FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER SOLUTIONS WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, _ - DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL VECTOR MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT CM CONSTRUCTION MANAGER MTZL METALIZE(D) ■ n • i n e e a s CODES OR REGULATIONS TAKE PRECEDENCE. BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY _ AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL CAB CABINET MW MICROWAVE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY WIRELESS OR THE ARCHITECT/ENGINEER. BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE CLG CEILING NIC NOT IN CONTRACT INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE REGULATIONS. NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING FOR LOADS DUE TO CO COPPER N/A NOT APPLICABLE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY COMPLETED WORK,ETC. CONC CONCRETE OC ON CENTER TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION A - UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND OF SUCH ITEMS. / T COND CONDUIT OD OUTSIDE DIAMETER > WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. /2 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWERI PF 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-Al OBC WITHIN 5ffi (� 1 0 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER `- _ k - SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE / • 41‘, 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE 78187PE WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES D/C DRAFTER/CHECKER PL PROPERTY LINE 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED TO WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OREGON WORK. OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER ^ L 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT (� !L 16 �"�� PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE �1 THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY R ALS LANDLORD. 06/05/17 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL PT PRESSURE TREATED I EXPIRES 12/31/2017 I t 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES • IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY I CP PROJECT NO.: VER-16-0131-49 I 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT PRELIMINARY PROJECT COMPLETION. ENGINEER. ELEV ELEVATION REQ REQUIRED NO. DATE D/C DESCRIPTION 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 0 01-13-17 LL/GS 90%CD REVIEW OTHER SIMILAR WORK. AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER 1 04-26-17 DB/EG CPM COMMENT ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER 2 05-10-17 MS/MS CLIENT COMMENT 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. DESIGN AUTHORITY AND THE BUILDING OFFICIAL. EQUIP EQUIPMENT SF SQUARE FEET SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTI9LITIES WHETHER C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS EXT EXTERIOR SHT SHEET NO. DATE D/C DESCRIPTION ` SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION 0 06-05-17 MS/MS BP SUBMITTAL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL 18. ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED,UNLESS NOTED OTHERWISE. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL SITE NAME: EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE OR DETERIORATION. GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL POR TIGERS HS CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM AND NOTIFY ENGINEER OF RECORD IF ANY DAMAGE,DETERIORATION OR DISCREPANCIES BETWEEN A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GWB GYPSUM WALL BOARD TOM TOP OF MASONRY SPECIAL INSPECTION 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH SITE ADDRESS: AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE 16580 SW 85TH AVE 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION. GRND GROUND TNND TINNED PORTLAND,OR 97224 INSPECTOR. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM F3125 GRADE A325 BOLTS(5/8"DIA. HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, UNO),GALV.PER ASTM F2329,AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL HORIZ HORIZONTAL UG UNDERGROUND STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. INCLUDE HEAVY-HEX NUTS AND STANDARD CUT WASHERS. SHEET TITLE HT HEIGHT UNO UNLESS NOTED OTHERWISE GENERAL 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA ROUGINSPECHTTOTTHE E8TING REQUIREMENTS APPLY EQUALLY TOH ALL BIDDER R AL ENGINEER. COMPONENTS. GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER NOTES 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER UF UNDERGROUND FIBER s- 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL IN INCH VIF VERIFY IN FIELD USED IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE SPECIAL INSPECTION: a REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSUL INSULATION VERT VERTICAL AND FURNISHES EVIDENCE OF COMPLIANCE. SHEET NO. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS. INT INTERIOR WP WATERPROOF //''�� 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT N .0 SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN JBOX JUNCTION BOX W/ WITH V CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICC REPORT. LB(S) POUND(S) W/O WITHOUT WORKMANSHIP PROVISIONS.