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Plans • Q GENERAL CODE COMPLIANCE z 2. c"'v 1. THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED.OTHERWISE. ALL WORK&MATERIALS SHALL BE PERFORMED&INSTALLED IN ACCORDANCE , s z c.� w $ o WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY ._ '$ a �> n w Z •s7 2. ALL CONSTRUCTION,TESTING AND INSPECTION SHALL CONFORM TO THE THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE atsa � ': = O c� �' �p 2012 IBC AND THE 2014 CBC. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: ' O m w w . 3. ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, -2014 OREGON STRUCTURAL SPECIALTY CODE A� 3 ` O m p (2 k e w I r 2 (2 S solutions ti r i PROVIDE DETAILS SIMILAR TO THOSE SHOWN,SUBJECT TO REVIEW. 2011 OREGON ELECTRICAL SPECIALTY CODE 1`JlLll -2014 OREGON MECHANICAL SPECIALTY CODE s 4. VERIFY ALL EXISTING FEATURES AND CONDITIONS(DIMENSIONS, 2012 NFPA 101 LIFE SAFETY CODE ;' .' o € ELEVATIONS,ETC.)UPON WHICH THESE DRAWINGS RELY. a•. , W F t ;` ALONG WITH ANY OTHER APPLICABLE LOCAL&STATE LAWS AND REGULATIONS �� ....--t, , } 5. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE ( Ir w T� CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE THIS FACILITY IS UNMANNED&NOT FOR HUMAN HABITATION. DISABLED ACCESS �f 1' (� �° PROJECT NAME: TIGARD—PR35— LTE WAVE 2/3 STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. &REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH OREGON STATE PROJECT LOCATION: 6975 SW SANDBURG ROAD,TIGARD,OREGON 972237 _ BUILDING CODE """"� 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS FOR " °g°" �'1�� WORK SHOWN ON THESE DRAWINGS AND ANY SHORING,UNDERPINNING, CODE COMPLIANCE , • •- BRACING,OR SCAFFOLDING REQUIRED TO COMPLETE THIS WORK. — 12 4 w �`;ks i�� s 7. DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL BE PROJECT DESCRIPTION REVISION S0.0 GENERAL NOTES RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE,THE CONTRACTOR 51.0 ROOF FRAMING PLAN&DETAIL 7 '4 a SHALL PROVIDE ADEQUATE SHORING,BRACING,AND GUYS IN ACCORDANCE AT&T MOBILITY PROPOSES TO INSTALL EQUIPMENT TO AN EXISTING WITH ALL NATIONAL,STATE,AND LOCAL SAFETY ORDINANCES. UNSTAFFED RADIO TELECOMMUNICATIONS FACILITY,CONSISTING OFA(3) 7s---,502) (' Sr / IF �C,N SECTOR ROOFTOP ANTENNA ARRAY AND INDOAOR EQUIPMENT ROOM. �s 8. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER SPECIFICATIONS TO THE V CVV C200 (� REVIEWED 1,. ENGINEER FOR REVIEW PRIOR TO FABRICATION. V C 7 FOR -� .��. City of Tigard �= 9. WHERE A CONFLICT OCCURS BETWEEN THE SPECIFICATIONS,NOTES ON f CODE COMPLIANCE THE DRAWINGS,GENERAL NOTES,AND SPECIFIC DETAILS,THE MORE Ap ', /�{ Plan t4°.74‘ � ES: i (- .. RESTRICTIVE SHALL GOVERN. 10. DO NOT SCALE THE DRAWINGS. By ?ate �, k k I 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT,AND TO PROTECT SCOPE OF WORK NOT USED 7 SHEET INDEX 3 THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF PROJECT INFORMATION .� M� ; RS & v gF { & t ." v b x «s 5 SFJ -+ id - REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PERFORMANCE OF r THIS WORK. sx 5 3 R °1 61 x �: _ SITE NAME: PR35 TIGARD € € arm , ' COUNTY: WASHINGTON Fs " 12. THE CONTRACTOR MUST HAVE EXPERIENCE IN PERFORMANCE OF WORK CURRENT ZONING: C-P • K{ r DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT,THE SITE NUMBER: 2S101DD00101 1 g �., i aLLtiffaltialiVirnifirgaii#OfairaffttFaithiRet%'* ,a1114 CONTRACTOR IS ATTESTING THAT THEY HAVE SUFFICIENT EXPERIENCE, PARCEL: t s � s` - ,- ' � � n ABILITY,AND KNOWLEDGE OF WORK TO BE PERFORMED AND THAT THEY LATITUDE: N 45°35'25.00" � ' ARE PROPERLY LICENSED,REGISTERED,AND/OR ENSURED TO PER LONGITUDE: W-122°45'28A0" s � a� 4 THIS WORK. STRUCTURE HEIGHT: 113'-0"(TOP OF(E)STRUCTURE) €* � 1� mt a M 13. CONSTRUCTION LIABILITY. CONSTRUCTION CONTRACTOR AND HIS/HER PROPERTY OWNER: AMERICAN PROPERTY MANAGEMENT CORPORATIONcr ., , „ 4 i r i ' SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITH GENERALLY 2154 NE BROADWAY,SUITE#200 ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR AND PORTLAND,OREGON 97232 s .= m HIS/HER SUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND I "`1 + y Z N COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE SITE ADDRESS: CROSS ROADS CENTER 3 , `, .: � w w COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL _ � I- 0) 6975 SW SANDBERG ROAD SITE 0 PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL BE MADE TO PORTLAND,OREGON 97223-8073sr 2 a gEE"(/S')0: d g + off - w APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS,AND was 0 o CONSTRUCTION CONTRACTOR AND HIS/HER SUBCONTRACTORS FURTHERq-A � ., -o 0 APPLICANT: VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. �� a AGREE TO DEFEND,INDEMNIFY,AND HOLD DESIGN PROFESSIONAL ' f id M 4004 KRUSE WAY PLACE STE.#220 { , a HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN LAKE OSWEGO,OREGON 97035 1 CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT EXCEPT ' "' ' �5 �' 4 LIABILITY FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. APPLICANT CONTACT: KELLY EWINGi � � �� � S PHONE-(503)515-1775 14. THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE DURING � 31e,a.rrVtNc� CONSTRUCTION SHALL BE MAINTAINED AT LEVELS GENERALLY ACCEPTABLE PROJECT ENGINEER: SAME AS APPLICANT ti WITHIN THE CONSTRUCTION INDUSTRY BY THE USE OF BRACING,SHORINGtY ; AND UNDERPINNING UNTIL THE PROPOSED STRUCTURE MODIFICATIONS CONTACT: PAUL TIBBOT,PE " ARE COMPLETED. IN NO CASE SHALL THE EXISTING STRUCTURE BE 1trr s., ra € ��yYC `� & Date:06_23_2016 PHONE-BOT,636-2500 EX.228 �41� a s ai l ALLOWED TO BECOME UNSAFE DURING CONSTRUCTION. CONSTRUCTION MANAGER:KANEY PILCHER � 7" PM No:15024.15 PHONE:(503)704-4980 �1ad _a , ' moi. � � ENGINEERING: JOHNSONBRODERICKENGINEERING,LLC ` DrawnBv: FAD 325 WEST 13TH AVENUE x { " a Checked BY: AMB EUGENE,OREGON 97401 # 4� PHONE-(541)338-9488 ENGINEER OF RECORD: AARON BRODERICK,PE ,�._.. . .. �, �.. ©��1 �0���E MAP BATA©� GENERALNOT AARON@JBE.US.COM O�GLE r Sheet title: GENERAL NOTES 1 3 PROJECT INFORMATION 9 VICINITY MAP I', 5�.0 67016 JOHNSON BRODERICK ENGINEERING.No part of this document can be reproduced without the wntten permission from JBE,[325 WES 113 Hi AVENUEEUGENE OREGON,97401.(541)338-9488 or fax(541)338-9483 '�� INF �- � R -,.. a-y •. O . y a +1^EGOi I a „ 1 _ c,'e619'9-- Ari 6 fi 1 EXPIR ES t2(1. 17 WV TIEN AVTIOR1291701I FROM,. PRINCIPILS OF JOHISON SAO.. nvoevissatia NOTE: CONTRACTOR TO REVIEW AND SUBMIT CONNECTION DETAIL FROM NEW JOISTS TO EXISTING STEEL BEAM PRIOR TO INSTALLATION FOR ENGINEER'S REVIEW. NOTIFY ENGINEER IF FIELD CONDITIONS v ��� VARY FROM LAYOUT NOTED ON vitoiN THESE DRAWINGS. I II II I I I I I I I I I I I I I I 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 11III .IIIlI. II. II .III1. I 1 / v;► � 1 I T. li ii 1 ii i or A 1 I I I , III 111111 1111 IIII III IIII �r� /�p I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 1 I I 1 I I t/ ��r SLED TO BE REPLACED WITH NEW 3 ROWS OF 10d x 3"NAILS BOTH SIDES TYP 1 1 i I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I VALMONT RTP12 SLED W738 CMU O II 1/ /% BLOCKS(MINIMUM 35 POUNDS PER Allak (OFFSET BY 6"ON OPPOSITE SIDE) ) III I I fj I I I I I fjj I I I Itt I I I BLOCK)FOR BALLAST. UPGRADE S1 0 // I I I ANY JOIST LOADED BY SLEIS PER'C7TL. `� I I I I I I I I I I I I I 1 1 1 I I 1 1 x12 ROOF OISTS @ 24" 1 1 O.C. 1 1 I 1 1 1 1 1 I 1 I I I I (TYPICAL OF 3 LOCATIONS)- ''' I I I I I 1 I I l I l 2 J 1 I I I I I I I I I I I I I LOCATE SLEDS SUCH THAT NO MORE 1'-0" / /AI f THAN Z THE SLED'S DEPTH IS ON ONE J� I I I SIDE OF STEEL BEAM. i,.."011410, I I I I .I I I I I I I I I I I I I I I 1 I [ I I I I l [ I I I I I I / 0'2" \ X X `Or, I 1 I I i i 1 11 +i___II + o� EQ X X X /��' IIII I I I I I I I I I III 11 �o 7 I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 1 1 1 1 1 1 1 1 I I E2 Li w EQ / I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 ( I I I I I I ( E2 Li p \ X X X /�/ I I I 1 1 1 1 1 1 1 1 I r==o d W 16x BEAM BELOW TYP.OF 5 I I I 0.2,.� 111-� G I �--� -,-r , , fi -N-0 I I I I ( 1 I I I I I [ [ 1 1 I I I I I I I I I IIIII I 1 I 1 I dco~ a I I I I I I I I I I I I L I I I I I I I I I I I I I I I 1 I I I ,1.1, I I 'III ®®IIr I I I I I 1 I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I ��/ / NEW 1-3/4"X 11-7/8"1.9E LVL MICRQLAM I I Il 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I l I l I l l ��// FASTENED TO EXISTING(NOT SHOWN FOR '�' /® CLARITY) III I I I TI I I IT I IT //� ' `�� Revisions: 400* � Date:06-23-2016 I I I I I I I I I J 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I "°.* ,0/ HATCH INDICATES AREA 11 1 1 1 1 1 1 1 I I I I I I I I I I I I I I 1 1 1 1 1 1 � OF ROOF TO HAVE Proj No: 15024.15 NOTE: ;"/P UPGRADED JOISTS CONTRACTOR TO SUBMIT JOIST SUPPORT INFORMATION SO THATI I I I Drawn By: JEW CONNECTION TO EXISTING WIDE FLANGE BEAMS MAY BE VERIFIED. Checked By: AMB ROOF FRAMING 2 JOIST CONNECTION DETAIL 1 ROOF FRAMING PLAN PLAN&DETAIL S1.0 SCALE: 1/16"=1'-0" heet tine: SiS1.0 SCALE: 1/16"=1'-0" Y- .. 0 ,.. 51.0 .W 2016 JOHNSON BRODERICK ENGINEERING.No part of this document can be reproduced without the written permission from JBE,[325 WEST 13 fH AVENUEEUGENE OREGON,97401.(541)OOS Sd86orfax(o41)338-9483] ., a '.., - ," MOBILITY r -- %- _ /l � j { n, 9' 't - AT&T MOBILITY CORP. Jf' .-;..:._ `,. I,;I'ti ti, t., ' 19801 SW 72ND AVE.,STE.200 t TUALATIN,OR 97062 Your world. Delivered. ' " PROPRIETARY INFORMATION ---- TIGARD f _., - FDH VELOCITEL THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ENGINEERING INNOVATION ANY USE OR DISCLOSURE OTHER THAN THAT WHICH 4004 KRUSE WAY PLACE RELATES TO THE AT&T MOBILITY SERVICES IS STRICTLY 6975 SW SANDBURG STREET BLDG.4004,SUITE#220 PROHIBITED. TIGARD, OR 97223 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) P R 3 5 I 10094146 503-636-2501 (FAX) VICINITY MAP GENERAL LOCATION MAP ■ PROJECT INFORMATION DRAWING INDEX SITE ID: PR35 z 11 `r----- ��N� g �■ FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. LAND OWNER: IN DWG. DESCRIPTION S m `� 7 �Il > 4004 KRUSE WAY PL, SUITE 1220 AMERICAN PROPERTY USE NO. TIGARD t Stivuurnomansna, - F ...# H LAKE OSWEGO, OR 97035 MANAGEMENT CORPORATION 6975 SW SANDBURG i X T-1 TIRES ET STREET 1 ,, f3 ' BRIAN DEMARCO 2154 NE BROADWAY, SUITE #200 HE Garden Home, UO ` n PH: (971) 241-0187 PORTLAND, OR 97232 SV-1 SURVEY TIGARD,OR 97223 ' o 6nlora ( 0— , X GN-1 GENERAL NOTES PROJECC 1' cx' PROJECT ENGINEER: CONSTRUCTION MANAGER: r I X A-1 OVERALL SITE PLAN VELOCIIEL INC. LTE 3C 4C °-t ,r t ® 3s 4004 KRUSE WAY PL, SUITE 1220 ��» INC. X A-2 COMPOUND LAYOUT PLANS anon , swr, �.,yao sw_va;yy w ej 4004 KRUSE WAY PL SUITE 1220 ISSUED Mt -- a°r raaairl A` , `, LAKE OSWEGO, OR 97035 X A-3 EQUIPMENT LAYOUT PLANS o 9 - JAYE o GDO, OR 97035 CF' ' jJ PAUL TiBBOT, P.E. X A-4 ELEVATIONS CONSTRUCTION V.f° PH: (503) 636-2500 PH: (503) 636-2500 A-5 EQUIPMENT DETAILS Fe� `.. P # A 14 `• A-6 EQUIPMENT DETAILS SUBMITTALS 4t0 `ttt�l!�� 5z 15 CODE INFORMATION: ZONING CONSULTANT: A-7 SITE DETAILS �� 10= kyr x JQ -' p,` A 11/18/15 PRELIM CD BT N. zp ZONING CLASSIFICATION: C—P VELOCITEL, INC. A-8 GRADING & EROSION CONTROL PLAN o oaDA1E DESCRIPTION CD BY •` `� arr ntiury a I r (PROFESSIONAL COMMERCIAL) 4004 KRUSE WAY PL SUITE 220 A-9 GRADING & EROSION CONTROL DETAILS BY Doe/za/t a ROOF/SUM Moos BUILDING CODE IBC2012 OR 97035 A-10 GENERATOR DETAILS f LAKE OSWEGO, , gq' -, `16 ( „ CONSTRUCTION TYPE: IIB TOM MCAUUFFE OCCUPANCY: U (503) 936-0032 A-11 PROPANE TANK DETAILS S `���'�� �, JURISDIC110N: CI Y OF TIGARD A-12 SIGNAGE DETAILS •• A-13 SIGNAGE DETAILS e Tigard SWSx+7airgSt SITE LOCATION: (BASED ON NAD 83) X RF-1 ANTENNA CONFIGURATIONS Tt, • A 1.� TAX LOT #: 2S101DD00101 X RF-2 RF DETAILS • SITE ,LOCATION 9 LATITUDE: N 45' 25' 17.71' (45.421586) RF-3 RF DETAILS 8uttta„ntaa ,a LONGITUDE: W 122' 44' 49.34' (-122.747039) X RF-4 RF NOTES me F 10094148 r4vKno.wz N ', N TOP OF (E) STRUCTURE AGE: 39' X G-1 GROUNDING PLAN N r c� � p+i BASE OF STRUCTURE AMSL ± 238' X — .I, V a' 3 t G-3 GROUNDING DETAILS �BY: PT NTS '`' - �, NTS .'` PROJECT AREA: G-4 GROUNDING DETAILS ISSUE DATE: a9 C tY 3 APPROXIMATE LEASE AREA: 240 SQ. FT. E-1 UTILITY SITE PLAN 06/23/16 E-2 ELECTRICAL DETAILS DRIVING DIRECTIONS GENERAL INFORMATION; (----Z ---U`L�`D S`N"p ( X S-0.0 GENERAL NOTES > PL START OUT GOING SOUTHEAST ON SW 72ND AVE TOWARD SW COOS CT. TAKE THE 1ST LEFT ONTO SW SAGERT ST. SW SAGERT ST IS JUST PAST SW COOS CT. 1. PARKING REQUIREMENTS ARE UNCHANGED. ( X S-1.0 ROOF FRAMING AN & DETAIL I TURN LEFT ONTO SW 65TH AVE. SW 65TH AVE IS JUST PAST SW WAMPANOAG DR. SW 65TH AVE BECOMES SW NYBERG ST. MERGE ONTO I-5 N/PACIFIC HWY 1 2. TRAFFIC IS UNAFFECTED. I X S-2 STRUCTURAL DETAILS /till l PROfr4P N TOWARD PORTLAND. TAKE THE KRUSE WAY EXIT, EXIT 292B, TOWARD 72ND AVE. TURN RIGHT ONTO OR-217/BEAVERTON TIGARD FWY. TURN LEFT TO TAKE THE 3. NO SIGNAGE IS PROPOSED. •� .- r hr `S �� P —5 S RAMP TOWARD SALEM. LEGAL DESCRIPTION . ty7 PE�v PROJECT DESCRIPTION: a CROSS ROADS CENTER .�. APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS 6975 SW SANDBERG ROAD AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO OREGON CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE TELECOMMUNICATIONS FACIUIY CONSISTING OF A (3) SECTOR ANTENNA ARRAY ON AN PORTLAND, OR 97223-8073 06/W/1A �o t EXISTING BUILDING ROOFTOP AND AN EXISTING INDOOR EQUIPMENT ROOM LOCATED ON 3RD 9.2� FLOOR OF EXISTING BUILDING. 441 CONSTRUCTION COORDINATOR COMPLIANCE D.'1� O AT&T WILL REMOVE/REPLACE FROM ROOFTOP: • LANDLORD'S REPRESENTATIVE CONSTRUCTION (1)MANAGER • GSM 8501900 ANTENNA PER SECTOR, (3) TOTAL RENEWS 06/30/16 • 2GSM TMA S PER ALPHA & BETA SECTORS, (4) TOTAL -- PROJECT MANAGER DEPLOYMENT MANAGER THE INFORMATION CONTAINED IN 1I— OI AT&T WILL INSTALL ON ROOFTOP: SET OF CONSTRUCTION DOCUMENTS IS ' SITE ACQUISITION EQUIPMENT ENGINEER • PROPOSED ROOF UPGRADES PER JBE DATED 06-22-16 PROPRIETARY BY NATURE ANY USE OR LI-0- ZONING INTERCONNECT • 1 TE S/WCS/GSM 85012 PER SECTOR ANTENNA PER SECTOR,TAL PER(3) TOTAL JBE DATED 06-22-16 DISCLOSURE ER THAN THAT WHICH RELATES PROHIBITED.70 AT3T M00MY 6 STRICTLY SITE ACQUISITION MANAGER OPERATIONS • 1 AWS RRH PER SECTOR, (3] TOTAL (((1)))))) WCS RRH PER SECTOR, 3 TOTAL SHEET TITLE: E PERMITS RF ENGINEER A REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER TITLE SHEET REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED SHEET NUMBER: REV. T-1 1 • GENERAL NOTES: GENERAL NOTES: LCONTINUED) CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND }Q }1r ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT OWNER REQUIREMENTS. J �la(L SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER BARS +*,€ MOBILITY 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 TOWER/POLE NOTES: `v "*,"'",'x THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED AT&T MOBILITY CORP. SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 19601 SW 72ND AVE.,sTE.200 LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. TUALATIN,OR 97062 DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL COORDINATION SOLUTIONS) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH 23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT FDH VELOCITEL THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. SYMBOLS AND ABBREVIATIONS CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO ENc NEER Nc INNOVATION PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDITIONING MAX MAXIMUM SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: AGL ABOVE GROUND LEVEL MECH MECHANICAL 4004 KRUSE WAY PLACE AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY NIL METAL BLDG.4004,SUITE#220 INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" AWS ADVANCED WIRD F'S SERVICE MFR MANUFACTURE 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BBU BATTERY BACKUP UNIT MGR MANAGER LAKE OSWEGO,OR 97035 FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(>-- #6 BARS) 2" BLDG BUILDING MIN MINIMUM 503-636-2500(MAIN) SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPUCABLE). BLK BLOCKING MISC MISCELLANEOUS 503-636-2501 (FAX) CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (5 f5 BARS) 1J¢" CLG CEILING NA NOT APPUCABLE SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE PANDUIT CORP. METAL LOCKING TIES CLR CLEAR NIC NOT IN CONTRACT PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT SLABS AND WALLS (INTERIOR FACE) Y4" CONC CONCRETE NTS NOT TO SCALE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. CONST CONSTRUCTION OC ON CENTER SITE ID: PR35 WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. CONT CONTINUOUS OD OUTSIDE DIAMETER OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DBL DOUBLE PCS PERSONAL COMMUNICATION TIGARD OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 0 DIAMETER SERVICE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DIAG DIAGONAL PD1) POWER DISTRIBUTION UNIT 6975 SW SANDBURG 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT NE PROJECT DESCRIBED IN SITE NOTES: AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE DN DDEETAIL PPRROOJJ PLYWOOD T STREET THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL. BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE DWG DRAWING PROP PROPERLY TIGARD,OR 97223 FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI EA EACH PT PRESSURE TREATED PROJECT PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE MINIMUM). ELEV ELEVATION REQ REQUIRED ' CONTRACT. INSTALLATION. ELEC ELECTRICAL RF RADIO FREQUENCY LTE 3C 4C 14. ALL EXPANSION ANCHORS TO BE HILT BRAND. ADHESIVE ANCHORS REQUIRE 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER AND LOCAL EQ EQUAL RMO ROOM ISSUED FOR MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL FILL, AND MULCH. JURISDICTION. EXEQUIP EQUIPMENTEXTERIORRR ROUGH OPENING WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. FIF IBERINTERFACE SRH REMOTEETRADIO HEAD CONSTRUCTION 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED STRUCTURAL STEEL NOTES: FIN FINER FRAME SM SHEET 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FIN FLUORESCENTFINIGH SIM SIMILAR SUBMITTALS IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO 1. SHOP DRAWINGS FOR STRUCTURAL SIttL SHALL BE SUBMITTED TO AT&T AND RRR0R SPEC SQUARE F OT �y DATE DESCRIPTION ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AVOID LOW SPOTS AND STANDING WATER. THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. FTTFFOOT SS TR SQUARE FOOT STEEL A 11/18/15 PRELIM CD BT LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC GA GAUGE SR STEEL 0 03/22/16 FlNAI_CD BT AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GALV GALVANIZED STRUCT STRUCTURAL & 08/23/16 ROOF/SLED MODS BT STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED GC GENERAL CONTRACTOR STD STUD 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR GRND GROUND SUSP SUSPENDED 8. CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 INCHES IN NE CENTER OF THE BED THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL SIttL FOR GSM GLOBAL SYSTEM MOBILE THRU THROUGH CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH GYP GYPSUM BOARD TMA TOWER MOUNTED AMPLIFIER OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 2003 BC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE HORZ HORIZONTAL TND TINNED 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL HR HOUR TYP TYPICAL 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. INSPECTION REPORTS AND TEST RESULTS. HT HEIGHT UMTS UNIVERSAL MOBILE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED ID INSIDE DIAMETER TELECOMMUNICATION SERVICE OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR ON 3. STRUCTURAL SIttL SHALL CONFORM TO NE FOLLOWING REQUIREMENTS: IN INCH VERT VERTICAL STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE INFO INFORMATION W/ WITH OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT TYPE OF MEMBER INSUL INSULATION W/O WITHOUT 10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 INT INTERIOR WCS WIRELESS COMMUNICATION F* 10094146 MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI LETS POUNDS SERVICE DRAWN BY: BT PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LTE LONG TERM EVOLUTION WP WATER PROOF CHECKED BY: PT IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98%ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KSI LEGEND CURRENT ISSUE DATE NOT LESS THAN AREADURINGCONSTRUCTION. AP2-A OR ACIN 75 TRAVEL DISTANCE TO ALL 9. E. ANCHOR SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE OSSC SECTION F. CONNECTION PORTIONS OFBOLTS BOLTS ASTM A325 TWIST-OFF - _ 06/23/16 1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL SUBJECT PARCEL 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING JURISDICTION. 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL SECTION LINES STAMP. IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED. - - PROPERTY LINES UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS: RIGHT-OF-WAY LINES ���p pBpf MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS *----.015--• PROPOSED CONTOUR- MAJOR pp 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 e - - - -e PROPOSED CONTOUR- MINOR � V� 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE .005 EXISTING CONTOUR - MAJOR �GiNt�' O DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIALINSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 EXISTING CONTOUR - MINOR JPE'� PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING REINFORCING BARS (IF REQUIRED SHALL BE PERFORMED USING E70 XX -Cx CX -CX-CX- COAXIAL CABLE RUN �� FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL ELECTRODES. WELDING WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS -FO FO -FO-FO- FIBER OPTIC CABLE RUNIlk _�,, NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF E E -E E- ELECTRICAL CABLE RUN 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES: WELDED BARS. OREGON CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED -T T -r T- TELECOM UNDER/OVER HEAD 06/ 1/4,,,/i6 B"�p�4) BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-316. 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND 0 0 -❑ 0- FENCE - SEDIMENT CC// GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES FENCE - CHAINUNK, BARB .�p 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. , x /W D 1 Q TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE OSSC. CEMENT SHALL BE ASTM C150, 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL PORTLAND CEMENT TYPE II U.N.O. MEMBERS." RENEWS 06/30/16 • 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) 9 PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETNATURE.ANY USE OR as• 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 8. NON-STRUCTURAL CONNECTIONS FOR SILL GRATING MAY USE 5/8" DIA. ASTM ® RE OTHER MAN TRU WHICH • INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C280, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE. RELATES TO AT&T MOBIU Y IS STRICTLY C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE PROHIB ED. • 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND MOIST SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN . CAUTION! CALL BEFORE YOU DIGI BURIED UTILIRES EXIST IN THE AREA AND ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT E UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT MANUFACTURERS WRITTEN INSTRUCTIONS. Know what's below. SHEET TITLE UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 10. ALL WELDS TO BE 1/4" FILLET UNI FCC NOTED OTHERWISE. C a i i before you dig. GENERAL NOTES REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED 11. TOUCH UP ALL FIELD DRIWNG, WELDING AND CUT SURFACES WITH 2 COATS OF NOTE: SUBMIT TO AT&T. ALONG WITH REDUNED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL SHEET NUMBER REV. STRUCTURAL DRAWINGS AND NOTES SHALL TAKE PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. GN-1 1 I \ 1 B * LEGEND "r aLa(� \ �J.� # - SUBJECT PROPERTY LINE A�,1 ADJACENT PROPERTY LINE y „ +' MOBILITY * RIGHT-OF-WAY LINE -- 1 s —FO FO PROPOSED CONDUIT AT&T MOBILITY CORP. -ft FO ED EXISTING CONDUIT OHP OVERHEAD POWER LINE 19801 SW 72ND AVE.,STE.200 (�� - OHP TUALATIN,OR 97062 'Y n 1, ---------...—.V- BURIED/INDOOR POWER LINE 1 \.. G`-'P�O GAS GAS BURIED GAS LINE \ �` OHT OHT OVERHEAD TELEPHONE LINE EXISTING \ ��+ —* * * * BURIED TELEPHONE LINE FDH VELOCITE j BUILDINGO� W w —W —N - BURIED WATER LINE ENGINEERING INNOVATION �L� SS SS BURIED SANITARY SEWER . ' 1" /2> SD SD BURIED STORM DRAIN 4004 KRUSE WAY PLACE .W., .. �\ \ Oy DITCH LINE/FLow LINE BLDG.4004,SUITE#220 ..ff��, • ROCK RE AIMING WALL LAKE OSWEGO,OR 97035 lo \\ 0q -VEGETATION LINE 503-636-2500(MAIN) C:t pO x` X — X —'X - CHAIN LINK FENCE 503-636-2501 (FAX) / y= , 0�' \ "5�j WOOD FENCE �C J- - X X X — X - BARBED WIRE/WIRE FENCE W.= SITE ID: PR35 TRANSFORMER FIRE HYDRANT Z V • ` / /1/ EXISTING AT&T OUTDOOR C LIGHT STANDARD N4 GATE VALVE TIGARD Z W W W W �� I // �� -- ROOFTOP SITE, SEEA-2 I P I POWER VAULT EB WATER METER Y � =* , ,, a `.' _ _ ,-+, ® UTILITY BOX J� FIRE STAND PIPE 6975 SW SANDBURG a- o \� �► \ �\ 0 UTILITY POLE ❑ CATCH BASIN TYPE I STREET - . i/ I 1:� TIGARD,OR 97223 . /// . . . . . . . . i/ PROJECT: I �I g�� LTE 3C 4C A �j} ISSUED FM �� EXISTING �v iii :•�a '/ PARKING LOT 44 > li CONSTRUCTION L N, j \ I SUBMITTALS v / , !,.. � REV. DATE DESCRIPTION BY - / A vI 11-1� A 11/18/15 PRELIM CD BT • 11 \` \S / \ 0 03/22/16 FINAL CD 6T — — a \ 06/23/16 / MODS BT ` I ------ ---_-- c/ ' ay ROOF SLED 1/ p"Toi I ��V Q��� V `\ / ///_,\ / /// ,\ I r //, \ I/ / 7, \\ r /// _ /1 / Y i t,4, • L ce �` i 11`\ v!s. .:-•• / I w� i7-I I1�`\ %/1 Ir• _- -1. v I/ / V , i/ I j1 EXISTING q ��v o 0 V pQv PARKING LOT b 4 4 FA,: 10094146 ' ,vv44.,:5. 'fine,u. 4 .4 4 ..1, _ \ DRAWN BY: BT C3 - f�V� t-$..:-. '4 V"4r U.• V // .Y3� �+Q. CSG O5 tet: 4,., u CHECKED BY: PT i 1��v v4� Vvv:"! ` 4 \v'et°\44(' vV QV{,{ Y ,�` WRRTM ISSUE DATE:, Imo.n -- • v 06/23/16 4 Vr 4� 1� � ,g �� V� �V � n � 4, Z 3r .• t,'..IXIST1NGYXBUILDING w o: `�,� 4,1 ���ED PROf�J, i s EXISTING )• a �(s*Y H�1+4%46 /� - C'; BUILDING • a ey ep y 0 EXISTING 0 IPE 4c�.; BUILDING ' —11 S i 1. Ii / \/// , - ._,....7... 4 -g ' 1/9` V' ,/ OREGON - '` , 1 \\ � 06/ 1 e Zoe 04.*41, o f 4.:.---,!...=5, ,,,../t..-,..; ' '4 �... { �.i, .W.. . . RENEWS 06/30/16 :'; 'h -t+ THE NFORMADON CONTAINED IN THIS 2 4r, ,oF '-'Me- '',„".:1-%-- 4 ' SET OF CONSTRUCTION DOCUMENTS IS �9 SW SANDBURG STREET 4 ,:..7.„,f,.. 4 4s' v -4,--->,, w , Pk s 4, V°;s a PROPRIETARY BY NNTURE ANY 115E OR ...... DISCLOSURE OD£R THAN THAT WHICH RELATES TO AT&T MOBLIIY 6 STRICTLY Lr, -... _ PROHIBITED. % N1 i "' , SHEET TME: N —N_P/- OVERALL SITE I PLAN 23 SHEET NUMBBER REV. ♦ OVERALL SITE PLAN 1 A- 1 1 m 22'x34'SCALE i'-30' I , I 11'x17'SCALE 1'-60' 0' 30' 60' 1. MOUNTING/ANTENNA DESIGN AND ANALYSIS BY JBE DATED 06-22-16 _ , 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPLICABLE). ��', a}�} 3. CONTRACTOR TO VERIFY RF DATA WITH VELOCITEL CONSTRUCTION '; ` L ® MANAGER AND/OR RE '+rt ENGINEER PRIOR TO CONSTRUCTION ' � r' MOBILITY A AT&T MOBILITY CORP• . 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 FDH VELOCITEL ENGINEERING INNOVATION EXISTING WALL MOUNTED PANEL ANTENNAS (OTHER CARRIER, TYP.) KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 503-636-2501 (FAX) EXISTING MECHANICAL UNIT, TYP. V 8... v v B - S. 8..... 4__ v___ v v v B.. B__.. v SITE ID: PR35 • EXISTING AT&T - PROPOSED LTE ANTENNAs TIGARD 4 _ ANTENNAS ALPHA ... ALPHA SECTOR, SEE RF-1 SECTOR (SEE RF-1 / A 6975 SW SANDBURG EXISTING DOGHOUSE FOR CLARITY) a I, ♦ STREET EXISTING AT&T LTE � t TIGARD,OR 97223 GPS ANTENNA & ( -/ OTHER CARRIER GPS �" PROJECT: ' .: ANTENNAS. zz—EXISTING (12) RUNS OF `.."..` / EXISTING (12) RUNS LTE 3C 4C ISS EXISTING CABLE 1-5/8" COAX & (6) � OF 1-5/8" COAX & 1ED FOR ENTRY PORT RUNS OF 7/8" COAX EXISTING FC12 FIBER /EXISTING (6) RUNS OF 7/8" CONSTRUCTION COAX EXISTING FC12 FIBER , SUBMITTALS DISTRIBUTION BOX ROOF? DISTRIBUTION PANEL REV. DATE DESCRIPTION BY I A 11/18/15 PRELIM CD BT 0 03/22/18 FINAL CD BT (1) FIBER RUN (2) DC 1 CABLE RUNS ROUTED I DC CABLE RUNS(2) 006/23/16 ROOF/SLED MODS BT a s a_, - FROM EXISTING FC18 k - ROUTED FROM FIBER RTO EXISTING ON DC2 ` 4; ` FIBER EXISTING BOXSURDISTRIBUTION N`o SURGE PROTECTOR ` " ` BOX TO EXISTING DC2 SURGE EXISTING AT&T ` PROTECTOR BOX. ANTENNAS GAMMA SECTOR (SEE RF-1 LBT FOR CLARITY) 1 L 1 \ ' EXISTING ELEVATED PROPOSED LTE ANTENNAS �I\, F* 10084146 ,,�, CABLE TRAY MA SECTOR, SEE RF-1 V, DRAYIPI BY: _ CHECKED BY: �� 1 A PT EXISTING ........ _ / ,� ', CURRENT ISSUE DATE: APPROXIMATE /EXISTING GENERATOR <. LOCATION EXISTING ROOF / II : 06/23/16 AT&T INDOOR a' b a STAMP EQUIPMENT ROOM a s r b ti a s • ,���2SW:j 7 kp PROFS ° m EXISTING AT&T a PROPOSED LIE ANTENNAS CJI ANTENNAS BETA SECTOR BETA SECTOR, SEE RE-1 4 y (SEE RF-1 FOR 'PEE EXISTING ROOF HATCH W/ CLARITY) PROPOSED ROOF UPGRADES PER JBE DATED 06-22-16A Itilli ACCESS LADDER, ACCESS TO PROPOSED NEWAVE SLED P/N: RTP12 PER SECTOR (3) TOTAL ROOF FROM LOWER ROOF. PER JBE DATED 06-22-16 OREGONQ 06/ r,/1 s,�°S& drkt D'i1 RENEWS 06/30/16 3 of 5,', E WFORIA410NONNIN 7HISSET OF COISWRUCI1ON DOCUMENTSED IS a PROPRIETARY7BY NACTURETAANY CSE OR DISCLOSURE OTHER THAN THAT WIUCH RELATES TO AT&T MOBIJTY IS STRICTLY L',.--,-,, N N PROHIBITED. I I / \ / \ SHEET LIRE E —t1 t.•l— —•14 •S— COMPOUND 11.1 � LAYOUT PLANS I SHEET NUMBER: REV. 11"xx17.SCALE: 1.'20' 0' 0' z0 EXISTING COMPOUND LAYOUT 1 11.:(17.SCALE: 1. 20' 0' 0' 20• PROPOSED COMPOUND LAYOUT 2 A-2 1 ' at&t MOBILITY / 13'-6• / AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 — EXISTING (1) MARATHON l SEISMIC BATTERY RACK FDH VELOCITEL W/(20) MARATHON BATTERIES. E NGINE£RINO INNOVATION —EXISTING (1) MARATHON SEISMIC BATTERY RACK 4004 KRUSE WAY PLACE W/(20) MARATHON BATTERIES. BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) EXISTING AT&T 503-636-2501 (FAX) CABLE ENTRY I I° I / 1• °1 1• •I SITE ID: PR35 // I 1• / i• r TIGARD EXISTING FIBER LOOP / / 6975 SW SANDBURG ENCLOSURES / „ q a o ,.-- o o/ TREET I — EXISTING 19" LTE FIF / _ TIGARD,OR 97223 RACK ) PROJECT: . •— • % orC—" • LTE 3C 4C • • CONSTRUCTION EXISTING (12) RUNS OF / 1� OISSUED FOR � EXISTING UMTS EXISTING (12) RUNS OF /1.,�� ,\•.,_' • 1-5/8" COAX & (6) a\w' . 7- T CABINET 1-5/8" COAX & (6) �; q T SUBMITTALS RUNS OF 7/8" COAX (1) / �. • / RUNS OF 7/8" COAX (1) / t° ° / REV. DATE DESCRIPTION BY FIBER RUN (2) DC CABLE / ��° % EXISTING TELCO DEMARC FIBER RUN (2) DC RUNS % / A 11/18/15 PRELIM co BT 0 03/22/16 FINAL CD BT EXISTING (1) COAX / C/ EXISTING DISTRIBUTION / E/ 0 06/23/16 ROOF/SIE MODS BT RUN TO EXISTING / \ RACK / \ / E GPS ANTENNA \ / fit '� / i EXISTING (2) GSM / \ — _/ EXISTING GROUND N / �// CABINETS. / BAR / ¢% / \ . _ . '/ EXISTING ALARM DEMARC "'/ \ _/� % I \ FA/: 10094146 / - � EXISTING (1) MARATHON / / DRAWN BY: or SEISMIC BA TERY RACK CHECKED BY: PT / / W/(20) MARATHON / / / _ I / BATTERIES. / _f I / CURRENT ISSUE DATE / / / / / 06/23/16 / _/ / EXISTING (1) MARATHON / SPO EXISTING ALPHA / I• •I I• •t / SEISMIC BATTERY RACK / I• •I I• •( /// TECHNOLOGIES 24VDC W/(18) MARATHON / CXPS 24-4T POWER / BATTERIES. / / ED PROF RACK. / [ I. .9 1. .I / / 1 I. .1 I. .r �S`��Gt1� �j0 S/ • PE //////////////////////////////// / V //////////// ////////////////////X/ � �r OREGON O 06/ INSTALL (1) RECTIFIER & (6) ` 9.ZOO DC BREAKERS INTO • o EXISTING POWER PLANT • �' Q U RENEWS 06/30/16 g of THE INFORMATION CONTAINED IN THIS w SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY ISE OR -11 DARE OTHER THAN TENT WHICH RElA1ES TO AT&T MOBIJIY IS STT8CU.Y N N PROHIBITED. 1 1 SHEET TITLE: E —140031$� •` —fir '' EQUIPMENT ii 14 IA LAYOUT PLANS SHEET NUMBER: REV., Q 1 22:x34•SCALE 1•"2 , ' I PROPOSED EQUIPMENT LAYOUT 2 A-3 1 22•x34•SCALE: 1• z.5' ' a—� ' EXISTING EQUIPMENT LAYOUT 11•X17•SCALE: 1•"5' 0' 25' S' 11'X17•SCALE: 1'"5' 0' 2.5' 5' : NOTES' EXISTING LTE 700/1900 PANEL ANTENNA, (1) PER PROPOSED AWS RRH 1. MOUNTING/ANTENNA DESIGN AND ANALYSIS BY JBE DATED 06-22-16 SECTOR, (3) TOTAL (1) PER SECTOR (3) TOTAL 'a.. } } 2. FUTURE ANTENNA CONFIGURATION TO INCLUDE UP TO 12 ANTENNAS. 7i at&t 3. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPUCABLE) EXISTING UMTS 850/1900 PANEL ANTENNA, (1) PER PROPOSED WCS RRH '" " MOBILITY SECTOR, (3) TOTAL. (1) PER SECTOR (3) TOTALA * "" ' PROPOSED LTE AWS/WCS/GSM 850 PANEL ANTENNA. • (1) PER SECTOR, (3) TOTAL198 AT&T 72N MOBILITY CORPOTE.200 ALTOP OF LTE PANEL ANTENNA ARRAY _ — TUALATIN,OR 97062 ±48'-0" AGL I il 1 /ik PROPOSED ANTENNA RAD CENTER I ( �'` ±44'-0.AGL I EXISTING WALL MOUNTED ANTENNAS, (OTHER CARRIER, TYP.) 13 FDH VELOCITEL lig :I II I t [1IiI II r C- f - p rt -°1I, ENGINEERING INNGVATIGN AL TOP OF EXISTING BUILDING ±39'-0" AGL ! ���� h � ❑. ES 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 ❑❑❑SQUARE LAKE OE ,O9 4", ` A 503-636SW-2500GO (MAIN)R7035 503-636-2501 (FAX) ---0 .,-- PROPOSED ROOF UPGRADES . , jaw . >~,.�. PER JBE DATED 06-22-16 dc 11 ° SITE ID: PR35 -1' * '''.. . fr I 6975 SW SANDBURG 0,s o3 a � ,# i y C STREET 97223 • / z>o � `,,, _ 4/4:ri; PROJECT:LTE 3C 4C \ 11P, \ /-.� 1.:II`'ei� �T'; �. �.1 BI t', ISSUmFON. - -3 43% —x,• 11 ,.. v: sZ% , ,-- j'r�. CONSTRUCTION REV. DATE DESCRIPTION BY A 11/18/15 PRELIM CD Br AL GRADE (REF) QO 03006/216 ROOF LAL SLEED�MODS BT 0'-0" (ASSUMED) 22x34'SCALE NTS 11•x1r SCALE: NTS PROPOSED EAST ELEVATION 2 EXISTING GSM 850/1900 PANEL EXISTING LTE 1900 RRH EXISTING UMTS 850/1900 PANEL ANTENNA, ANTENNA, (1) PER SECTOR, (3) TOTAL TO REMAIN(1) PER SECTOR (3) TOTAL (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED EXISTING LTE 700 RRH EXISTING AT&T GPS ANTENNA EXISTING LTE 700/1900 PANEL ANTENNA, (1) PER SECTOR (3) TOTAL NEAR EXISTING GPS ANTENNA (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING F* 10094148 ild SATELLITE DISH DRAWN BY: BT AIL TOP OF LTE PANEL ANTENNA ARRAY CHECKED BY: PT ±48'-0" AGL 1- 1�� I - CURRENT ISSUE DATE I II IR'II06/23/16 /� EXISTING ANTENNA RAD CENTER 4� I I I EXISTING WALL MOUNTED ANTENNAS, l� ±44' 0" AGL II (OTHER CARRIER, TYP.) STAMP Li 11I. �' gip =.*it TOP OF EXISTING BUILDING .1 Aff � ±39'-0" AGL . �' 15T 1 11 V 1Es - OD PROf4 ��� �:, 4 a EXISTING DC2 SURGE PROTECTOR ODD SQUARE 61-4 x�r 4..4:0#.... ODD �Y-�,_ ,� (2) PER SECTOR (6) TOTAL )lam r' . TO REMAIN f illi �OREGON0 • t 06/' /1� Zp r�. -, - i D.X18 pPI(9 (y• V o1f4, RENEWS 06/30/16 o y! I'2',tj� a,,,,- Qor{' ��GYV 1G� tr�C ,. �fi ,. / _ i i rye os Qo ,-.p� THE INFORMATION CONTAINED IN THIS w i ./4-Orig,te'''agi: %-'1, .., •S>,,i: SET OF CONSTRUCTION DOCUMENTS IS v NI_ .L, i -, ., PROPRIETARY BY NATURE ANY USE OR 1 a f Y1- �1U eri..., \ ��IX 'C e r i a ,�,'' ��1' a r: RELATES TO AT&T MOBILITY IS STRICTLY VDISCLOSURE OTHER THAN 1}MT WHICH I \ Nw 1„ t \ ! %- iPROHBIIID. a ‘. E'er O0 p .%. -}7% f II(-, r :ter _ / �'`1# I'7""' '�`� "' �" /, ., .i I' "- �i SHEEP 1UIE + ELEVATIONS GRADE (REF) 0'-0" (ASSUMED) SHEET NUMBER REV. 11;x EXISTING EAST ELEVATION 1 A-4 1 PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE ( 1. MOUNTING/ANTENNA DESIGN AND ANALYSIS BY JBE DATED 06-22-16 0, ;•. 11 PR35 I 10094146 SUPPLIED BY AT&T WIRELESS,FROM RF CONTIG DATED: 01/13/16 BY: CAROL FRIZ 12. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPLICABLE). , }Q} I 3. CONTRACTOR TO VERIFY RF DATA WITH VELOCITEL CONSTRUCTION I �,�,� a &t ANTENNA FEEDER FEEDER MECHANICAL ( MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION I Nth, ,/, MOBILITY AZIMUTH DC SURGE AND SECTOR POS TECHNOLOGY ANTENNA MAKE ANTENNA MODEL RAD CENTER (DEGREES) TMA MODEL QTY DISTRIBUTION(QTY) TYPE LENGTH DOWNTILT A (FEET AGO (LTE) (FT) (DEGREES) AT&T MOBILITY CORP. . 1 LTE 700/1900 POWERWAVE P65-17-XLH-RR 44 25 0 19801 SW 72ND AVE.,STE.200 2 TUALATIN,OR 97062 A 3 GSM 850 LTE AWS/WCS CCI DPA-65R-BUUUU-H8 44 25 0 4 UMTS 850/1900 KATHREIN 80010765 44 25 LGP21401 2 0 1 FDH VELOCITEL 2 GSM 850 LTE AWS/WCS CCI DPA-65R-BUUUU-H8 44 135 (1)FC12 (1)FIBER 0 / B 3 UMTS 850/1900 KATHREIN 80010765 44 135 E15Z01P13 2 (3)DC6 (2)DC VARIES 0 ENOINEERINO INNOVATION 4 LTE 700/1900 POWERWAVE P65-17-XLH-RR 44 150 0 1 LTE 700/1900 KATHREIN 80010766 44 260 0 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 C 2 LAKE OSWEGO,OR 97035 3 GSM 850 LTE AWS/WCS CCI DPA-65R-BUUUU-H8 44 265 0 503-636-2500(MAIN) 4 UMTS 850/1900 KATHREIN 80010766 44 265 E15ZOP13 2 0 503-636-2501 (FAX) o SITE ID: PR35 SECTOR ALPHA Mhz SECTOR ALPHA o TIGARD of o ��ti f\ -/\-, �,7 , Gy 6975SWSANDBURG EXISTING LTE 700/1900 ANTENNA ��`� ho0 oo ON h J 3 STREET 0 '0ry co Q Q TIGARD,OR 97223 (1) PER SECTOR (3) TOTAL „°)�Z ��Q TO REMAIN 2 4, co�� oma c J4• h0� PROJECT: EXISTING LTE 700 RRH �� J �� LTE 3C 4C (1) PER SECTOR (3) TOTAL Q - ��h _ TO REMAIN v�_ `E' A= 0 4 ISSUED FOIL 11. 02 .e-� CONSTRUCTION EXISTING 002 SURGE PROTECTOR @' Q EXISTING GSM ANTENNA �° t, ,: �_ 850/1900PROPOSED ROOF UPGRADES PER JBE DATED 06-22-16 G°= PROPOSED o(1) PER SECTOR (3) TOTAL f \ t �c•.,= (1) PER SECTOR (3) TOTAL •ROPOSED NEWAVE SLED P/N: RTP12 PER SECTOR (3) TOTAL // ' �� GSM 850 LTE AWS/WCS ANTENNA SUBMITTALS TO BE REMOVED \ (1) PER SECTOR (3) TOTAL A 11 DATE DESCRIPTION PREUIOCBY ® Q- TO BE REMOVED PER JBE DATED 06-22-16 REV. DATE DESCPoPRON BY EXISTING LTE 1900 RRH , EXISTING UMTS TWIN TMA /� (1) PER SECTOR (3) TOTAL (1) PER SECTOR (3) TOTAL 0 /// /! �<�� PROPOSED AWS RRH (1) PER SECTOR (3) TOTAL o 03/22/1s FINAL.co BE TO REMAIN ``,- TO REMAIN X D 06/23/18 ROOF/SLED MODS Bi ditto./16641 EXISTING UMTS 850/1900 ANTENNA PROPOSED DC6 SURGE PROTECTOR (1) PER SECTOR (3) TOTAL (1) PER SECTOR (3) TOTAL TO REMAIN ' L► PROPOSED WCS RRH , (1) PER SECTOR (3) TOTAL • FA/: 10094148 i'.. DRAWN BY: Bf CHECKED BY: PT .,. ”,'i? ,. .. SEC. "0„ UMTS 850 1900 18lBC BATE ANTENNA 265° AZIMUTH SEC. "G" UMTS 850 1900 ',\` 06/23/16 EXISTING GSM TMA ANTENNA 265° AZIMUTH (2) PER ALPHA & BETA (4) TOTAL STAMP: SEC. "G" GSM 850 1900 TO BE REMOVED �I+�. � ANTENNA 265' AZIMUTH SEC. "G� 265,A �Wim{ GSM850 re.Lie ASECTORGAMMA Nis,..\ w SECTOR GAMMA i' PE co"\\\�/ ..900 .".,.` Q1: .:t SEC. ,.G 0E 260` AZIMUTH o S LTEX00 1900 i+1`TE 9�jc SEGG, AZIMUTH \\ OREGON AN 260' AO 850 4 p.. ANTENNA jI SFC s O6I /1A '-- y, �,,,,�p 9SFO tiq�CS \ `:� �By +rD o RENEWS 06/30/16 . ti�9 G 4,S of 2��� �: us �s 1,->c96.0 GTy Op 9 S� 7�s TS, �44C'S THE INFORMATION CONTNNED IN THIS i v ti, �� y ss j �S PROPRIETARY BY ORSET OF CONSTRUCTION DOCUMENTS a Gj• 90 F1- &, �i�0 -,r D6CLOSURE OTHER THAN THAT WHICH a s0 j 'S' p Z9 < Cijy,g0 SSS RELATES AT&T NOBILOY IS STRICTLY N 9�o NI S O 'G 0 II� 00 SHEET TITLE: —14 —04400 yo 0ts ?� Go ANTENNA `,. SECTOR BETA i` SECTOR BETA y ' CONFIGURATIONS SHEET NUMBER: ♦ REV. :X Nis NTS EXISTING ANTENNA CONFIGURATION 2 11•x"17•� NTS PROPOSED ANTENNA CONFIGURATION 1 R F- 1 1 AMEX MANUFACTURER: CCI PART 1I HPA-65R-BUU-H8 at 4_} . LENGTH: 92.4" �,aa[` ,r° ` WIDTH: 14.8" MOBILITY DEPTH: 7.4" :. WEIGHT: 68 lbs. `-i- lullAT&T MOBILITY CORP. • rn 19801 SW 72ND AVE.,STE.200 1111 TUALATIN,OR 97062 . FDH VELOCITEL ENGINEERING INNOVATION RF CONNECTORS, TYP 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) Io ` 503-636-2501 (FAX) J ° fie',E SITE ID: PR35 14'6" TIGARD NOT USED 9 SCALE : NTs LTE ANTENNA DETAIL 8 6975 SW SANDBURG STREET TIGARD,OR 97223 MOUNTING MOUNTING PRWECT: ATTACHMENTS PER PIPE LTE 3C 4C STRUCTURAL ISSUED FOR: CONSTRUCTION SUBMITTALS co REV. DATE DESCRIPTION BY 10 3/8" A 11/18/15 PRELIM CD BT 6 7/32" _ g• " 0 03/22/18 FINAL CD BT _......._1 ` 0 08/23/18 ROOF/SLED MODS BY MOUNTING PIPE % - 0 0 t _.L 1 . UNISTRUT FA/: 10094148 SECURED TO DRAWN BY: BT MOUNTING PIPE MANUFACTURER: RAYCAP CHECKED BY: PT MODEL DC2-48-60-0-9E CURRENT SUE DATE SURGE PROTECTOR _ 06/23/16 SCALE : NTS NOT USED 7 6 NOT USED 5 STAMP: MANUFACTURER: ALCATEL-LUCENT MANUFACTURER: ALCATEL-LUCENT \So PR oft/ i-• MODEL: RRH2X40-AWS 2100MHz `: MODEL: RRH4X25-WCS CO HEIGHT: 24.4" IIII oD HEIGHT: 31.5" 4S Cs N. �0 WIDTH: 10.63" WIDTH: 12" �' 10.63" DEPTH: 6.7" I 12" WEIGHT:DEPTH: 70 LBS �V � ; WEIGHT: 44.0 LBS �} HE IAP �]/ FRONT SOLAR FRONT SOLAR 06/ /1,A;14.4.44) ,O�pN0 SHIELDit SHIELDtil.D TO1-1 • • RENEWS 06/30/16 0 \\\ THE INFORMATION CONTAINED W THIS I SET OF CONSTRUCOON DOCUMENTS IS w \\ �• \\ �• PROPRIETARY BY NATURE ANY ISE OR V• \ '` �� DISCLOSURE ODER THAN THAT WHICH a N \� _ \\� RELATES TO AT&T MOBNJTY IS SARK LY PROHBRED. i 1 �� MOUNi1NG • • ` ...w. I� MOUNTMG' n RRH \ f BRACKETS RRH a BRACKETS 11TLE H f���� RF DETAILS E EB4CLI JSO VIEW FRONT JSO VIEW SHEET NUMBER REV. NOT USED 4 NOT USED 3 SCALE : NTS AWS RRH UNIT WITH SOLAR SHIELD 2 SCALE : NTS WCS RRH UNIT WITH SOLAR SHIELD 1 R F-2 1 • CABLE MARKING TAGS at&t TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL 'rye ' MOBILITY TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING • ``^ -e=>'` LOCATIONS SHOULD BE AS PER -CABLE MARKING LOCATIONS TABLES. THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 THE FOLLOWING ARE 3 DIFFERENT O O O FORMATS TO BE USED FOR THE 1 A 1A 1A BRASS TAGS. T8 3B 69U9 , FDH VELOCITEL i DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C ENGINEERING NNQVATlSN FORMAT A IS TO BE USED WHEN THERE 4004 KRUSE WAY PLACE IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO BLDG.4004,SUITE#220 TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT LAKE OSWEGO,OR 97035 THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO 503-636-2500(MAIN) TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING 503-636-2501 (FAX) AT THE TOP OF THE TOWER. THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE SITE ID: PR35 TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE TECHNOLOGY. TIGARD SECTOR GAMMA SECTOR ALPHA RF CABLE C2 Al RF CABLE A2 6975 SW SANDBURG THROUGH C6 AS THROUGH A6 AS STREET REQ'D REQ'D TIGARD,OR 97223 PROJECT: LTE 3C 4C Cl Bl ISSUED FOR: CONSTRUCTION SECTOR BETA SUBMITTALS RF CABLE B2 REV. DATE DESCRIPTION BY THROUGH B6 AS REQ'D A 11/18/15 PRELIM CD DT 0 03/22/16 FINAL CD BT NOTE: 0e/23/16 /sLED MODS BT SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR SITE TO DETERMINE THE SECTOR ORIENTATION. CABLE MARKING LOCATIONS NO. TAG LOCATIONS i X END OF THE MAIN COAX RUN WHERE THE COAXIAL F* 10094146 CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY: BT CHECKED BY: PT 2. X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER . (AS APPUCABLE). CURRENT ISSUE DATE: 06/23/16 3. X END OF JUMPER AT BTS CABINET STAMP: X N, ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. ItSaktD P Of4.� CABLE COLOR MARKING C� �G ��`�ts ,Ov IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE i PE.# BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABELING. THE COLORS SHALL BE AS FOLLOWS: OREGON SECTOR A: RED 06/ /1� �•,�ps t SECTOR B: BLUE r� as SECTOR C: GREEN rL D 110 THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF RENEWS 06/30/16 DATA SHEET (RFDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED AT EVERY SITE. THE RfURMATION CONTNNED N THE COAX BOOT SPECIFICATION PRET OFTARY CONSTRUCTION DOCUMENTS IOR S m DISCLOSURE OTHER THAN THAT WHICH ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE: RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. ROXTEC H SEAL H3-150 / 3X (28-54) / 20 SHEET TITLE SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE) CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL RF NOTES SHEET NUMBER: REV. R F-4 1 \ GENERAL GROUNDING NOTES: ' +a t } / \\,,,,,v 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW a`&`� / c� o o GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. ' MOBILITY 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY CORP. • GROUND ALL SURGE 19801 SW 72ND AVE.,STE.200 e PROTECTOR'S AS REQUIRED 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METAWC TUAL4TIN,OR 97062 COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR \ A '�- ' GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT GROUND ALL RRH'S FROM TOWER OR POLE USING MFR'S PRACTICES. FDH VELOCITEL AS REQUIRED �� 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE ENGINEERING INNOVATION ! �/ ���41/1.7,\ COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE �® ABOVE GROUND. � OUNDING AND 4004 KRUSE WAY PLACE \ / BLDG.4004,SUITE#220 \ /moi//� � 5 OTHER OPOERATIONAL R TO (TESTING TESTFY AND BE WITNESSED GROUND TO OBY AT&TURCE. R REPRESENTATIVE. LAKE OSWEGO,OR '/ 503-636-2500(MAIN)97035 6. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX) AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY SITE ID: PR35 REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO TIGARD DOCUMENT ALL CADWELDS AND GROUND RING 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTAWNG 6975 SW SANDBURG GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. STREET / APPROXIMATE LOCATION OF TIGARD,OR 97223 ,,, PRIMARY GROUND BAR AT GENERAL ROD NOTES (WHERE APPLICABLE): PROJECT: - TOP OF BUILDING LTE 3C 4C 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, ISSUED FOR: N UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO CONSTRUCTION LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO SUBMITTALS SHOW THE PLATEAU. REV. DATE DESCRIPTION ler 2. 2 POINT GROUND TEST OR 3 POINT 62% ItSIJ WILL NOT BE ACCEPTED A 11/18/15 PRELIM CD ET \,, ...-:-..: APPROXIMATE LOCATION OF AS ALTERNATIVES TO THE AFOREMENTIONED GROUND IMS. TEST SHALL BE o 03/22/16 FINAL CD BT GROUND BAR AT SECTOR SLED PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM p o6/23/15 RooF/SLED MOOS ST / (1) PER SECTOR (3) TOTAL GRIDS AND EXISTING COMMUNICATIONS FACILITY. rri / � .I SYMBOL DESCRIPTION \,� ..-.-_,-----• 0 COPPER GROUND ROD 1a+.. iii' .- _ : ® TEST WELL \\\ 1, A CADWELD CONNECTION ,� _ .. :,...,.. _. FAf: 10094148 ® GROUND BAR DRAWN BY: BT 89 MECHANICAL CONNECTION CHECKED BY: PT -.._.. ''... CURRENT ISSUE DATE: ‘,...k�' FIELD VERIFY & TIE INTO J 06/23/16 EXISTING GROUNDING SYSTEM -k STAMP: RSD PROf4 1 w \ QPE ` r ��J//}} .'a.4.:.} N �,' OREGON \ 06/A•/1�q 9.713 ik i O \ \c1,\# RENEWS 06/30/16 �' \�/• THE INFORMATION CONTANTD*1 THIS S' \\ ! V PROPSET RIETARf� USE OOCUMENTS AR �, DISCLOSURE OTHER TWW THAT WMCH x _..-_... !%/ RFIATES 1O AT&T MOBILDY IS 5TRIOILY ` � ' PROHIBITED. _iii.,,„wA. 1V � "'" SHEET TIM I • / / _ 12 -It 41- GROUNDING I / / i / \ / I PLAN SHEET NUMBER: REV. ST22•x34"SCALE: 1.-2.5' s ^1 iG-1 1 11•x17•SCALE: 1"-S' 0' 2.5' 5' GROUNDING PLAN 1 SURGE PROTECTOR DOUBLE CRIMP /� ' & OR FIBER POWER CONNECTION, TYP Q��} 4"x 30"x Ya"THICK , • 'dtaCL CONNECTOR UMTS/GSM `( COPPER GALVANIZED �� �t� Q AN1EdllA ACIIEddA INTERIOR /// 1GROUND BAR X"x4"x1/4" N GROUND KITS WITH LONG BARREL #� L0 �j � MOBILITY I: GROUND RING / l'' ¢ � THICK COPPER COMPRESSION DOUBLE LUGS AND lI RRH(S), TYP TMA •/ �/ GALVANIZED INSPECTION WINDOW, ATTACH TO '� .. ;i BOND RF BUS BAR GROUND BAR GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS AT&T MOBILITY CORP. 2-1 / ,� 1\ TO 1" SECTION 19801 SW 72ND AVE.,STE.200 .� OF°. ISOLATOR -444 TUALATIN,OR 97062 DC FIBER/ 11 0ligWHENTORRHI i �Ioh � 0000 00000000000 SPU LE) �''OE EE``xI x o000 00000000000Fo Fo �ko I —cx cx I WALL MOUNTING h UTILIZE GROUND KITS WITH ° ° - g �� I BRACKET ' I ''� #2 AWG AND 2—HOLE 7000 00000000000 �� BRA '°°° °°°°°°°°°°°1 1 FDH VELOCITEL o I (2) 2 AWG GROUND I o� ✓ i �`� COMPRESSION LUGS UNLESS Ll. o w \\ __�WIRE TO RRH, TYP�� \ ISOLATOR, TYP ` % SPECIFIED OTHERWISE /TINNED SOLID BARE\ TYPE W TYPE VS TYPE VB TYPE PT ENGINEERINQ INNOVATION 1 COPPER E,, • �\/ BOND DC BUS BAR & "A" SECTION BONDED T0: = WIRE CADWELD 4004 KRUSE WAY PLACE POTENTIAL SURGE PRODUCING (TYPE—GL) ,,, DC AND FIBER TO COAX RUN EQUIPMENT TO "P" SECTION INTERIOR GROUND RING �'�� BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 SURGE PROTECTORS) • EXTERNAL EARTH GROUND — X" VARIES _ 1 ;� \�� _ EXOTHERMICALLY WELD #2 AWG (BURIED GROUND RING) ►,� , 503-636-2500(MAIN) L.-1 MOUNT GROUNDING BUS BAR NEAR 2 AWG GROUND WIRE BARE TINNED SOUD COPPER WIRE • METALLIC COLD WATER PIPE 503-636-2501 (FAX) # CONDUCTOR TO GROUND BAR. ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING 6 o ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY TYPE GR TYPE GL MOUNT GROUNDING BUS BAR -0 GROUND RING AND PROVIDE • BUILDING STEEL W TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD (IF AVAILABLE) SITE ID: PR35 o WITH ISOLATION NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES — CONSULT WITH TIGARD y'V I NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. PROJECT MANAGER FOR SPECIFIC TYPES OF CADWEIDS TO BE USED. SCALED- :NTS GROUNDING SCHEMATIC DIAGRAM 5 SCALE: NTS CELL REF GROUND BAR(CRGB) 4 SCALE:NIS GROUND BAR 3 SCALE:NIS CAD WELD EXAMPLES 2 6975 SSTREET WSANDBURG TIGARD,OR 97223 PROJECT: LTE 3C 4C ISSUED FOR: CONSTRUCTION SUBMITTALS REV. DATE DESCRIPTION BY A 11/18/15 PRELIM CD BT 0 03/22/16 FINAL CD BT & 06/23/16 ROOF/SLED MODS BT FA/: 10094146 DRAWN BY: BT CHECKED BY: PT CURRENT ISSUE DATE 06/23/16 STAMP: ROk 30G pf 4/o 4, �� ,�iuuCis1 _1a d OREGON 06/xttA 9. itk D1,00 RENEWS 06/30/16 o THE 10I6MTpN CONTAINED IN THIS oI SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH a RD AT&T MOBILITY IS STRICTLYPPOITE SHEET TITLE E GROUNDING DETAILS SHEET NUMBER REV. NOT USED 1 G-2 1 • QGENERAL CODE COMPLIANCE Q — c`r'v 1. THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED.OTHERWISE. ALL WORK&MATERIALS SHALL BE PERFORMED&INSTALLED IN ACCORDANCE , ON w w e-- , WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY '- z o z "a 2. ALL CONSTRUCTION,TESTING AND INSPECTION SHALL CONFORM TO THE THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE ;_' " 0, Ow z . - 1 ip 2012 IBC AND THE 2014 CBC. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 0C m w 3. ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, -2014 OREGON STRUCTURAL SPECIALTY CODE Complete w I r,2 12 S solutions m PROVIDE DETAILS SIMILAR TO THOSE SHOWN,SUBJECT TO REVIEW. 2011 OREGON ELECTRICAL SPECIALTY CODE ! 1 -2014 OREGON MECHANICAL SPECIALTY CODE `° 4. VERIFY ALL EXISTING FEATURES AND CONDITIONS(DIMENSIONS, 2012 NFPA 101 LIFE SAFETY CODE COW if ELEVATIONS,ETC.)UPON WHICH THESE DRAWINGS RELY. ALONG WITH ANY OTHER APPLICABLE LOCAL&STATE LAWS AND REGULATIONS —, 5. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE BE CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE THIS FACILITY IS UNMANNED&NOT FOR HUMAN HABITATION. DISABLED ACCESS PROJECT NAME: TIGARD-PR35- LTE WAVE 2/3 STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. &REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH OREGON STATE PROPERTY�'''7=07" PROJECT LOCATION: 6975 SW SANDBURG ROAD,TIGARD,OREGON 97223 "�"° `"°""°"° BUILDING CODE " ^: ��13�6 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS FOR WORK SHOWN ON THESE DRAWINGS AND ANY SHORING,UNDERPINNING, CODE COMPLIANCE 12 4 BRACING,OR SCAFFOLDING REQUIRED TO COMPLETE THIS WORK. — `` 4,5-41'91.16, . ,41°' 7. DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL BE PROJECT DESCRIPTION S0.0 GENERAL NOTES kJ �' S1.0 ROOF FRAMING PLAN&DETAIL 7 4 RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE,THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING,BRACING,AND GUYS IN ACCORDANCE AT&T MOBILITY PROPOSES TO INSTALL EQUIPMENT TO AN EXISTING WITH ALL NATIONAL,STATE,AND LOCAL SAFETY ORDINANCES. UNSTAFFED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OFA(3) 1-GC-Nr" SECTOR ROOFTOP ANTENNA ARRAY`AND INDOAOR EQUIPMENT ROOM. t# l a • 8. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER SPECIFICATIONS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. vg, 9. WHERE A CONFLICT OCCURS BETWEEN THE SPECIFICATIONS,NOTES ON t THE DRAWINGS,GENERAL NOTES,AND SPECIFIC DETAILS,THE MORE 1 �$; isl('t RESTRICTIVE SHALL GOVERN. 10. DO NOT SCALE THE DRAWINGS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT,AND TO PROTECT SCOPE OF WORK NOT USED 7 SHEET INDEX 3 THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF ' a ° d` ' n . m Ata PROJECT INFORMATION , REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PERFORMANCE OF k , & : r 1 THIS WORK. SITE NAME: PR35 TIGARD i f t e ,e- I , :fi Wks - 0 1 t & u -75 v S2 [i, s COUNTY: WASHINGTON E 12. THE CONTRACTOR MUST HAVE EXPERIENCE IN PERFORMANCE OF WORK CURRENT ZONING: C-P " 3 I r� " ' '' DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT,THETy ' " � A j SITE NUMBER: 2S101DD00101 �t t1%�tig k CONTRACTOR IS ATTESTING THAT THEY HAVE SUFFICIENT EXPERIENCE, PARCEL: ', �, f r '; :z ABILITY,AND KNOWLEDGE OF WORK TO BE PERFORMED AND THAT THEY LATITUDE N 45°35'25.00" ;. �r , ED REGISTERED AND/OR ENSURED TO PERFORM i t � �y W M I r gi' '' � $ ARE PROPERLY LICENSED, LONGITUDE: W-122°45'28 00" L o THIS WORK. STRUCTURE HEIGHT: 113'-0"(TOP OF(E)STRUCTURE) ' " ' 1 tr r ,^- a � 5{ �,� x. _y P,.�- �ah`Xt'"[e'�� r+ �' �F. 13. CONSTRUCTION LIABILITY: CONSTRUCTION CONTRACTOR AND HIS/HER PROPERTY OWNER: AMERICAN PROPERTY MANAGEMENT CORPORATION r j � �F SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITH GENERALLY 2154 NE BROADWAY,SUITE#200 ' ` 5 - i cc ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR AND PORTLAND;OREGON 97232 49a m HIS/HER SUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND o N cv ` :. - .e „� °: 3 as '- up rn L. Ccc OMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE SITE ADDRESS: CROSS ROADS CENTER a ) x r; COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL 6975 SW SANDBERG ROAD. '' ' r a +�5 axg r* s SITS t �' 2 w s, o LU z cc h .,.m a SEE 1/S1 U , w. � : PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL BE MADE TO PORTLAND;OREGON 97223 8073 o APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS,AND =' fi , o CONSTRUCTION CONTRACTOR AND HIS/HER SUBCONTRACTORS FURTHER APPLICANT: VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. AGREE TO DEFEND,INDEMNIFY,AND HOLD DESIGN PROFESSIONAL 4004 KRUSE WAY PLACE STE.#220 z' ' Yx r ', a HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN LAKE OSWEGO,OREGON 97035 ` CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT EXCEPT '' 7,5 r RatitV LIABILITY FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. APPLICANT CONTACT: KELLY EWING �t fid ' k i• 4 " PHONE (503)5151775 k : . >� :$'4,ld gis p ; 4 14. THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION SHALL BE MAINTAINED AT LEVELS GENERALLY ACCEPTABLE PROJECT ENGINEER SAME AS APPLICANT r s � '� f 1 t WITHIN THE CONSTRUCTION INDUSTRY BY THE USE OF BRACING,SHORING *� rz ty 1111 Revisions: AND UNDERPINNING UNTIL THE PROPOSED STRUCTURE MODIFICATIONS a " , x CONTACT: PAUL TIBBOT,PE yavw Date:06-23-2016 ARE COMPLETED. IN NO CASE SHALL THE EXISTING STRUCTURE BE PHONE-(/503 636-2500 EX.228 ALLOWED TO BECOME UNSAFE DURING CONSTRUCTION. CONSTRUCTION MANAGER KASEY PILCHER �� & ! Pro;No: 15024.15 PHONE:(503)704.4980 - Y z *tss -: Drawn By: FAD ENGINEERING: JOHNSON BRODERICK ENGINEERING,LLC „ 325 WEST 13TH AVENUE - Checked Bs AMB EUGENE,OREGON 97401 x PHONE-(541)338-9488 _ GENERAL .,. h.�__ ,' t n._ ©2016 GOGGLE-MAP DA ENGINEER OF RECORD: AARON BRODERICK,PEA©GOOG�E NOTES ' " AARON@JBE.US.COM { .F Sheet ti GENERAL NOTES 1 3 PROJECT INFORMATION I 9 VICINITY MAP v p ' I 1 S�.� e)2016 JOHNSON BRODERICK ENGINEERING.No part of this document can be reproduced without the written permission from JBE,[325 WE`I 13I H AVENUE EUGENE OREGON,9/401.(541)33&9488 or tax(541)338-8463 j 6-x'4 OP • - ` z 'c$' G1NFF 7:1: ���7 , 3 '',,.,, : k• .. n n,.EGO e y 6 D 1 m B Q 3 p 1 Ea t2(1'') , MORPDX.11,1.64EW ARE Tr. • NOTE:CONTRACTOR TO REVIEW AND SUBMIT CONNECTION DETAIL FROM NEW JOISTS TO EXISTING STEEL BEAM PRIOR TO INSTALLATION FOR ENGINEERS REVIEW. NOTIFY 1 ENGINEER IF FIELD CONDITIONS I I I I I I 1 I I I I .r' VARY FROMI LAYOUT NOTED ON �, 1 THESE DRAWINGS. 1 1 1 1 1 I I I , I I 1 1 1 I 1 1 1 1 I I I 1 1 I 1 1 / /0, ��TEl 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 I I I I I I I I I I I _ 1111. 1 .11111. 11. 1 I HI. f 1 . 111 _.®%0 1 I- 1 111 I I I I I I I I I I I I I I I I I I� I I II I I I I I I I � �I HIIIHIIIHHHI % /1 f 1 I 1 I I 1 I I 1 I I I I ( ,r4",� � SLED TO BE REPLACED WITH NEW I I i I I I1 I I II I II / VALMONT RTP12 SLED W/38 CMU(3)ROWS OF 10d x 3"NAILS BOTH SIDES TYP II 1 I II I I I I I I 1 II I II I II I ii I I i I I i i I I I I /� BLOCKS(MINIMUM 35 POUNDS PER (OFFSET BY 6"ON OPPOSITE SIDE) I 1 BLOCK)FOR-BALLAST. UPGRADE "Qin/® 111111111 I 11 111111111 f 1 Lti I l I I I ANY JOIST LOADED BY SLEd PER' TL. l i I I' I I I II I I I I I I I II f I IIIIIIII I I I I I III (TYPICAL OF 3 LOCATIONS)- 'C 1 1 1 I , 1 1 1 1 1 1 2x12 ROOF JOISTS @ 24"O.C. I I I I I I I I 1 1 1 I 1 1 1 LOCATE SLEDS SUCH THAT NO MORE �— 1 O" --� � 111 1111 1111 1111 I I 1 1,, THAN.THE SLED'S DEPTH[SON ONE 111111 1 f l I I I SIDE OF STEEL BEAM. �✓ I I I I I 1 1 1 1 1 1. 1 I I I I I I I I I I I I I I I 1. 1 1 1 1 I I I0 2" / • f D X X ►� Z N 03 EQ ��'� 11111 I I ( I I I I IWHHW 1 1I 1 1 1 ,a., o �) X X X 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 I I I I CI w EQ / A IIIIIIIIIIII1111111111JIIIIII ( III III cFo • X X X IIIIIIIIIIIII II I f =od 0 2" —' 1 1;( I I W 16x BEAM BELOW(TYP.OF 5) I 1-1-1. l �J ILD•0 a1 `Irtt I Tl`t1I / a 1- • e I I I I I I I 1 I I I I I I I I I I 1 1 1 1 1 I I 1 I I l I I I I I ///JJ/ a I I I I I I I I I I I I I. 1 I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I // 1 I I I ' 11 ( I I I I I I I 2/0 �/ IIII III IIII11 IIIIIIIII• II •IIII1111IIIIII ! /L NEW 1-3/4"x 11-7/8"1.9E LVL MICROLAM III 1 I I I I I I I 1 I I I I I I I 1 II I I I I I l I l I l l• OFASTENED TO EXISTING(NOT SHOWN FOR -'— II • `' Revisions: CLARITY) ( I I T •TI II IT I I 4 ,!,r , Date:06-23-2016 I I I I I I I 1 I I IIIII I IIIII I I I I I 1 1 I .N��, / HATCH INDICATES AREA 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 1 1 OF ROOF TO HAVE Pros No:15024.15 NOTE: � °.°° UPGRADED JOISTS CONTRACTOR TO SUBMIT JOIST SUPPORT INFORMATION SO THAT Re I I I I I I I/ Drawn By: JEW CONNECTION TO EXISTING WIDE FLANGE BEAMS MAY BE VERIFIED. Checked Bv: AMB ROOF FRAMING _ 2 JOIST CONNECTION DETAIL 1 ROOF FRAMING PLAN PLAN&DETAIL S1.0 SCALE: 1/16"=1'-0" S1.0 SCALE: 1/16"=1'-0" rSheet title: lt, ,,: S10 • .©2016 JOHNSON BRODERICK ENGINEERING.No part of this document can be reproduced without the written permission from JBE,[325 WEST 131 H AVEI1UEEUGENE OREGON,97401.(541)338-9488 or fax(541)338-9483 C ��r.� - - - - - , �; at&t ( ) , *1 MOBILITY ( g ) AT&T MOBILITY CORP. . ( e: ) ) 19801 SW 72ND AVE.,STE.200 ( pAarsllsr PART DESCRIPTION ) TUALATIN,OR 97062 ( ITEM QTY PART NO. RIPTLENGTH UNIT WT. NETWT. ) ( NOTES: 1 4 X-232896 BALLAST TRAY WELOMENT-STYE PRO 55.53 268.13 ( 2 2 X-RTP12 FRONT AND BACK HORIZONTAL TRAY SUPPORT WELOMENT 53.93 ,:.N ) ( t.BEE SHEET 2 FOR BALLAST LOADING FORMULA. 3 2 P272 2-384`X 72-SCH 40 GALVANIZED PIPE ' , ) s ( s.THE MOUNTING FRAME IS DESIGNED TO ACCEPT A 4 2 P2125 2-3/6OD0126-SCH 43 GALVANIZED PIPE +28' 40. SI F' FDH VELOCITEL ( ANTENNA PIPES MAXIMUM OF FOUR ANTENNA MOUNTS. 5 I P2150 23r, OD X150-SCH 40 GALVANIZED PIPE 150.0000 in 45. ORDERED SEPARATELY 9.CONCRETE 510015(CMU).44346OR SKOXIR, 5 12 SCAT CROSSOVER PLATE 2384•II 2.310 3.71-.. 44.50 ( w� ARE TYPICALLY USED FOR BALLAST. 7 4 X-127594 FLAT DISK CLAIM PLATE 4-CENTERS(GALVANIZED) 240 9.93 p ` ENGINEERING INNOVATION 0 0 0-100061 CLAW(PO-VCLAMPI GALVANIZED 0.91 7.30 ) ( 4.AN OPTIONAL TIE-0OWN ASSEMBLY,PART*SHO.,IS AVAILABLE,ORDER SEPERATELY. 9 40 0.011212 112•X24,2-X4-1rs-Xr U-BOLT(HOG.) 0.73 12 ) ( _ 10 18 01204 1rs-.4.HOG HEX BOLT GR5 FULL THREAD 4 0.21 ) 4004 KRUSE WAY PLACE ( 5.ANOPTK)NAIROOF PROTECTION MAT,PART*MATTO 11 to 01232 ID..rHOG NEXm17055 2 000 0.17311 ..,P ) BLDG.4004,SUITE#220 IS RECOMMENDED.MATS ARE trs KI6040`AN00 12 128 012FW 1rs-HOGUSSFLATYASHER 0.01 ,. ( REWIRED PER FRAME.ORDERSEPERATELY. ( to +xe alnw Irs"HOG LOCKWASHER o.o+ ) LAKE OSWEGO,OR 97035 ( 1`-:. 0 14 128 G/2Nur 1/2.HOG.D.SCHHHEXNUT 0.0 �` +-`'' ) ��_` 15 4 A 23M-D.D.0 H.awPE B G ) 503-636-2500(MAIN) ) 503-636-2501 (FAX) 02 ) 0 ®X2 ®X2 ; SITE ID: PR35 0 : -' TIGARD ( , ( D + ' �'� ®xz O 7� Y• t) ,� • ; 6975 SW SANDBURG ( 0` Cillq,!+1®X2 0xz i I• 1 ) TIGARD,STORET 97223 ( �`7,-1" 711"." 0 ® \\ ) ( `.__-.-/ O• �xz DETAIL a0 PROJECT: ( _- .� 0 DETAIL A 0.. LTE 3C 4C ( �� _- _ _ 0 0 0 Ki ISSUED Fora ' ,07:4:'N. -.........Sat CONSTRUCTION ( 0 A 0 �I�I j*a` /"� �'1��)% `�1 0 SUBMITTALS ( , , 1111(.. � 0 �3 *� �/I .* -,�> ''f - REV. DATE DESCRIPTION BY ( 2-378"O.Q.VERTICAL MOUNTING PIPES 0 \ 7 %2 / f ( ASSEMBLY NO. PART"A"I LENGTH"B"I UNIT WT."C"I NET WT."D- TOTAL WEIGHT V A 11/18/15 PRELIM CD BT ` RTP12 PIPE NOT INCLUDED,ONLY CONNECTION HOW. 668.66 0. 1\.. 0X2 N /0 0 03/22/16 FINAL CD BT 4 RTP12.398 P296 98" 30.78 278.84 843.50 Q xz DETAIL D ( RTP12.4126 P2126 128- 40.37 383.33 1029.99 0. DETAIL C . 05/23/16 ROOF/SLED MODS BT ( 62 ( ( ` Iftwo 1.,.:x ( A C till ( ' fll I10094145 ( min I \ �. i.:.:. rEFl _e�.. `, DRAWN BY: BT C �////J, CHECKED BY: PT Ov ` ///,.• , a CURRENT ISSUE DATE: \ / \ 06/23/16 r = - _. • : NTS NOT USED 4 STAMP. ( _ 144- - 1.1 0 PRO (REF.) \�/ lia ( .� � GYg �p ra I - RIEF.1 I (REF, -1 (REF.) - s fp ` Al ., BALLAST EQUATION WITH 1.5 SAFETY FACTOR: _ .. ( AL•H•N•(1 5) E f-- ....... ( WT= 3.625 . ... BALLAST EQUATION wTTH REV. LOADING: c aY`�013EGON ( f\\ N W1111((RE 06/2 �� `BAR 9.iisP0Ac, ( H WT= 3.625(0.9� l� .}�Y ( es tans• J./ 1y c( (REF.) W=WT/4 �d RENEWS 06/30/16 /' k aANTENNA LOAD(NOMiACTDRE0) '.)114 - .1\sc., H -HEKNITALLAST EIGHT_ -TOTAL BALLAST I Tiff SiFWtIMTpN CONTAINED IN THIS W •eAuasrWEIGHT PER TRAY SET OF CONSTRUCTION DOCUMENTS IS ilr I r - PROPRIETARY BY MATURE.ANY USE OR 'I.......7. 4 --+18• - -- "' DISCLOSURE OTHER THAN TINT WINCH 138. (REF '1 1 RELATES TO AT&T MOBUJTY B STRICTLY PROHIBITED. - R SHEET TIRE: i SHELTER FOUNDATION DETAILS n 5 SHEET NUMBER: n di REV. rl- SCALE:NTS VALMONT PART#:RTP12-ROOFTOP PIPE FRAME ASSEMBLY L 3 NOT USED 2 NOT USED 1 S-2 1