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Plans OFFICE ('.flpv FICE. COPY PROJECT SCOPE verizonvHEC T SHEET INDEX q verizon I. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY FOR VERIZON. MAR %%,, TI.O TITLE SHEET 2. PROPOSED INSTALLATION OF THE FOLLOWING 7- �� L11a� A1.0 OVERALL SITE PLAN VERIZON EQUIPMENT ON THE ROOFTOP: p C6, r p��� 1 I�� A 1.0 ENLARGED SITE PLAN `` THREE(3)ANTENNAS BUILDlI Ul;/ nJ A 1�,' A3.0 ELEVATIONS OFFICE- COPY+ ^`�T - A4.0 EQUIPMENT SCHEDULE&ANTENNA PLANS 44/iA • CITY OPTTC A5.D EQUIPMENT SPECIFICATIONS BLACK ROCK REVIEWED FCR CODE COMPLIANCE P O R TIGERS HS RFI.0 RF PLUMBING DIAGRAM APP + - '[.J GN1.0 GENERAL NOTES § IT5ERVICEU OTC: 2101 4N1 AVE A.SUITE 309 Y_: j�, J��] 16580 SW 85TH AVE LTNEI•. 9BSDs Penult# Llti i ! l I -(DQ OS C J aeDESIGNSER CAPITLLDE91DN9ERVICE9-CO M TIGARD, OR 97224 Address: 1 r,,si © R 1U Suite#: BIr: Data �,2y_ 11 MODIFICATION CONSTRUCTION DRAWINGS VECTOR SOSIFISSIRS PROJECT 'CONTACTS PROJECT INFORMATION DRIVING DIRECTIONS • DRAWN BY: IG APPLICANT: SITE NAME: POR TIGERS HS FROM VERIZON OFFICE IN PORTLAND,OREGON: CHECKED BY. GS VERIZON WIRELESS ADDRESS: 16580 SW 85TH AVE 5430 NE 122ND AVE TIGARD,OR 97224 1. GET ON 1-84 W/US-30 W FROM NE 122ND AVE AND NE FREMONT ST 6 MIN(2.4 MI) DRAWING VERSION PORTLAND,OR 97230 JURISDICTION: CITY OF TIGARD 2. HEAD SOUTHWEST ON NE 122ND AVE TOWARD NE WHITAKER WAY(1.0 MI) VER. DATE DESCRIPTION PROPERTY OWNER: PARCEL#: 25113B TIGARD 3. TURN RIGHT ONTO NE FREMONT ST(1.0 MI) I 12/01/20 PRELIM CX DRAWINGS CLEAN WATER SERVICE ZONING: FP 4. TURN LEFT ONTO NE 102ND AVE(0.2 MI) 2 Ol/15/21 CLIENT COMMENT - 2550 SW HILLSBORO HWY 5. TURN RIGHT TO MERGE ONTO 1-84 W/US-30 W TOWARD PORTLAND(0.2 MI) 3 02/03/21 CLIENT COMMENT HILLSBORO,OR 97123 6. FOLLOW I-84 W/US-30 W AND I-S S TO OR-99W S/SW BARBUR BLVD/PACIFIC HWY W.TAKE EXIT 294 LATITUDE: 45°23'59.3988"N(45.399833°N) FROM LS S 16 MIN(14.2 MI) 4 02/25/21 FINAL CX DRAWINGS SITE ACQUISITION AGENT: LONGITUDE: 122°45'46.4004"W (-122.762889°WI 7. MERGE ONTO 1-84 W/US-30 W(6.1 MI) BLACK ROCK CONSULTING SOURCE: REDS • PO BOX 1744 GROUND ELEVATION: 170'ASML 8. USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM(0.4 MI) •'THE INFORMATION CONTAINED IN THE SET OF DOCUMENTS IS 9.,U is J/e TUALATIN.OR 97062 9. MERGE ONTO 1-5 S(1.1 MI) PROPRIETARY BY NATURE ANY 11SF OR DISCLOSURE OTHER THAN THAT ` BRANDON GLOWER IE)STRUCTURE HEIGHT: 55' 10. KEEP RIGHT AT THE FORK TO STAY ON 1-5 S,FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM(6.3 MI) WHICH RELATES TO THE OWNER IS STRICTLY PROHIBITED. �� PH:503.454.6622 11. TAKE EXIT 294 FOR OR-99W W TOWARD TIGARD/NEWBERG(0.3 MI) �k vf�l t1 `.$` OCCUPANCY: U 12. TAKE SWPINESTTOSW85THAVEINMETZGER4MIN(1.2MI) GOVERNING CODES c; 4r /o MI ZONING/PERTTING AGENT: GROUP: II-B BLACK ROCK CONSULTING 13. MERGE ONTO OR-99W S/SW BARBUR BLVD/PACIFIC HWY W 2019 OREGON STRUCTURAL SPECIALITY CODE Q- 9380 P PO BOX 1744 14. CONTINUE TO FOLLOW OR-99W S/PACIFIC HWY W(0.3 MI) TUALATIN,OR 97062 15. TURN RIGHT ONTO SW 69TH AVE(495 FT( - 2017 OREGON ELECTRICAL SPECIALTY CODE BRANDON GLOWER 16. TURN LEFT ONTO SW PINE ST(0.8 MI) PH:503.454.6622 17. TURN LEFT ONTO SW 85TH AVE(413 FT) 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE RF ENGINEER: 2014 MECHANICAL SPECIALTY CODE � �� �C VERIZON5430 NE 122ND AVE ESTIMATED TIME:39 MINUTES tnC' 1(.}" 1� �- \`, PORTLAND,OR 97230 ESTIMATED DISTANCE:17.8 MILES 2017 NFPA 70 NATIONAL ELECTRICAL CODE `S �� CIND PREETI PATHANJALI VICINITY MAP LOCALIZED MAP 2014 OREGON FIRE CODE I CONSTRUCTION MANAGER: .. °„ . ..._.. t 2018 INTERNATIONAL BUILDING CODE EXPIRES: 6/30/2021 VERIZON WIRELESS •--•_°- 5430 NE 122ND AVE Mar., T,S,011 •I t •x..,. - ��' �°� 02/25/2021 PORTLAND,OR 97230 • '�""'""""1 Ha nixxie7w u,..:.o:`"°°"'a' •.w..°Ru . A.D.A.COMPLIANCE • NATHANIEL KUHNS °°x1TA . - _ 'd"'�r^•Qlmaaunw�+a M INSTALLATION IS UNMANNED/NOT FOR HUMAN PROJECT INFORMATION � _ 1 9 *;-,,,Mx4a..3HQ HABITATION,HANDICAP ACCESS IS NOT REQUIRED ENGINEER OF RECORD: METZGER a"^•°� f Mo. 1 SErriMw0WMMRQ .�.exe 9 IrW• PER A.D.A. ier, VECTOR STRUCTURAL ENGINEERING """""°°'0 Qam...waE- r�WA� ® POR TIGERS HS 651 W.GALENA PARK BLVD.,SUITE 101 °tlFQ Q 9 APPROVALS 16580 SW 85TH AVE DRAPER,UT84020 I • WELLS L.HOLMES,SE M°"" 0 'etas'--o * PE1WEBT a.Mx.....,y TIGARD,OR 97224 PIT:801.990.1775 wvQ ' 9 o - t °„lw. `°�"°O•m°"^ FINAL CONSTRUCTION DRAWINGS SIGN-OFF E W M PROJECT AREA • 0.. O Q 9 "'REVIEWERS SHALL PLACE INITIALS ADJACENT TO EACH PROJECT AREA o.Mm _ _.. uxvw L4D� Rx.MyEE,m REDWE NOTE AS DRAWINGS ARE BENG REVIEWED. LR „ ,. Q M�.a ASV- SHEET TITLE a �9° M1 13 Q f. E CONSULTANT/PRINTED NAME SIGNATURE DATE IAi I � '""a'M""9 SITE ACQ.: .TTL imp • TITLE SHEET � a,�=i3 r PERMITTING: liar .IR.x III• RF MGR: SI cn ro1I Q ana a;oRa,.vpho _ A R - 41, CONST.MGR: a 111 1•,m.°P a SHEET NO. m �,• s° via °" OPS.MGR: lwmi�uMrvdm® PROJ.MGR: Know what's below. - F Ax ' Call before you dig. 9 . ElRR°tlT REG.REVIEW: T 1 ,O r .,m_. a '° F DEV.MGR: _ ,- NOTE: ,;•. � ❑ ❑❑❑❑� � ❑❑'�I O ADJACR-19ONIMG: THESE DRAWINGS ARE GENERATED FROM MULTIPLE SOURCES VerIZO11^'/' -- - INCLUDING,BUT NOT LIMITED TO.GIS MAPS,AERIAL MAPS,PHOTOS, SW DURHAM RD. IMAGES,AND TOPOGRAPHIC SURVEY(IF PROVIDED). 714± i g:- Ti, ` • ADJACENT ZONING. CE 1 4/14A ADJACENT ZONING: I A CI, `'-' --- BLACK ROCK R-4.5 -4 rF -. J (El RESIDENCE(TYP) I • t - --- ITAI DESIGN SERVICE. y (E)OPEN FIELD z"r Il INGRESS&EGRESS I ajy`e o AVE E.9850 aca FROM S W BSTH AVE 268'3 - - 0`3600.9 i s a730 SW SCHAEFFER LN. - _ _ram,,-.r--i-v-r' i (E)TREE CANOPY(TYP) ww++.cnPlrn�oeel0necnvlcee.co,+ I 1 I) . - .��,�.�... , ' --- (E)BUILDING(TYP) I .. � r -' VECTOR r n S I IF E E R S I 1 287•*-. i DRAWN BY. JCS � CHECKED BY: GS ADJACENT ZONING: I "'���-�3� •�-�� 4P I W r (E)TREE(TYP) � DRAWING VERSION pi' - i VER. DATE DESCRIPTION PROJECT AREA a 0t ADJACENT ZONING: I 12/01/20 PREUM CX DRAWINGS o FP 2 01/15/21 CLIENT COMMENT I VWµ ( 3 02/03/21 CLIENT COMMENT (E)PROPERTY LINE(ADJACENT PARCEL) I - PARCEL#: 251138000600 I 4 02/25/21 FINAL CX DRAWINGS SIZE: 50.38 AC I V ZONING: FP I 295't.1/ I- J� (EI PROPERTY LINE(PRIMARY PARCEL) �`(E)WATER TREATMENT - X 2!,. . 9 TANKS(TYP) .%c_� ,C) �N61Q: a- 3fy �x /� � L 9380.P -r ? ( (E)BUILDING(TYPJ r)/ 41),� ADJACENT ZONING: / (tq91 / „ � . r ./ � S ' + v , �`S 10, �0� FP f( rfr r( C IN4 ES: 6/30/202 1 r rr 44 r 02/25/2021 , 1 /. PROJECT INFORMATION I / rrr� POR TIGERS HS 1 i 16580 SW 85TH AVE I / ((� TIGARD,OR 97224 Pl+I / / /( N SHEET TITLE ! --7- � OVERALL SITE PLAN 4) I,, SHEET NO. 1 OVERALL SITE PLAN n x vscALE:I'=Soo-a o' NI N' 60' A 1 .0 22 X34 SCALE:I••=150-0• M • fl• verizoni tEl VERIZONSURGE PROTECTOR MOUNTED TO (E)CABLE BRIDGE POST.TYP OF(3)TO REMAIN � (E)VERIZON 7-0"WIDE I (E)VERIZON GPS ANTENNA ALPHA SECTOR a CABLE BRIDGEON(E)CABLE BRIDGE POSTVP d4PA BLACK ROCK I I IGA PITAL DESIGN SERVICES I I I I I I I I 'JIDI OTM AVEE ELJITE 202 OLV MPIA.WA 965D6 1 I , I � 260.915.67E0 �� � I �� WWW.CAPITALDESIDN9ER VICE9.COM Ask GAMMA SECTOR ' J (EJ VERIZON FIBER CABINET MOUNTED ON EQUIPMENT PLATFORM TO REMAIN ' (E)VERIZON ILC CABINET MOUNTED ON ^ ..... --- EQUIPMENT PLATFORM TO REMAIN ,�/ECTOR (E)VERIZON SAFETY BOX MOUNTED e n s I n E e R S ON EQUIPMENT PLATFORM TO REMAIN ALPHA SECTOR a I • L11111) •Cli (EJ VERIZON EQUIPMENT DRAWN BY: JG -C CABINETS ON MOUNTED ON ® • ..DRAWN BY: GS, �° (E)EQUIPMENT PLATFORM f �` DRAWING VERSION (EJ ROOFTOP y VER. DATE DESCRIPTION , ® (�� \I\,` 1 12/01/20 PRELIM CX DRAWINGS �� 2 01/15/21 CLIENT COMMENT (E)ROOFTOP CONDUIT TO REMAIN UNDISTURBED 342 02/03/21 CLIENT COMMENT �� 4 02/25/21 FINAL CX DRAWINGS Ii S GAMMA SECTOR n I C T x NIP �,� PRJ� r co p 4 9380 P 0 D • Xi71 Jq / 0 \ U' if- (E(PARAPET— ^ I / i 4F(`S Y 10 '1Q o\, c I (E)PENTHOUSE J _ 1. f N D 1T1 0 0 . EXPIRES; 6/30/2021 t 02/25/7021 , (E)ROOF HATCH; m PROJECT INFORMATION ROOFTOP ACCESS < i O 7 POR TIGERS HS _ 16580 SW 85TH AVE rn VaRI I Y Rla rnax TIGARD,OR 97224 1 ... BETA SECTO'® N SHEET TITLE 0 (._ :) ENLARGED SITE PLAN • A3.0 SHEET NO. 1 ENLARGED SITE PLAN uxv SCALE:r=1o'-0 0' IN �' 1-. /\2,0 22 X 34 SCALE'. I"=5'-0 ii . —(E)PENTHOUSE verizon _ (E)VERIZON ANTENNA TIP HEIGHT dp VARIES;SEE SHEET A4.0 9F i 0 1 O 1 Th1 I w wind r IEI TOP OF PARAPET AL 44A t5PET BLACK ROCK ,PITAE DESIGN SERVICES Cil 11 014T SUITE 322 OLYMPIA.WA 99506 900 0.9 9,5.5.6')50 W W W.OAPITALOESION9ENV,CES.COM 11:1) I J YECTOR E I'1 E I Il E E R S (E)BUILDING DRAWN BY: JG� CHECKEDY: GS, DRAWING VERSION VER. DATE DESCRIPTION 1 12/0I/20 PRELIM CX DRAWINGS _ (E(GRADE 2 01/15/21 CLIENT COMMENT I ' 0'-0" 3 02/03/21 CLIENT COMMENT 4 02/25/21 FINAL CX DRAWINGS 1 EXISTING SOUTH ELEVATION 1X17 SCALE:1/16"=1'(Y' D' . 8' 16' 2' 22 X 34 SCALE:1/32"=1'-0" ` c 'C T Ll Ti)H NOTES: A I. THE PROJECT CM/PM TO VERIFY ANY —(El PENTHOUSE ,Gj `�611• �EP.• REQUIRED PAINTING REQUIREMENTS FOR CJ PROPOSED TOWER,ANTENNAS,ANCILLARY (E)&(N)VERIZON ANTENNA TIP HEIGHT 9380 P ' � , � EQUIPMENT,CABLES,AND HARDWARE PRIOR - — — VARIES:SEE SHEET A4.0 TO ORDERING/INSTALLING EQUIPMENT. 2. NEW OR REPLACEMENT ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS 0 c { -� ► REQUIRED BY VERIZON. F B �� -i1 II z ai FII (E)TOP OF PARAPET / /.. l Z Yi. 10, EXPIRES: 6/30/2021 02/25/2021 PROJECT INFORMATION I 1 POR TIGERS HS 16580 SW 85TH AVE I TIGARD,OR 97224 iLl BUILDING---NN SHEET TITLE ELEVATIONS • SHEET NO. (E)GRADE 0'-0" 1 NEW SOUTH ELEVATION I1X17 SCALE:1/16'=i'-0" • 0' . 8' is �' /q3.O 22 X 34 SCALE:1/32'=1'-0" ■ — (E)VERIZON EQUIPMENT CABINETS ON MOUNTED ON(E)EQUIPMENT (E)PENTHOUSE verizon PLATFORM TO REMAIN (EJ VERIZON ANTENNA TIP HEIGHT • i VARIES;SEE SHEET A4.0 R a -I I I "E rq ,- (E)TOP OF PARAPET Ath, 4aa 54.5' N. BLACK ROCK 4 DESIGN SERVICE S 1J2I0t<TH AVE E SUITE 2O2 OLYMPIA.WA 99806 360.915.6750 WWW.CAPITALOESIONSEPV1289.60l4 ♦ - I I )VECTOR E n 9 I n E E R 9 (E)BUILDING DRAWN BY: JG CHECKED BY: GS DRAWING VERSION VER. DATE DESCRIPTION _ _ I 12/01/20 PRELIM CX DRAWINGS (E)GRADE 2 01/15/21 CLIENT COMMENT tii 3 02/03/2I CLIENT COMMENT 4 07/75/91 FINAL CX DRAWINGS 11X17 SCALE:I/16"=ILO o' a' 16' 32' 1 EXISTING WEST ELEVATION 72X34 SCALE:1/32""=I'-0" �� p C T f/.9 NOTES: (.x GPQ£ ,..7 I. THE PKOJECI CM/PM IO VERIFY ANY 1E)VERIZON EQUIPMENT CABINETS \^��1�� F ,SS�. ON MOUNTED ON(E)EQUIPMENT E PENTHOUSE REQUIRED PAINTING REQUIREMENTS FOR (E) Lc� PLATFORM TO REMAIN PROPOSED TOWER,ANTENNAS,ANCILLARY (E)&(N)VERIZON ANTENNA TIP HEIGHT 9380 9 P (--- i EQUIPMENT,CABLES,AND HARDWARE PRIOR -- VARIES:SEE SHEET A4.0 TO ORDERING/INSTALLING EQUIPMENT. 11 . I/r d , 2. NEW OR REPLACEMENT ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS ~ Z REQUIRED BY VERIZON. rI I l q (E)TOP OF PARAPET / r ���,z, (vim ±54.5' ( ��-, es IINO ''' EXPIRES: 6/30/2021 02/25/2021 , PROJECT INFORMATION I POR TIGERS HS • 16580 SW 85TH AVE TIGARD,OR 97224 • (E)BUILDING SHEET TITLE ELEVATIONS SHEET NO. 1E1 GRADE 1 NEW WEST ELEVATION nxvscALE:u16=1-0' CTs' Is 3z A3. 1 22 X 34 SCALE:1/32"=I'-0" M El - • ♦ • GENERAL NOTES: VERIZON ROOFTOP EQUIPMENT SCHEDULE ■Mp■ ' 1. THE PROJECT CM/PM TO VERIFY ANY REQUIRED PAINTING REQUIREMENTS FOR I verizon : PROPOSED TOWER,ANTENNAS,ANCILLARY EQUIPMENT,CABLES,AND HARDWARE EXIST/ MECH. ELEC. DIMENSIONS WEIGHT CABLE CAEI I PRIOR TO ORDERING/INSTALLING EQUIPMENT. SECTOR NEW QUANTITY TIP HT AZIMUTH DOWNTILT DOWNTILT MR EQUIPMENT MODEL PORT (L x W x D) (LBS) CABLE TYPE QTY LENGTH 2. STRUCTURAL ANALYSIS/DESIGN TO BE PERFORMED VECTOR STRUCTURAL EXIST 1 64.0' 30° 0° 4° 4° 0° COMMSCOPE JAHH-65C-R3B OCT 95.7"x 13.8"x 8.7' 93.9 - - - ENGINEERING. EXIST I 64.0' 30° 0° 4° 4° 0° COMMSCOPE JAHH-65C-R3B OCT 95.7'x I3.8"x 8.7' 93.9 - - - - 3. ANTENNAECTORSTRUCTURAL/ANCILLARY ENGINEERING.NIPMENT MOUNT ANALYSIS/DESIGN TO BE PERFORMED EXIST 1 63.9' 30° 4° 0° AMPHENOL BXA-70063.8CF SINGLE 94.7"x 1 L7 x 5.2" 39.2 I-5/8'COAX 2)E) 120 LF Z IA VECTOR - 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NECESSARY TOWER NEW 1 62.1' 50° 0° 3° NIA VZEDI SUB-6GHz N/A 30,4"x 15.9"x8.1" 81.6 - - - RIGGING PLANS THAT ARE SUBJECT TO OWNER APPROVAL. ALPHA EXIST I - - - - ERICSSON RRU32 B2 - 27.6"x 12.5"x 7.4" 56.0 - - - 5. THE GENERAL CONTRACTOR SHALL REFER TO THE FINAL STRUCTURAL ANALYSIS FOR EXIST 1 - - - - ERICSSON RRU32 B66A - 27.6"x 12.5"x 7.4" 56.0 - - - BLACK ROCK CABLE PLACEMENT. EXIST 1 - - - - ERICSSON RRU 4449 - 18.0'x 13.7'x 9.4" 70.0 - - - ANTENNA NOTES: EXIST 1 - - - - COMMSCOPE CBC78T-DS-43 - 6.4"x 6.9"x 4.8' 10.4 - - - • EXIST 1 - - - - RAYCAP RXXDC-3315-PF-48 - 29.5"x 16.5"x 12.6" 32.0 1.56"HYBRID 1(E) 120 LF I. THE GENERAL CONTRACTOR SHALL VERIFY FINAL ANTENNA/ANCILLARY EQUIPMENT EXIST 1 64.0' 190° 0° 7° 7° 5° COMMSCOPE JAHH-65C-R38 OCT 95.7'x 13.8"x8.2" 93.9 - - - CAPITAL DESIGN SERVICE:: PLACEMENT.MODEL,QUANTITY,AZIMUTH,ETC.W/CLIENT RF REPRESENTATIVE PRIOR TO EXIST 1 64.0' 190° 0° 7° 7° 2° COMMSCOPE JAHH-65C-R38 OCT 95.7'x 13.8"x 8.2" 93.9 - - - 2101 °rH AVE E.SUITE SO2 ORDERING AND COMMENCING EQUIPMENT INSTALLATION. - o�260,A.WA SSSOE EXIST 1 62.0' 170° 8° 0° AMPHENOL BXA-70040-4CF SINGLE 94.6"x23.9"x7.Y 65.2 I-5/B"COAX 2(E) 751E 2.6750 2. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE SUITABILITY OF ANTENNA MOUNT - - - www.caaITuosSlo aSEnVICES.com AT SPECIFIED TOWER/POLE ELEVATION PRIOR TO ORDERING MATERIALS. NEW 1 62.1' 170° 0° 3° N/A VZE01 SUB-6GHz N/A 30.4"x 15.9"z 8.1" 81.6 3. REFERENCE MANUFACTURER MANUALS FOR MOUNTING INFORMATION FOR ALL BETA EXIST I - - - - ERICSSON RRU32 82 - 27.6"x 12.5"x 7.4" 56.0 - - - PROPOSED EQUIPMENT,AS NEEDED. EXIST I - - - - ERICSSON RRU32 866A - 27.6"x 12.5"x 7.4" 56.0 - - - EXIST I - ERICSSON RRU 4449 - 18.0'x 13.2"x 9.4" 70.0 - - - CABLE NOTES: EXIST I - - - - COMMSCOPE E C C - 6.4"5" x 657' 412" 10.4 - VECTOR EXIST I - - - - RAYCAP RXXDC-3315-PF-48 - 29.5"x 16.5'x 12.6" 32.0 1.56'HYBRID 1(E) 75 LF I. ALL EXISTING AND PROPOSED CABLE LENGTHS ARE APPROXIMATE.THE GENERAL CONTRACTOR SHALL FIELD VERIFY LENGTHS PER FINAL MOUNTING CONFIGURATION EXIST 1 64.0' 290° 0° 2° 1° 0° COMMSCOPE JAHH-65C-R3B OCT 95.7"x 13.8"x 8.2" 93.9 - - - E n S I n E E > s AND STRUCTURAL ANALYSIS. EXIST I 64.0' 290° 0° 2° 1° 0° COMMSCOPE JAHH-65C-R38 OCT 95.7'x 13.8"x8.7 93.9 - - - 2. ALL CABLE INSTALLATIONS SHALL CONFORM TO CURRENT CARRIER STANDARDS. EXIST 1 63.9' 300° 0° 0' AMPHENOL BXA-70090-EBF SINGLE 94.6"x 8.0"x 5.9" 38.2 1-5/8"COAX 2(E) 120 LF 3. ALL CABLE INSTALLATIONS SHALL BE WEATHERPROOFED,GENERAL CONTRACTOR TO NEW I 62.1' 290° 0° 3° N/A VZED1 SUB-6GHz N/A 30.4"x 15.9"x8.1" 81.6 - - - DRAWN BY: JG PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE APPLICABLE. GAMMA EXIST I - - - - ERICSSON RRU32 B2 - 27.6"x 12.5"x 7.4" 56.0 - - - 4. ALL INSTALLED CABLES TO BE COLOR CODED W/TAPE TO INDICATE ANTENNA SECTOR CHECKED BY: GS BASED ON CURRENT CARRIER STANDARDS. EXIST 1 - - - - ERICSSON RRU32 B66A - 27.6"x 12.5'x 7.4" 56.0 - - - 5. COLORED ELECTRICAL TAPE SHALL DENOTE END OF EACH CABLE AND JUMPER AS EXIST I - - - - ERICSSON RRU 4449 - 18.0"x 13.2"x 9.4" 70.0 - - - DRAWING VERSION CLOSE TO THE END AS POSSIBLE(NOT TO INTERFERE WITH WEATHERPROOFING KIT). EXIST I - - - - COMMSCO PE CBC78T-DS-43 - 6.4"x6.9"x4.8' 10.4 - - - VER. DATE DESCRIPTION EXIST I - - - - RAYCAP RXXDC-3315-PF-48 - 29.5'x 16.5'x 12.6" 32.0 1.56"HYBRID 1(E) 120 LF 1 12/01/ZIT PRELIM CX DRAWINGS GROUND EXIST 3 - - - - RAYCAP _RXXDC-3315-PF-48 - 29.5"x16.5'x 12.6" 32.0 - - 2 01/15/21 CLIENT COMMENT 3 02/03/21 CLIENT COMMENT 1 NOTES 2 EQUIPMENT SCHEDULE 4 02/25/21 FINAL CX DRAWINGS I ��" g vap�r'� , (E)EMPTY PIPE MOUNT TO BE RE-USED(TYP OF 1 !N G gyp? \ ,r'? aQlf 3/ qql (N)VERIZON SUB 6GHz t0 Jeb `\' P Ji PER SECTOR.3 TOTAL �ZM .144 OR, SECTOR,TOTAL OF(3)NNAS,TYP OF(I)PER Q`I,P�'� S 9380 P T ii T k,4 7- 'Nit T 22� SUBzq • �� << qM ,��H R,yNT .. ��4. AO�• ;'° �O„^ ` e,52��y iti 4, ,-,4-.__:. _ �O�- cam'\ �2=3 ..*-- v w y' ����C7 �°6°0'I (E(VERIZON RRU32,TYP OF(2)PER ,, •. 5-A �Q�A•° 't'H,T \�,�0�• fie\• `S I ND NO\' /il4' SECTOR,TOTAL OF(6),TO REMAIN S '� �T ? / ,4 (E)VERIZON RRU32,TYP OF(2)PER ¢�,�' P'� ,,O• (E)PARAPET (E)VERIZON RRU4449,TYP OF(I)PER '`e,4- ¢�•.. (E)PARAPET-� SECTOR,TOTAL OF(6).TO REMAIN `T.I ¢'Z',V. �teV� WIRES: 6/30/2021 SECTOR,TOTAL OF(3),TO REMAIN , P Qv _ e e„. (E)VERIZON RRU4449,TYP OF II)PER , &�'D� asks. n7/75/7n71 iki SECTOR,TOTAL OF(3).TO REMAIN �� C P J )E)VERIZON DIPLEXER, ��e )E)VERIZON ANTENNAS,TYP OF TYP OF(2)PER SECTOR, ,, (E)VERIZON ANTENNAS, `���� PROJECT INFORMATION EI G (3)PER SECTOR.TOTAL OF(9), TOTAL OF(6),TO REMAIN TYP OF(3)PER SECTOR, ((E( OFI(20)PERN I SECTOR, •\'`q ► TOTAL OF(9),TO REMAIN bliu'1Mq s TO REMAIN OR RELOCATED TO I . ? ECZO , DUAL MOUNT BRACKETS fJ Qq TOTAL OF(6),TO REMAIN ► TOR, FN q A/,14UMA4,9SfC ,. II• � POR TIGERS HS °( NZ !F Gq qWs �' H'29 70RgN x� 16580 SW 85TH AVE --ury.q seC70 - 'f1-r1' ell /E G BsO 't'Nq •_�.. 1E:.L,'(: �-% ?Pp° R /q"^^+q /g1yS ,1 � _ �,_._ ■ • TIGARD,OR 97224 /PCs/ I-:l- :lei.' �0°/ /87yTpN� �(I!�'�'". N •..Iy, Ls Pam. �'. : Q N ° 1 Z3 Za 3m ) 4/-' Q w0 3� �� '. SHEET TITLE ,wQ CD / Z o �,� y Z. z" N `� Z �) EQUIPMENT SCHEDULE F w 7 ^' Q 2 U, m a ten. •x N)JMA DUAL MOUNT ANTENNA ! n Cl I S O e p N BRACKET(#BSAMNT-S83-2-3)OR ',I g U; �°A ,• N w$ A'E.' I APPROVED EQUAL AT GAMMA <° tia NA & ANTENNA PLANS Q a Q'-' m AND BETA SECTORS-SEE 2/A5.0 ¢" c➢ g (E)VERIZON SURGE PROTECTOR, m Z �� E VERIZON SURGE PROTECTOR, u5 �� G1 z i / SHEET NO. TYP OF(I)PER SECTOR,TOTAL w,- w F y ` OTYP OF(1)PER SECTOR,TOTAL W',�F, -D OF(3),TO REMAIN �. OF(3),TO REMAIN 3 EXISTING ANTENNA PLAN nxn SCALE:NTS 4 NEW ANTENNA PLAN nxn SCALE:NTS A4.0 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS ANTENNA ANTENNA BRACKET AN verizor DIMENSIONS: MODEL#: (E)3-1/2''STD ANTENNA PIPE LENGTH: 30.4" BSAMNT-SBS-2-3 WIDTH: 15.9" DEPTH: 8.1" DIMENSIONS: dfiaiA WEIGHT: 81.6 LBS �. HEIGHT: TBD FREQUENCY BAND: WIDTH: TBD DEPTH: TBD IN)VERIZON ANTENNA SUB 6GHz WEIGHT: 67.5 LBS BLACK ROCK MANUFACTURER - BRACKETS NEED PER ANTENNA: Pa, 1 "^ LL II T.B.D. - 4 6: (2)BRACKETS CA Cill PITAL CESI n SERVICES 6-8: 131 BRACKETS ,y4 x 2101 <,H s r_ z NOTES: - ty TTT1 ¢ awMc BS MANUFACTURER: asa i:HSEaVICES EON MOUNT ANTENNA PER o www E<P,.aEo MANUFACTURER RECOMMENDATIONS. COMMSCOPE NOTES .tea •� MOUNT PER MANUFACTURER ir , VECTOR:6 ,3. RECOMMENDATIONS - (E)PARAPET "B �• E n o , n E E R s _ iff (F)5/8"Qi HIITI KWIK BOLT-TZ EXPANSION , ANCHOR W/3 1/4'MIN.EMBED.OR(E) `w% I. •DRAWN BY: JG .5/8"HILTI HIT-HY 200 MAX EPDXY GROUTED J THREADED ROD W/31/4'MIN.EMBED.TYP LL ,CHECKED BY: GE OF(2)PER CONNECTION.(4)TOTAL PER NOTE:GENERIC IMAGE SHOWN MOUNT(VERIFY) > DRAWING VERSION n I VER- DATE DESCRIPTION ' 1 12/01/20 PRELIM CX DRAWINGS 2 01/15/21 CLIENT COMMENT 3 02/03/21 CLIENT COMMENT 4 02/25/21 FINAL CX DRAWINGS • 1 SUB 6GHz ANTENNA SPECIFICATIONS X17 SCALE:NTS 2 DUAL MOUNT ANTENNA BRACKET „X175CALE NTS 3 ANTENNA MOUNTING DETAIL X175CALE NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS 22 X 34 SCALE: NTS l 9 C T (I,Q.4 S .c6\ `;\dI±A t 3/ C> F ®Ga 9380 P l c4 y 10, 2c:�s'N' l'sCIND1�0 EXPIRES: 6/30/2021 I 02/25/202 1 1 PROJECT INFORMATION POR TIGERS HS 16580 SW 85TH AVE TIGARD,OR 97224 SHEET TITLE s EQUIPMENT SPECIFICATIONS • SHEET NO, 4 NOT USED X175CAL NTS 5 NOT USED „X,7SCAL 6 NOT USED Xl7 SCALE:NTS A5'0 22 X34 SCALL E: NTS 22 X34 SCALE: HIS 22X 34 SCALE: NTS verizon (005061,305061) POR-TIGERS HS [3 Sector-((700/850/PCS/AWS1/AW53:4x4& RET)+ 850 NR)+850 CDMA+L-Sub61 'ail BLACK ROCK I' .--CAPITAL DESIGN SERVICE, SECTOR 1 SECTOR 2 SECTOR 3 1101 1 OOLYMPIw ww 985vsa°a 560 915.6750 I 30.I 11901 I . .caPllu°ESIONSERVICES.Con 29°1 I SOMA I ew,.�; vcs ltc I I �170 ® 1® I e°aau I 7100 I. I� • �. 7001.1E AO 11E 170.1 $Coy a asour/HI 34X1�I �oi7E/N. asol r.,.c.,a,,,;ri�i:lii MLL .lµ WPM Va.° 'Met. 19 1 ..KA SIM ll.IS IUD 1&M Y l3 6 B NL M if 3. _ H9 1611Lh M— > 111.I1.. s1 i.,i.4a�„ ,= -,11 .i-H „1..1. 1... IP !I �� i� h i � r °u� �.1��� �� LL VECTOR li I I I I I ` E n o n s R s a .I� . . I . c o e(el c o .. .l.Ic oa e,° c ola 11 a e1 0 . 'I'I°I= LJL^i ' ,IL_ �,wWnu�E. ..„ Ia ,.1 menus DRAWN BY: JG� 1°pil'AVaRI l� oe T va LJ T -^ t ICHECKED BY: GS ♦ al°jclol. Al clole .am59. osmium; I DRAWING VERSION 0 n hJ LJ iI 11' VER. DATE DESCRIPTION L L 1 12/01/20 PRELIM CX DRAWINGS 2 01/15/21 CLIENT COMMENT - 3 02/03/21 CLIENT COMMENT 4 02/25/21 FINAL CX DRAWINGS • =[=1 14.CM °i° ( \ 9, C T U P m ' =13a1t"'IS1s °1`1°1' sic �-4 PRQ�- H r. - r di cn y di cr 9380.P tv p ir a]al ala1°1. llxl°I.I sI. alit 1'.151, \ (cC'] $F� ALLY 10, 2� et' S / AND gyp' EXPIRES: 6/30/2021 i 02/25/2021 160 (COMA/ . PROJECT INFORMATION maim RET Control Path Note M.=_=.' POR TIGERS HS All Smart Biases(SRII)/Internal Blas , .. m. fermi AISG RET Controllers are driven : AVE by theBOLD I mper pathways 16580 OA SW OR 9 224 3%.pa Sal .,1„R. TIGARD, 97224 Mat nr a Ian PSR(IR Lidriven SHEET TITLE RRH por14 mono 1111 El RF PLUMBING DIAGRAM SHEET NO. R F 1 .0 GENERAL CONSTRUCTION NOTES SITE WORK NOTES SPECIAL INSPECTION NOTES • 1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(LATEST EDITION),AND 1. DDOTNOT EXCAVATE OR DISTURB BEYOND THE PROPERTY UNES OR LEASE LINES,UNLESS OTHERWISE I. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH ye C'zO ALL OTHER APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION. CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE CARRIER 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER,ARCHITECT,STRUCTURAL INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).SPECIFICATIONS ARE THE 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL. RULING DOCUMENTS,AND ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED ' SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IEOR)PRIOR TO PROCEEDING WITH TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. • CONSTRUCTION. idaiA 4. ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE INSPECTION OF HIGH-STRENGTH BOLTING(PER ALSO 360-10,SECTION NSf: BEEN PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT 3. THE DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION OBSERVATION OF BOLTING OPERATIONS SHALL BE THE PRIMARY METHOD USED TO CONFIRM THAT THE ONLY,UNLESS OTHERWISE NOTED.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL MATERIALS,PROCEDURES AND WORKMANSHIP INCORPORATED IN CONSTRUCTION ARE IN CONFORMANCE B LACK ROC K APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES WITH THE CONSTRUCTION DOCUMENTS AND THE PROVISIONS OF THE RCSC SPECIFICATION. i DRAWINGS. PRIOR TO START OF CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF (I) FOR SNUG-TIGHT JOINTS.PRE-INSTALLATION VERIFICATION TESTING AS SPECIFIED IN TABLE N5.6-1 AND 4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING REMOVING OR ADJUSTING EXISTING UTILITIES. MONITORING OF THE INSTALLATION PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE.THE .=iTo.L. DESIGN SERVICE THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD CONDITIONS 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO QCI AND QM NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS IN SNUG-TIGHT JOINTS. INCLUDING DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN IN THE a,u, err wve c.am re aoa START OF CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS (2) FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE TURN-OF-NUT awwviw,wa 9esos DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION,IS REQUIRED. ANY DISCREPANCIES SHALL BE SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND am.915.6750 BROUGHT TO THE ATTENTION OF THE FOR PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATIONTWIST-OFF-TYPE TENSION CONTROL BOLT METHOD,MONITORING OF BOLT PRETENSIONING METHOD,OR THE METHOD WITH MATCHMARKING TECHNIQUES,THE DIRECT-TENSION-INDICATOR M INSTRUCTION,ANDY FURTHERWORKSHALL R.PERFORMED TO SECURE THESUCH DISCREPANCYUCTION CHECKED SIONING PROCEDURES r+'^'w.c<aIraLocsIaHsemnees.cer+ WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. AND CORRECTED BY THE WORKED AT HIS/HER ER.WNU AND SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT OWN RISK AND EXPENSE. SHALL BE AS SPECIFIED IN TABLE N5.6-2.THE QCI AND QAI NEED NOT BE PRESENT DURING THE 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. IS REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,AND SHOULD THERE BE 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO (3) FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE CALIBRATED ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS AND/OR DESIGN START OF CONSTRUCTION. WRENCH METHOD OR THE TURN-OF-NUT METHOD WITHOUT MATCHMARKING,MONITORING OF BOLT INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2.THE QCI AND QM SHALL BE VECTOR 7. CO NEW AND EXISTINGSHALL BE ADJUSTEDIDJ STRUCTURES T FINISH ON SITE AND IN AREAS TO IN DISTURBED BY 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONSTRUCTION TO ELEVATIONS PRIOR FINAL INSPECTION OF WORK. ENGAGED IN THEIR ASSIGNED INSPECTION N DUTIES DURING INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. e FISIMEER s DIMENSIONS OR CONDITIONS.AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. AS A MINIMUM,BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1,N5.6-2 AND N5.6-3. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION ING WORKR O.AND SHALL RECEIVEOT CLEARLYI WRITING 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS.UTILITIES,ETC.,SHALL BE IN THESE TABLES,THE INSPECTION TASKS ARE AS FOLLOWS: AUTHORIZATION TO PROCEED BEFORE STARTING ON ANY ITEMS NOT DEFINED OR PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND DRAWN BY: JG IDENTIFIED BY THE CONTRACT DOCUMENTS. HEALTH ADMINISTRATION(OSHA)REQUIREMHNTS. 0 - OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE CHECKED BY: GS 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM INSPECTIONS. ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, STANDARD PROCTOR DRY DENSITY. P - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. • DRAWING VERSION TECHNIQUES.SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK QC- QUALITY CONTROL TASKS TO BE PERFORMED BY STEEL FABRICATOR OR ERECTOR UNDER CONTRACT,UNLESS OTHERWISE NOTED. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING QA- QUALITY ASSURANCE TASKS TO BE PERFORMED BY A SPECIAL INSPECTION AGENCY OR INDIVIDUALS VER. DATE DESCRIPTION WITH APPROVED CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. DEFINED BY AWS 85.1,OR INDIVIDUALS QUALIFIED UNDER THE PROVISIONS OF AWS DI.1/D1.1 M I 12/01/20 PRELIM CX DRAWINGS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND 12. ALL FILL SHALL BE PLACED IN UNIFORM UFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH SUBCLAUSE 6.1.4 2 01/15/21 CLIENT COMMENT BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. • ' SHALL CONFORM TO ALL OSHA REQUIREMENTS. 3 02/03/21 CLIENT COMMENT 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN ID HORIZONTAL TO I VERTICAL 4 02/25/21 FINAL CX DRAWINGS 4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS 8 GROUNDS AND SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. ENGINEER. II. CONTRACTOR SHALL BERESPONSIBEFORCOORDINATINGHISWORKWITHTHEWORKOFOTHERSASIT 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, TABLE N5.6-1 ; INSPECTION TASKS PRIOR TO BOLTING 0 T op MAY RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF.THE WORK. THRASH.WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING ` D PRO q CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. INSPECTION TASKS PRIOR TO BOLTING QC QA C /- 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE .�` ��1�; �. '9Ji RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR PROTECTED BY THE GENERAL CONTRACTOR. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P s, ,I, Co REGULATIONS TAKE PRECEDENCE. C] 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY 9 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC. COMPANY.TELEPHONE COMPANY.AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 0 ,f ' 93i80rjr P r. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. OVER THIS LOCATION. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE,BOLT LENGTH IF O O 14. IN DRILLING ENETRATIONSOLES INTO CONCRETE WHETHER FOR THROUGH THE FLOOR FOR CONDUIT RUNS,FASTENING PIE RUNS,ETC.,MUST BERPOSES,OR CLLE CLEARLY UNDERSTOOD STRUCTURAL STEEL NOTES THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) , . '. THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 ,p, (UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL d "V" THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION �( `r '((), • �� 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND ANGLES, ARS CHANNELS:ASTM A36,36 KSI AND HOLE PREPARATION,IF SPECIFIED,MEET APPLICABLE REQUIREMENTS O 0 �S 1. I ND '. BLEND IN WITH ADJACENT SURFACES. HSS SECTIONS:ASTM 500.46 KSI PRE-INSTALLATION VERIFICAITON TESTING BY INSTALLATION PERSONNEL OBSERVED P 0 PIPE SECTIONS:ASTM A53-E,35 KSI AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED � 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.USTED AND FIRE CODE APPROVED MATERIALS. EXPIRES: 6/30/2021 PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS,AND OTHER FASTENER O 0 17. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.EQUIPMENT 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. COMPONENTS 02/25/2021 . NOT CLEAN CONDITIONIFIED S REMAININGDFREE FROMON P INTSPOYOFTHEORSMUONER ES BE REMOVED. EAVE 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES ANDWELDING SHALLCONFORMTO TABLE N5.6-2; INSPECTION TASKS DURING BOLTING CLEAN AND FREE PAINT SPOTS,DUST,L COMPLETIONSMUDGES ANY NATURE.CONTRACTOR PROJECT INFORMATION SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL OF CONSTRUCTION. AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN.PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL BE TOUCHED UP.ALL WELDING 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS SHALL BE PERFORMED IN AN APPROVED SHOP. INSPECTION TASKS DURING BOLTING QC QA RECOMMENDATIONS. 4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325.HOLES TO BE 1/16"DIA.LARGER FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL HOLES AND O O POR TIGERS HS 19. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE THAN BOLT,U.N.O. WASHERS(IF REQUIRED)ARE POSITIONED AS REQUIRED EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING O O 16580 SW 85TH AVE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS OPERATION TIGARD,OR 97224 APPROVAL OF THE ENGINEER. NOTED OTHERWISE. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 0 0 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSCSPECIFICATION, O 0 JURISDICTIONAL OR STATE AND LOCAL GUIDEUNES FOR EROSION AND SEDIMENT CONTROL AND . _ 7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES SHEET TITLE COORDINATED WITH LOCAL REGULATORY AUTHORITIES. _ RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER,LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR CONCRETE WALLS. TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND NOTES ('� REPRESENT THE SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING 8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC 8. GENERAL NOTES CONSTRUCTION IS COMPLETE.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.THIRD PARTY SPECIAL INSPECTION IS INSPECTION TASKS DURING BOLTING QC QA DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. REQUIRED FOR CONCRETE EXPANSION ANCHORS(I.E.SIMPSON STRONG-BOLT 2 WEDGE ANCHORS 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE PER EST-3037(.INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT PERMITTED. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY SHEET NO. COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTUTY AND LOCAL INSPECTION REQUIRED STRUCTURAL OBSERVATION AUTHORITIES. 23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE:STRUCTURE HEIGHT>75'PER IBC 1704.5.1 G N 1 .0 SHOWN IN THESE DRAWINGS AND NOTIFY THE E.O.R.IF ANY DISCREPANCIES ARE FOUND.ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED,U.N.O. • ,;-..2.- :CTION REQUIRED State of c,•••:•':!.-,r, '''ii,i• /Okra! Specialty Code El ConcrEAT. and Rein'forcing Steel sN\15.1. Bolt; inr:tr!• •,- i:1;Thncrete El sin .i .:.:, .,.-:.•- ...1rIci Concrete Frame • 0 Ri:, :,'. - ',,.:.] :-••. T,-;:!..uressing Steel Tendon! 0 0 i-; l, : • - .. 0 F-i,z - - -- .- • -ra Concmie ED 0 „Elotrayi-4.)÷ ,d ''...-Fle-ois'Ave Materials . ,. 0 Piiirvi, F.),ia:c Piars and Caissons • /.7.1 Shoicrete 0 ,ci ,A,- 1 Grading,Excavation andiVing ED Smoke-Control Systems ED Other Inspections erKA\)