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Plans (74) NOTE. Nt SITE PLAN DERIVED FROM EXISTING DRAWINGS,GIS,AERIAL veriZOf - '......".".° IMAGES,DEED AND SITE PHOTOS. _.,......"'" VERIZON PROJECT AREA / CI\ SEE SHEETS A1.1 AND A3.0 % «C E N T E R L I N E SOLUTIONS r" (E)TREE(TYP.) 7///////// \♦ iy i I , �, j ' 1 / (E)ADJACENT PROPERTY LINE (TYP.)�' I Roo! , H ,, 1 l� 78187PE \L(E)BUILDING\ \ I OREGON \ 1/ \, : liri. . ,t,„ * i \ / 1 -VI1: 1 /21 7 / % I EXPIRES 12 ar 017 � ; CP PROJECT NO.: VER-17-0020-29 A. 1 I 1:6, y. I PRELIMINARY'" \ NO. DATE D/C DESCRIPTION I • / // \ . I 0 03-16-17 MS/EG 90%CD REVIEW ft... I ^ '" • r 1 07-20-17 MS/MS CLIENT COMMENT I I SUBIBTTAL ( , I NO. DATE 0/C DESCRIPTION 0 08-04-17 MS/MS BP SUBMITTAL APN:1S135AB03400 I ZONE:MUE-1 - - (E)SUBJECT PROPERTY LINE (TYP.) . L(E)PARKING-1 GARAGE II I I SITE NAME: ' I POR TIGARD I 1 1 I I SITE ADDRESS: 10260 SW GREENBURG RD TIGARD,OR 97223 INGRESS/EGRESS 1 FROM OAK STREET I SHEET TITLE - -- -- -- -- -- -- -- -- -- - OVERALL 5.39° SITE PLAN - TN MN (E)SIDEWALK(TYP.) OAK STREET - \-- W E SHEET NO. Al SCALE:1"=50'-0"(11X17) 0' 25' 50' S 100' .0 1 OVERALL SITE PLANMI � SCALE:1"=25'-0"(22X34) • aMEM= , . /\ verizon _ . - *CENTERLINE SOLUTIONS 4A. 1i S (E)&(N)VERIZON ANTENNAS " '�� SEE ANTENNA PLANS,SHEET A3 0 ' }} COOLING ROOM �; �°�M SI 19 f(,)or 1 et-1 1 78'187PE 1 1 l4 \�--- (E)ROOFTOP OREGON \s,,...1.1't\ MECHANICAL • '7}' ROOM A 1613: I' Int 18/03/2 17 EXPIRES 42 017 (E)ACCESS DOOR TO ROOFTOP MECHANICAL / CP PROJECT NO.: VER-17-0020-29 PRELIMINARY . / ELEVATOR EQUIPMENT NO DATE D/C DESCRIPTION ROOM 0 03-16-17 MS/EG 90%CD REVIEW 1 07-20-17 MS/MS CLIENT COMMENT 111 SUBMITTAL (E)ACCESS DOOR TO EQUIP.AREA NO. DATE D/C DESCRIPTION ROOF COMPOUND (SHOWN CLOSED) 0 OS-04-17 MS/MS BP SUBMITTAL (E)ROOFTOP • ,\ I 1 S 1 1 . 1 (E)VERIZON EQUIP.ROOM l +,// ACCESS DOOR SITE NAME: © SEEE ANTENNIA PNI LANS,SHEETA3.0 POR TIGARD VERIZON EQUIP. ROOM ��, (E)VERIZON METER BASE 1 1 W/DISCONNECT SITE ADDRESS: / 10260 SW GREENBURG RD (E)&(N)VERIZON ANTENNAS----------1 a I TIGARD,OR 97223 SEE ANTENNA PLANS,SHEET A3.0 I`----�i • (E) OVED,NRRU'STOBE It/ REMOVED,TYP OF(3) (E)VERIZON SURGE SHEET TITLE WAOTECTOR LLTO REMAINNTED TO ROOF PLAN - (N)VERIZONSURGE 15.39° PROPOSED PROTECTOR MOUNTED N ADJACENT TO EXISTING, TN MN TYP.OF(2) \� / W E SHEET NO. \v/ (E)VERIZON DIPLEXERS TO BE REMOVED,TYP OF(6) S Al ■ 1 1 ROOF PLAN - PROPOSED SCALE:1"=20'-0"(11X17) 0' 10' 20' 40' • a immomm SCALE:1"=10'-0"(22X34) IN • NOTE: PM/GC TO VERIFY PAINTING REQUIREMENTS WITH PRIOR TO SUPPORTTISTRUCTURES, TTACOHMENRTS, verizon ANTENNAS,AND OTHER APPURTENANCES. , - STRUCTURAL NOTES/VERNON STRUCTURAL SERVICES COMPLIANCE NOTE: NO WORK SHALL COMMENCE WITHOUT THE *CENTERLINE APPROVED STRUCTURAL TOWER/ANTENNA/ SOLUTIONS - MOUNT ANALYSIS REPORT(SIGNED AND SEALED)TO BE PROVIDED UNDER SEPARATE - - COVER.CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER/ANTENNA/MOUNT ANALYSIS REPORT SUPPLIED BY VERIZON \/EC ./ _ AND MODIFY IF REQUIRED ALL APPLICABLE • n • I i • • MEMBERS AS INDICATED IN CERTIFIED STRUCTURAL REPORT PRIOR TO INSTALLATION ON STRUCTURE. ,; ..,. (N)VERIZON BETA SECTOR PANEL .e,w►�'R+ ANTENNAS,TYP.OF(2);SEE SHEET A3.0 1 (E)VERIZON ALPHA SECTOR PANEL ANTENNA;SEE SHEET A3.0 � {g (N)VERIZON ALPHA SECTOR �'` PANEL ANTENNAS,TYP.OF(2); V 87 SEE SHEET A3.0 V (E)&(N)VERIZON ANTENNA TIP HEIGHT VARIES-SEE TABLE ON 1/A3.0 � �F��OPEN 11 IIII111III111111111111IIILI111111111111II111I111111111I1 �, _ x!(„1116 e �I - op 4iivi1:/03/21 7 IBS < \ \ii , , SPIRES 12 7 (E)ROOFTOP CP PROJECT NO.: VER-17-0020-29 (193'AMSL) W PRELMRIARY (E)ACCESS DOOR TO VERIZON (E)ACCESS DOOR TO ROOFTOP 0 DATE 03-16-17 D/C DESCRIPTION 0MS/EG 90%CD REVIEW EQUIPMENT ROOM 1 07-20-17 MS/MS CLIENT COMMENT (E)VERIZON EQUIPMENT ROOM BEYOND SUBMITTAL SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32' NO. DATE D/C DESCRIPTION 1 NORTHEAST ELEVATION - PROPOSED SCALE:1/8"=,'-0"(22X34) �•�•� 0 08-04-17 MS/MS BP SUBMITTAL (E)VERIZON GAMMA SECTOR PANEL (N)VERIZON GAMMA SECTOR PANEL ANTENNA;SEE SHEET A3.0 ANTENNAS,TYP.OF(2);SEE SHEET A3.0 SITE NAME: POR TIGARD (E)&(N)VERIZON ANTENNA TIP HEIGHT dik VARIES-SEE TABLE ON 1/A3.0 • ii S{TE ADDRESS: s. I 10260 SW GR TIGARD,OR 97223EENBURG RD 'I � MEET TITLE 1 / — I (E)ROOFTOP t1 (193'AMSL) $ ELEVATION & Y DETAILS SHEET NO. SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32' A2 '0 2 SOUTHWEST ELEVATION - PROPOSED SCALE:1/8"=1'-0„(22X34) • • A ANTENNA AND ANCILLARY EQUIPMENT SCHEDULE ( 2 VERIZON R,TOTAL TYP.OF 2 PER SECTOR,TOTAL OF 6);TO BE REMOVED\-',/)s Q ANTENNA MODEL#OR MECH. ELEC. CABLE CABLE �O ve r azo n SECTOR QTY.(N)/(E)SERVICE TYPE EQUIPMENT SPECIFICATION DIMENSIONS WEIGHT TIP HEIGHT AZIMUTH DOWNTILT DOWNTILT QUANTITY TYPE O<0G O b ALPHA 1 (E) 850 XDUOR-65 12.5"W X 7.1"D X 50.5"L 28 LBS 147' 40° 8° 0' 2(E) 7/8"COAX JP 1 (N) 700/850/AWS JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 94 LBS 147' 0° 0° 0° 1(E) 1.09"HYBRID Q J 1 (N) 700/850/PCS JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 94 LBS 147' 0° 0° 0° - - (E)VERIZON REMOTE RADIO UNITS(RRUs) OQ- BEHIND ANTENNAS TO BE REMOVED(TYP. ' 2 (N) 700 RRUS-11 B13 17.0"W X 7.2"D X 19.7"L 51 LBS OF 1 PER SECTOR,3 TOTAL) y<G «CENTERLINE ' 1 (N) PCS RRUS-32 B2 12.5"W X 7.4"D X 27.6"L 56 LBS jr.Qb SOLUTIONS 1 (N) AWS RRUS-32 B66A 12.5"W X 7.4"D X 27.6"L 56 LBS (E)VERIZON SURGE PROTECTOR MOUNTED �� P� K. 2 (N) 850 RRUS-12 B5 18.5"W X 7.5"D X 20.4"L 58 LBS BEHIND ANTENNAS TO BE REMOVED(TYP. ' `i" J 4P ,Z. 1 (N) SURGE PTCTR.OVP BOX(RXXDC-3315) 10.3"W X 15.7"D X 19.2"L 32 LBS OF 1 PER SECTOR,3 TOTAL) 0 J� „ lv'V� P- 4 P- • VEC 14 (E)VERIZON ANTENNA "--(E)VERIZON 850 ANTENNA TO 1111 • 1 • • • BETA 1 (E) 850 XDUOR-65 12.5"W X 7.1"D X 50.5"L 28 LBS 147' 160° 10' 0° 2(E) Ire"COAX r (TYP.OF 2 PER REMAIN AND BE RELOCATED ,�> 1 (N) 700/850/AWS JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 94 LBS 147' 90° 0° 0° 1(N) 1.09"HYBRID (E)VERIZON 850 SECTOR,TOTAL OF 6); 1 (N) 700/850/PCS JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 94 LBS 147' 90° o° o° - - ANTENNA TO REMAIN TO BE REMOVED (E)VERIZON DIPLEXER(TYP. ::' 2 (N) 700 RRUS-11 B13 17.0"W X 7.2"D X 1s 7"L 51 LBS (E)VERIZON ANTENNA OF 2 PER SECTOR,6 TOTAL); sjor T, 1 (N) PCS RRUS-32 B2 12.5"W X 7.4"D X 27.6L 56 LBS (TYP.OF 2 PE4 - v TO BE REMOVED y�lr p�� 1 (N) AWS RRUS-32 B66A 12.5"W X 7.4"D X 27.6"L 56 LBS k. SECTOR,TOTAL OF iK+!" TO BE REMOVENA,G,t N > 2 (N) 850 RRUS-12 85 18.5"W X 7.5"D X 20.4"L 58 LBS i 1 (N) SURGE PTCTR.OVP BOX(RXXDC-3315) 10.3"W X 15.7"D X 19.2"L 32 LBS f {{{���,,,,,, E 850 GAMMA SECTOR �."� 1� ici AZIMUTH=±265 GAMMA 1 (E) 850 BXD-40404080CF-EDIN 36.0"W X 10.0"D X 48.0"L 40 LBS 147' 265° 10° 0' 2(E) 1 5/8"COAX E GAMMA SECTOR j 1 (N) 700/850/AWS JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 94 LBS 147' 180° 0° 0° 1(N) 1.09"HYBRID AZIMUTH=±265° 1 (N) 700/850/PCS JAHH-65C-R3B-V2 13.8"W X 8.2"D X 95.7"L 94 LBS 147' 180° 0° 0' - - > 4. ���ON 2 (N) 700 RRUS-11 B13 17.0"WX 7.2"D X 19.7"L 51 LBS %.,,, _�. j1 (N) PCS RRUS-32 B2 12.5"W X 7.4"D X 27.6"L 56 LBS G'1 15, Plfjr\J-N�' (E)VERIZON 850 39° 1'�'i (\A 1 (N) AWS RRUS-32 B66A 12.5^w x 7.4"D x 2zs^L 56 LBS Z m �%a ANTENNA TO N � , " 2 (N) 850 RRUS-12 B5 18.5"W X 7.5"D X 20.4"L 58 LBS tt O� 'G O�O REMAIN AND BE , 1:/03/ 1 7 1 (N) SURGE PTCTR.OVP BOX(RXXDC-3315) 10.3"W X 15.7"D X 19.2"L 32 LBS (E)MECHANICAL rn O '"73 TNN M .. PENTHOUSE SCREEN o}1 •1 (nRELOCATED om RES 12 017 WALL,TYP. i W E t. ` GROUND 1 (E) SURGE PTCTR.OVP BOX(RXXDC-3315) 12.2"W X 16.7"D X 29.1"L 32 LBS 1 (N) SURGE PTCTR.OVP BOX(RXXDC-3315) 10.3"W X 15.7"D X 19.2"L 32 LBS S ICP PROJECT NO.: VER-17-0020-29 I SCALE:1/8"=1'-0"(11X17) 0' 4' 8' 16' PRELIMINARY • 2 ANTENNA PLAN - EXISTING •SCALE:1/4"=1'-0"(22X34) �• momilmom� NO. DATE D/C DESCRIPTION 0 03-16-17 MS/EG 90%CD REVIEW NOTE" 1 07-20-17 MS/MS CLIENT COMMENT (E)850 ANTENNA TO <n b ALL NEW ANTENNAS TO HAVE A 24" • i 0 o 0 O REMAIN,RELOCATED TO a 9 CENTER TO CENTER SEPARATION a U 11 o o VACANT MOUNT ZQ D W CO w PQ o 8<= 8<m (N)VERIZON REMOTE 4. Q- n SuawrrAL • m RADIO UNITS(RRUs) �\�Gk°k'e NO. DATE D/C DESCRIPTION (N)VERIZON ANTENNA ?a a • ! • ¢¢ (TYP.OF(6)PER SECTOR, 5 (TYP.OF 2 PER SECTOR,6 0 08-04-17 MS/MS BP SUBMITTAL 18 TOTAL)MOUNTED TO Ps, NOTES: /` (E)AND(N)UNISTRUT TOTAL)ON(N) WALL 4 �,• MOUNT;SEE SHEET A3.1 1. PM/GC TO VERIFY PAINTING REQUIREMENTS WITH JURISDICTION (N)VERIZON ANTENNA ' ' PRIOR TO ORDERING SUPPORT STRUCTURES,ATTACHMENTS, (N)(700/850/AWS (TYP.OF 2 PER SECTOR,6 ) ANTENNAS,AND OTHER APPURTENANCES. BETA SECTOR TOTAL)ON(N) WALL • AZIMUTH=±90° 2. BUILDING AND ANTENNA MOUNT PLATFORM/ASSEMBLY MOUNT;SEE SHEET A3.1 STRUCTURAL ANALYSIS PROVIDED BY VECTOR STRUCTURAL Al "; (N)(700/850/PCS) ENGINEERING.VERIZON INSTALLATION SHALL NOT START UNTILBETA SECTOR SITE NAME: GC RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR (N)MOUNTEDE SURGEEHIPROTECTOR AZIMUTH=±90° POR TI GARD ASSESSMENT. BEHIND ANTENNAS MOUNTED TO(E)OR(N)UNISTRUT 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING (TYP.OF 1 PER SECTOR,3 TOTAL) PLANS,SUBJECT TO OWNER APPROVAL. (E)WALL MOUNTED FLOOD LIGHTS SITE ADDRESS: 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. ' 10260 SW GREENBURG RD • TIGARD,OR 97223 • E 850 GAMMA SECTOR i. �. * AZIMUTH=±265° (E)850 ANTENNA TO SHEET TIME REMAIN,RELOCATED TO ' ; VACANT MOUNT ENLARGED m 15 .39° ANTENNA PLANS(E)850ANTENNATO ND? iND_�Gv N REMAIN ? A mz� cm� TN MN • (E)MECHANICAL -I>o I>o v"9 • PENTHOUSE SCREEN ii m"'iii I m"' °o°m W E SHEET NO. WALL,TYP. rr 2, µ 0 D C1� C� 0 oA� o�� .33 S A3.0 1 ANTENNA AND COAX/FIBER SCHEDULES SCALE:NTS 3 ANTENNA PLAN - PROPOSED SCALE:1/8"=1'-0"(11X17) 0' - -4' 8' 16' SCALE:NTS SCALE:1/4"=1'-0"(22X34) - - (N)2"STD(2.3375"O.D.x 0.154"THK)PIPE ALTERNATE MOUNTING LOCATION FOR(N) (N)P1000 HORIZ.&VERT. UNISTRUT FOR RRU PLACEMENT,VARIES PER — (N)VERIZON ANTENNAS, UNISTRUT AS REQUIRED FOR SECTOR,CONTRACTOR TO MAKE verizon TYP.,MAINTAIN 24"O.C. (N)ANCILLARY EQUIP., DETERMINATION IN FIELD DEPENDING ON(E) ATTACH TO(E)PLYWOOD CONDUIT RUNS,SPACE CONSTRAINTS,ETC. \ - = ro—s SHEATHING&WALL W/1/2" (N)ANTENNA MOUNTING THRU BOLTS (N)VERIZON SURGE PROTECTOR • BRACKETS,TYP. ON EXISTING UNISTRUT(IN (E)8"HORIZ.GIRT Ir (E)8"HORIZ.GIRTS @ 48"O.C. PLACE OF EXISTING) CENTERLINE SOLUTIONS METAL SIDING o (N)3'-0"HORIZ.PIPE, _ VEC " '�` 41. a ATTACH TO(N)CORNER ( j WALL MOUNT PIPE W/ ( ( w 101111 CROSSOVER PLATE KIT, .�4. • V TYP. (N)VERIZON RRUS,TYP OF(6) , . ' I �+ \ r° • ° PER SECTOR,ATTACH TO(E)OR (N)UNISTRUT W/MOUNTING (���� ����� , �� ip BRACKET TOP&BOTTOM PER • ��.�$7PE '' MANUF. RECOMMENDATIONS _ _... (N)CORNER WALL MOUNT, i ��� A -- _ -- __J T --L r i—_ OREGON SITEPRO1 PART#CWMM-HD `A 1 W/HOLLOW WALL MOUNT (E)P1000 HORIZ.&VERT. • r i8 KIT OR APPROVED EQUAL, ,�� R UNISTRUT TO REMAIN TYP.OF(3) -- c; &E)MOUNT THRU-BOLTS TO REMAIN,BTM(TYP @ BETA&GAMMA SECTOR) "-I 21 7 — (N)3'-0"HORIZ.PIPE, (E)8"HORIZ.GIRTS @ 48"0.C. 12 •017 (0) ATTACH TO(N)CORNER REMOVVED AS NE)SHORT IEED D TO UNISTRUTON OF TO BE -- WALL MOUNT PIPE W/ ACCOMMODATE(N)LONGER UNISTRUT CROSSOVER PLATE KIT, SECTION,VARIES PER SECTOR CP PROJECT NO.: VER-17-0020-29 TYP. �Y \ //_ P•_—a.. e_ PREIWARY D/C (E)8"HORIZ.GIRT J 1 — — NO. 03DA6E17 MS/EG 90%CDRREV REVIEW • @ 48"O.C. 1 07-20-17 MS/MS CLIENT COMMENT SCALE.NTS 1 TYPICAL NEW ANTENNA MOUNTS — ELEVATION 3 ANCILLARY EQUIP. MOUNT — ELEVATION SCALE:NTS , SCALE:NTS SCALE:NTS (E)3/4"PLYWOOD ON 8" SUBMITTAL HORIZ.GIRTS @ 48"O.C. NOTE: NO. DATE 'D)C DESCRIPTION (E)2X8 STEEL STUDS (E)1/2"METAL SIDING PM/GC TO VERIFY PAINTING REQUIREMENTS 0 08-04-17 MS/MS BP SUBMITTAL WITH JURISDICTION PRIOR TO ORDERING SUPPORT STRUCTURES,ATTACHMENTS, (N)5/8"THREADED RODSIto (N)CORNER WALL MOUNT, ANTENNAS,AND OTHER APPURTENANCES. (SITEPRO1 HOLLOW MOUNT KIT) SITEPRO1 PART#CWMM-HD W/HOLLOW WALL MOUNT STRUCTURAL NOTES!VERQON (N)2"X 18"X 1/2"BACKER PLATE, KIT OR APPROVED EQUAL, STRUCTURAL SERVICES COMPLIANCE NOTE: ill TYP.OF(3) NO WORK SHALL COMMENCE WITHOUT THE TYP.OF(1)AT EACH CORNER ' APPROVED STRUCTURAL TOWER ANTENNA/ WALL MOUNT PENETRATION MOUNT ANALYSIS REPORT(SIGNED AND SEALED)TO BE PROVIDED UNDER SEPARATE SITE NAME: (E)C-CHANNEL , COVER.CONTRACTOR PRIOR TO POR TIGARD I.I CONSTRUCTION SHALL REVIEW THE APPROVED TOWER/ANTENNA/MOUNT ANALYSIS REPORT SUPPLIED BY VERIZON ■II�Ii' (N)3'-0"HORIZ.PIPE, AND MODIFY IF REQUIRED ALL APPLICABLE ATTACH TO(N)CORNER MEMBERS AS INDICATED IN CERTIFIED IIIIIIIIIIIII0 WALL MOUNT PIPE W/ STRUCTURAL REPORT PRIOR TO SITE ADDRESS: CROSSOVER PLATE KIT, INSTALLATION ON STRUCTURE. 10260 SW GREENBURG RD INEIW w .. �,��:�� . j TYP. TIGARD,OR 97223 SHEET TITLE llik MOUNT DETAILS 1• :1101' (N)VERIZON ANTENNAS, TYP.,MAINTAIN 24"O.C. • SHEET NO. SCALE:NTS A3. 1 2 TYPICAL NEW ANTENNA MOUNTS — PLAN VIEW SCALE:NTS p GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET ver izon✓ 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 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 N 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. *CENTERLINE 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE AC AIR CONDITIONING MFR MANUFACTURER . 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 a 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 )YEC •MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT ^ • • • w CODES OR REGULATIONS TAKE PRECEDENCE. BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY CM CONSTRUCTION MANAGER MTZL METALIZE(D) 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 �stS 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 CONTRACTINSTALLED 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 ';1144:7:11-' tNECESSARY 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 CENTER187PETECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND OF SUCH ITEMS. COND CONDUIT OD OUTSIDE DIAMETER WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. EGON 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 5 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 FIBERw , SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE -ai 246-' 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 , { - WHENEVER ANY PERSONNEL ARE ON SITE. �! 1$/Q$/Z/ 7 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES D/C DRAFTER/CHECKER PL PROPERTY LINE EXPIRES 12 Er 017 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 PLvwD 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 WORK. OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER 'CP PROJECT NO.: VER-17-0020-29 I 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 PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 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 PRELIMINARY LANDLORD. W NO., DATE D/C DESCRIPTION 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL PT PRESSURE TREATED 0 03-16-17 MS/EG 90%CD REVIEW ► 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 1 07-20-17 MS/MS CLIENT COMMENT RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES s 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 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 PROJECT COMPLETION. ENGINEER. _ ELEV ELEVATION REQ REQUIRED SURAL 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, OTHER SIMILAR WORK. AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER NO. DATE D/C DESCRIPTION ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER 0 08-04-17 MS/MS BP SUBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. DESIGN AUTHORITY AND THE BUILDING OFFICIAL. EQUIP EQUIPMENT SF SQUARE FEET 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 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 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 TIGARD 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 10260 SW GREENBURG RD 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION.NO FIELD WELDING GRND GROUND TNND TINNED TIGARD,OR 97223 INSPECTOR. PERMITTED. HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HORIZ HORIZONTAL UG UNDERGROUND STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND SHEETTInE STANDARD CUT WASHERS. HT HEIGHT UNO UNLESS NOTED OTHERWISE 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE GENERAL 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL GALVANIZED ASTM A307 BOLTS U.N.O. ' INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. NOTES ID INSIDE DIAMETER OF UNDERGROUND FIBER P 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. 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 Y,ISPECTIOPE: s REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION INSUL INSULATION VERT VERTICAL SHEET NO. AND FURNISHES EVIDENCE OF COMPLIANCE. 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INT INTERIOR WP WATERPROOF 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING INSPECTOR PER CODE FOR THE FOLLOWING ITEMS. A .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 A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT WORKMANSHIP PROVISIONS. HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICC REPORT. LB(S) POUND(S) W/O WITHOUT