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Plans (2) . , 15t(eao 1 7—Ge)Ol e--- ... 12-,96 s 5 �`"� rcal U6NC fi e x. i�.� MOBILITY . ♦ �r1I�"���, AT&T MOBILITY CORP. • �ro&�&..41 *Iti* RECEIVED, 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 ' Your world. Delivered. JAN 3 0 ZU1 PROPRIETARY INFORMATION CITY OFFDH VELOCITEL TIGARD WESTBUILDINGCI T Y �$IC3AR �� ENGINEERING INNOVATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION �,;; p ` DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 12965 SOUTHWEST PACIFIC HIGHWAY 4004 KRUSE WAY PLACE DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T MOBILITY SERVICES IS STRICTLY PROHIBITED. PORTLAND, OR 97223 BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 PL7 7 I FA: 10093100 503-636-250103-699-3050((FAX)) VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PL77 r 5 in I'"VI«QI lid ,', ��.. ttl ,.. ,I„ ' F APPLICANT: PROPERTY OWNER: INC DWG # DESCRIPTION TIGARD WEST Com`T HI t I."r., = FDH VELOCTTEL ON BEHALF OF AT&T MOBILITY CORP. AMERICAN TOWER CORPORATION X T-1TITLE SHEET kohB ; SUITE #220 10 PRESIDENTIAL WAY SV—1 SURVEY 12965 SOUTHWEST PACIFIC 4004 KRUSE WAY PL, LAKE OSWEGO, OR 97035 WOBURN, MA 01801 HIGHWAY Beaverton 7> NATAUE ERLUND MICHAEL GREINER X GN-1 GENERAL NOTES PORTLAND,OR 97223 S' PH: (503) 363-2500 X217 PH: (503) 341-8518 X A-1 OVERALL SITE PLAN PROJECT: IC ATC SITE NAME: TIGARD WEST X A-2 COMPOUND LAYOUT PLANS !0 � PROJECT ENGINEER: ATC SITE ASSET: 82805 LTE 4C � X A-3 EQUIPMENT LAYOUT PLANS c"iTC,P�' Finnie- ‘ ron ,,�✓ FDH VELOCITEL INC. TOWER OWNER: X A-4 ELEVATIONS ISSUED FOR: `JS`tltfor- �e� S LF"ISrI` '"' LAKE OSWEGC: 4004 KRUSE WAYOR 97035 X220 AMERICAN TOWER CORPORATION A-5 EQUIPMENT DETAILS REVIEW M1ti ��7h PAUL TIBBOT, P.E. WOBURN,10 I MA 801 WAY A-6 EQUIPMENT DETAILS SUBMITTALS U PH: (503) 699-3050 ` MICHAEL GREINER A-7 SITE DETAILS REV. DATE DESCRIPTION BY CONSTRUCTION MANAGER: PH: (503) 341-8518 A-8 GRADING & EROSION CONTROL PLAN .yA� A 12/13/16 PRELIM CDS DRS an �' igard I `l FDH VELOCITEL INC. ATC SITE NAME: TIGARD WEST A-9 GRADING & EROSION CONTROL DETAILS# �; 0 1/27/17 coNSTRL1c1ION DRS Like '+' `� 4004 KRUSE WAY PL, SUITE #220 ATC SITE ASSET: 82805 A-10 GENERATOR DETAILS r3,:it' ty stair} Q ZONING CONSULTANT: A-11 PROPANE TANK DETAILS [ 71 ir 5ci�;r i LAKE OSWEGO, OR 97035 Kin?City JAY TELFORD ii,t, PH: (503) 349-2149 FDH VELOCITEL INC. A-12 SIGNAGE DETAILS ITE LOCATION = s SITE LOCATION A-13 SIGNAGE DETAILS ^� 1 CODE INFORMATION: 4004KRUSE WAYPL, SUITE ' #220 1 LAKE OSWEGO, OR 97035 X RF-1 ANTENNA CONFIGURATIONS ~ 99W / , 7ZONING CLASSIFICATION: GC (GENERAL COMMERICAL) NATAUE ERLUND X RF-2 RF DETAILS R Trl,tatiq 1+Hf�ores 1� - BUILDING CODE: OSSC 2014 PH: (503) 363-2500 X217 RF-3 RF DETAILS I' ��` r: ,-,� CONSTRUCTION TYPE: IIB X RF-4 RF NOTES I /-- +, OCCUPANCY: U `tt t P 'w-1-' �r JURISDICTION: CITY OF TIGARD X G-1 GROUNDING PLAN Ira1`I 4f, X G-2 GROUNDING DETAILS FA�c 10093100 S#i r..c��ci SITE LOCATION: (BASED ON NAD 83) G-3 GROUNDING DETAILS DRAWN BY: CLS J TAX LOT #: 2S-10-2BD-02600 G-4 GROUNDING DETAILS CHECKED BY: CO NTS NTS LATITUDE: N 45' 25' 36.010" (45.427) E-1 UTILITY SITE PLAN CURRENT ISSUE DATE: LONGITUDE: W 122' 46' 47.530" (-122.780) 1/27/17 ra�n�c .. m�ntc TOP OF STRUCTURE AGL: 78'-0" E-2 ELECTRICAL DETAILS E-3 ELECTRICAL BBU DATA 3 DRIVING DIRECTIONS BASE OF STRUCTURE AMSL: ± 198.0' S-1 SHELTER FOUNDATION DETAILS STAMP: PROJECT AREA: S-2 STRUCTURAL EQUIPMENT DETAILS FROM LAKE OSWEGO, OR: START OUT GOING WEST ON KRUSE WAY PL TOWARD DANIEL WAY. TURN LEFT ONTO DANIEL WAY. TAKE THE 1ST RIGHT ONTO KRUSE APPROXIMATE LEASE AREA: 144 SQ. FT. iiEp PROiE' WAY. STAY STRAIGHT TO GO ONTO OR-217 N /BEAVERTON TIGARD FWY N. TAKE THE OR-99W EXIT, EXIT 6, TOWARD TIGARD /MCMINNVILLE TURN LEFT ONTO GENERAL INFORMATION: LEGAL DESCRIPTION �+ SW PACIFIC HWY /OR-99W. SITE WILL BE ON THE RIGHT. 1. PARKING REQUIREMENTS ARE UNCHANGED. ,�G I NF� (Q 2. TRAFFIC IS UNAFFECTED. 3. NO SIGNAGE IS PROPOSED. /Who' , +, ;ea. 1. PROJECT DESCRIPTION: Ralik . 1 ". Mil AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 78 FT TOWER 01 F 17�1 REG9.�NO 3 AND AN EQUIPMENT PAD. '9 U APPROVAL/SIGN OFF OF DRAWINGS AT&T WILL INSTALL ON TOWER: Cj .,gyp CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE 1 LTE AWS RRH PER SECTOR, (3) TOTAL `D• 1►� y • (1� SECTOR FRAME STIFFENER, (3) TOTAL RENEWS 06/30/18 CONSTRUCTION MANAGER COMPLIANCE LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER AT&T WILL ADD TO EQUIPMENT PAD: • 3 RECTIFIERS THE INFORMATION CONTAINED IN THIS DEPLOYMENT MANAGER • �1) NEW DC TO DC CONVERTER PROPRIETARY BY NATURE.ANY USE OR PROJECT MANAGER R DOCUMENTS DISCLOSURE OTHER THAN THAT H SITE ACQUISRION EQUIPMENT ENGINEER RELATES TO AT&T mown'IS STPoCUY ZONING INTERCONNECT SITE ACQUISITION MANAGER OPERATIONS P. PERMITS RF ENGINEER ffi TITLE SHEET REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED SHEET NUMBER: REV, T_1 0 , GENERAL NOTES: (CONTINUED) 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 '1;'--'.. at&t ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT OWNER REQUIREMENTS. eft!="�'_: at &t TO AT&T. UPON COMPLETION. LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER BARS AT �� MOBILITY 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR T ,, ' THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE " PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. 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. 19801 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 SOLUTION(S) 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 ACCOMPUSHED AS SHOWN. PRIOR TO - ENGINEERING 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 AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL 0 WAY PLACE APRX APPROXIMATELY MFR METAL BLDG. 440044,,SUITE#220 INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" AWS ADVANCED WIRELESS SERVICE MFR MANUFACTURE LAKE OSWEGO,OR 97035 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BBU BATTERY BACKUP UNIT MGR MANAGER, FORTH IN NE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS SIttL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(>_ #6 BARS) 2" BLDG BUILDING MIN MINIMUM 503-699-3050(MAIN) SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). BU< 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 (S j5 BARS) 1)¢" CLG CEIUNG NA NOT APPUCABLE SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUR 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). PANDUR PRODUCT SLABS AND WALLS (INTERIOR FACE) X" 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: PL77 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 WEST 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. y DIAMETER SERVICE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DIAG DIAGONAL PDU POWER DISTRIBUTION UNIT 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTES: 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DN DOWN PLYWD PLYWOOD 12965 SOUTHWEST PACIFIC AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE DET DETAIL PROJ PROJECT HIGHWAY THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT DWG DRAWING PROP PROPERTY PORTLAND,OR 97223 FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER LEAST EQUAL TO THE MATERIAL ON WHICH T IS PLACED (3,000 PSI MINIMUM). 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 ELEV ELEVATION REQ REQUIRED CONTRACT. INSTALLATION. 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE ELEC ELECTRICAL RF RADIO FREQUENCY LTE 4C TESTING TO CONFIRM CAPACITY UNI FSS WAIVED BY ENGINEER AND LOCAL 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON JURISDICTION. EQ EQUAL RN ROOM EQUIPISSUED FOR: MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL FILL, AND MULCH. EXTTEXT RROR RRRRH REMOTE RADIO WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. FlF FIBER INTERFACE FRAME SHT SHEET EAD REVIEW 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FIN FINISH SIM SIMILAR SUBMITTALS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FROM 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND FLUOR FLUORESCENT SPEC SPECIFICATION REV. DATE DESCRIPTION BY IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SPOTS AND STANDING WATER. FTS FOOTR SF STAINLESSTSQUARE FOOT A 12/13/16 PRELIM CDS DRS LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GA GAUGE SR STEEL 0 1/27/17 CONSTRUCTION DRS AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED GALV GALVANIZED STRUCT STRUCTURAL STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR GC GENERAL CONTRACTOR STD STUD 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR GRND GROUND SUSP SUSPENDED 8. CONTRACTOR SHALL PROVIDE, AT NE PROJECT SITE, A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2014 GSM GLOBAL SYSTEM MOBILE THRU THROUGH CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. OSSC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE GYP GYPSUM BOARD TMA TOWER MOUNTED AMPUFlER OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL HORZ HORIZONTAL TND TINNED 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING INSPECTION REPORTS AND TEST RESULTS. HR HOUR TYP TYPICAL 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. HT HEIGHT UMTS UNIVERSAL MOBILE 0 NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 3. STRUCTURAL Si LEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ID INSIDE DIAMETER TELECOMMUNICATION SERVICE OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR ON IN INCH VERT VERTICAL STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE TYPE OF MEMBER INFO INFORMATION W/ WITH 8 OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY ARCHITECT A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 INSUL INSULATION W/O WITHOUT 10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L USTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI INT INTERIOR WCS WTRF FCS COMMUNICATION FA#: 10093100 MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LBS POUNDS SERVICE DRAWN BY: CLS PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED C. PIPE COLUMNS ASTM A53, Fy 35 KSI LTE LONG TERM EVOLUTION WP WATER PROOF CHECKED BY: CB IN 8" (MAXIMUM) LOOSE LIFTS AND COMPAGItU TO 98%ASTM D1557 OR D. STRUCTURAL TUBING ASTM A500, Fy 46KSI 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF PASHTO T-180. E. ANCHOR BOLTS ASTM A3O7 LEGEND CURRENT ISSUE DATE NOT !MS THAN 2-A OR 2-A1 OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL F. CONNECTION BOLTS ASTM A325 TWIST-OFF PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE 2014 OSSC SUBJECT PARCEL 1/27/17 3 SECTION 1705 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL - - - - - SECTION LINES STAMP: 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING LOCAL JURISDICTION. EXPOSED TO WEATHER AND WHERE NOTED. IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. - - PROPERTY UNES UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS: 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AI.S.C. AND AWS STANDARDS RIGHT-OF-WAY UNES ��Ep PROF MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 * .015 U PROPOSED CONTOUR- MAJOR 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE o - --0 PROPOSED CONTOUR- MINOR 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE 005 EXISTING CONTOUR - MAJOR �S�QGI�F.�• /O 12 DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX EXISTING CONTOUR - MINOR /Jm y ..may; PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING SItiL IS -cx cx -CX-CX- COAXIAL CABLE RUN `` Id,. ,.,r FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF FO FO -FO-FO- FIBER OPTIC CABLE RUN WELDED BARS. LL, 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES: E E -E E- ELECTRICAL CABLE RUN CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 6. COLD-FORMED SIttL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND T -7 7- TELECOM UNDER/OVER HEADO1/2 17 ORIEGONO z BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. 0 0 -❑ 0- FENCE - SEDIMENT �Oq 9.21:)* .�* ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. -x ' , x ' . -x ' . x FENCE - CHAINUNK, /W BARB • 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN "SPECIFICATION FOR THE DESIGN OF COLD-FORMED Si LEL STRUCTURAL D" TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM MEMBERS." 3 C150, PORTLAND CEMENT TYPE II U.N.O. RENEWS 06/30/18 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) 811 NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF UCENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. THE INFORMATiON cONTMIED IN THIS is NON-STRUCTURAL CONNECTIONS FOR Si ELL GRATING MAY USE 5/8" DIA. ASTM ® 5� �R �' 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED A307 BOLTS UNLESS NOTED OTHERWISE. PROPRE1ARY BY RNA ANY USEWOR w �;-- DISCLOSURE OTHER TITAN THAT WHICH INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, RELATES TO AT&T MOBILITY IS STRICTLY C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST 9. (UNE FRS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN PROHIBITED. 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND MANUFACTURERS WRITTEN INSTRUCTIONS. I. SHEET TULE - UTILITY INFORMATION ONE- CALL NATION SHOWN MAY NOT BE COMPLETE. CONTACT THE E ONE CALL 5. REINFORCING STttL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO Know what's below. CONSTRUCTION. Si),ONGRADE 60,IN fy=60,000 PSI. EXCEPTIONS:0fy=ANY BARS SPECIFICALLY SO NOTED 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. Cali before you dig, GENERAL NOTES ▪ CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 11. TOUCH UP ALL FIELD DRIWNG, WELDING AND CUT SURFACES WITH 2 COATS OF w• 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL MEL SHEET NUMBER: REV. SUBMIT TO AT&T. ALONG WITH REDUNED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING STRUCTURAL DRAWINGS AND NOTES SHALL TAKE PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. GN-1 o All / cz EXISTING / r'� "— { at&t BUILDING �� \ / 'r1� �,,,, �r \ R,�� MOBILITY r, (r )) / c , EXISTING \r / //' Vy�gj�- 19801 SW MOBILITY CORP. �)\) PARKING AREA P �`� / GT \ J' 7 -�v� � /�' TUALATIN,OR97062 ..-6, ` _�' F D H VELOCITEL \ EXISTING / BUILDING / \ // ENptNEE ft.NG INNOVATION 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 EXISTING \ OS /EXISTING BUILDING / LAKE 503-699-3050 OR 97035 PARKING AREA A (MAIN) / / \ BUILDING 503-636-2501 (FAX) / EXISTING AT&T OUTDOOR EQUIPMENT \ \ / SITE ID: PL77 PAD (SEE SHEET A-3 FOR EQUIPMENT LAYOUT). A / TIGARD WEST EXISTING 78'-0" MONOPOLE \ \� / / EXISTING ANTENNAS NOT SHOWN 12965 SOUTHWEST PACIFIC FOR CLAIRITY \ / HIGHWAY PORTLAND,OR 97223 / (SEE SHEET RF-1 FOR ANTENNA LAYOUT). \ PROJECT. (r/3 LTE 4C ,t� ,k / \ 5 4 , �i L ` ��� ' ISSUED FOR: . c. , c—' ') EXISTING REVIEW ® PARKING AREA 7 v / 4,rzT,) SUBMITTALS EXISTING � /$ / / TEV. HATE oREJU CON BY "Ry i l ' —"� (`� ,yl A 1 6 PREIJM CDS ORS BUILDING fir('.^ -1, ../ •- <-- I \ /' 4 j ) J 0 1/27/17 CONSTRUCTION DRS ,-,-(7--`,‘c_ ),))) \ 4 a'A I ,r(ki- ,._. .. o \ — ®— — EXISTING ...:.•7" ery vt1 r, z � BUILDING 0 .' C ', , �) (4 ` " .� ,-:: : FA/: 10093100 u / 4 -,� 4 ,,,)) ti w DRAWN BY: as ('/ � �Ji ) ( � / 4Uy CHECKED BY: CB o .� ) { ,, V �,:v- CURRENT ISSUE DATE /' � � _ EXISTING .- '-` / / �� �T i;� ' )�y� PARKING AREAV � � � `L7 7 l.��� � ,p,^ 4,U�V � STAMP. 4 V_ � EPR E Y ^ 4 �� ? -( U4 Q �CaY ASO -. �:.`tr. �' )� -- - (� / // 43.V a .tf a ' '\ �,iy., F A I rr ,2 i EXISTING / PARKING AREA ti- (4 y� 7 01/2 OREGON ���G 17.0 9.� v`u RENEWS 06/30/18 D.TOW zi / 4 1 1 0 N , P P VV NED IN THIS a - / b `.,- SET OF F�DOCUMENTS IS VV��.- I PRORdET11RY BY MATURE AN1'USE OR • �` � DISCLOSURE OTHER THAN THAT WHICH / -/, /, #T AT&T MOBLRY IS STRICTLY w LEGEND SHEET TITLE: / EXISTING — — — — ma SECTION UNES OVERALL SITE PLAN /\ / BUILDING PROPERTY UNES / \ RIGHT—OF—WAY UNES SHEET NUMBER REV. o 22•04•SCALE: 1.-20' i ii iOVERALL SITE PLAN 1 A-1 1 n•.n•SCALE: 1•-40' o' zo 40 41111 � - ., at&t -,, r MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 • F D H VELOCITEL ENGINEERING INNOVATION 4004 KRUSE WAY PLACE 34'-6" BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-699-3050(MAIN) 1Y-6" 503-636-2501 (FAX) SITE ID: PL77 EXISTING SWING EXISTING AT&T OUTDOOR GATEN-- \ / �1 F----\ /��� TIGARD WEST EQUIPMENT PAD, SEE \ / I. 12965 SOUTHWEST PACIFIC ' 1/ I HIGHWAY V PORTLAND,OR 97223?- a^^ PROJECT: } %� ! '� . rt�' ' :i — 'IG LTE 4C �� �� �i it sum EXISTING ICE BRIDGE .� �I� I I REVIEW 1. O ij EXISTING , n �. SUBMITTALS EXISTING i FIBER AND 'k' GENERATOR I � •I I 1' r I REV. DATE DESCRIPTION BY (4) DC CABLES TO EXISTING %� �T I —\ • f —�t�f •• 1I A 1213/16 PRELIM CDS DRS DC SURGE PROTECTORS � ��' ` �21f 0 1/27/17 CONSTRUCTION DRS / 1 EXISTING (12) RUNS) I. 1`'. / I 10 I 1� OF 7/8' COAX I� w14 IA I 'M° EXISTING FENCE EXISTING ANTENNAS NOTIrig EXISTING 78'-0" MONOPOLE �� SHOWN FOR CLARITY, ' LL EXISTING ANTENNAS NOT .� WIREBTOOBED SEE RF-1 11111111 0 SHOWN FOR CLARITY, I I'vSEE RF-1d EXISTING EQUIPMENT • "SHELTER (OTHER CARRIER) 1 �' FA/: 10093100 F '� �o— EXISTINGr ;� DRAWN BY: CLS 0 4METER CHECI®BY: CB _� - CURRENT ISSUE DATE: 1/27/17 9: EXISTING 3 4 rr UTILITY J H—FRAME II STAMP: 30 PRNOfe;tr 30•-6" 4. " OREGON 01/2 17� o lot:4'9.1'V To RENEWS 06/30/18 THE INFORMATION CONTAINED IN THIS SET OF COIiSIRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR CtSCLOSURE THANOTHAT WHICH TO AT&TRELATES TO T MOONIS STRICTLY � PROHBIIED. 1\ a SHEET TIRE ar`+ Int' COMPOUND i�%'� R�o1 LAYOUT PLANS 0. SHEET NUMBER: REV. i2•.r scALEscALE i• o o' s 1I0 EXISTING COMPOUND LAYOUT 2 '2.3<•SCALE:. G"`E 1•`5 ' ^ ' 0 „•.,r scALE 1•=,0 o s ,o• PROPOSED COMPOUND LAYOUT 1 A-2 ,..„,...=--_, ...,.----- .::;1 � , , MOBILITY 2 AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 F D H VELOCITEL ENDINEERIND INNOVATION 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 15'-0" LAKE OSWEGO,OR 97035 503-699-3050(MAIN) 503-636-2501 (FAX) EXISTING ICE BRIDGE EXISTING LTE (TYP) GPS ANTENNA SITE ID: PL77 EXISTING (1) FIBER AND EXISTING FLX16WS LTE /EXISTING TE43 CABINET INSTALL (1) DC CONVERTER INSTALL (3) DC BREAKERS & TIGARD WEST (4) DC CABLES TO EXISTING CABINET ON PLINTH (1) RECTIFIER IN DUSTING DC DC SURGE PROTECTORS CONVERTER SHELF FOR 12965 SOUTHWEST PACIFIC PROPOSED RRHs HIGHWAY EXISTING UMTS CABINET PORTLAND,OR 97223 o moi ?— EXISTING TELCO BOX AND eIP' x. n ,.% 1- ' PROJECT: ,� UMTS AC SUB PANEL - 1 LTE 4C EXISTING (12) RUNS `1 I. �� 1I I OF 7/8" COAX ^ 1%' � I, 'a s; EXISTING DC12 '�;- �U ,1 �; I, ISSUED FOR 1 i I' PANEL BOX 1 I r REVIEW - UB e i EXISTING GSMREV. DATE SUBMITTALS �r 1°.7 -------- CABINET i'114� DESCRIPTION BY -� ..� " ''- 1 s ' A 12/13/16 PRELM CDS DRS 51 ,. � �p -- I 0 1/27/17 CONSTRUCTION DRS EXISTING TE41 N [z I"'I I I - - POU CABINET I I EXISTING TE40 ° 'i I I � - - CABINET e EXISTING H FRAME W/ � 1 F l AC PANEL, AC SURGE , C 1 ' . 1 IT PROTECTION AND I q �, �.-._ CAM-LOCK GEN PLUG �� 1 —=_.x- 1�" � i 1 ■ I H I L .. ®; 6 61 •-- 1 f 6 6 FAT: r o "------y-1"SIF r;� EXISTING 78'-0' MONOPOLE � I WN BY: EXISTING DC6-1E f''` EXISTING ANTENNAS NOT iY� ® ON EXISTING ICE '� ' SHOWN FOR CLARITY, 'i i�, .® o CURRENT ISSUE DAT BRIDGE POST SEE RF-1 ,. E U! °' 0 1/27/17 ® 0 1© STAMP:74 ® /© C I EXISTING FIBER - E Qt D PRO OOP ENCLOSURE 6 `Erp � �Gzxtje, �0 I, 4 11 '01me Mil o w EXISTING(OTHER CARRIER) O1/2 705 44414)9.�NO 9 RENEWS 06/30/18 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS a PROPRIETARY BY NATURE.AMY USE OR DOCLOSURE v THAN THAT WHICH ATkTEDMOB0.RY IS SITECRY & PROHBf1ED. i �� _ SHEET TITLE 1 `� EQUIPMENT LAYOUT 0•*' � I PLANS SHEET NUMBER: REV. 0 22•x34•SCALE: ,• r IEXISTING EQUIPMENT LAYOUT 2 21x34•SCALE: 1•=2' , I PROPOSED EQUIPMENT LAYOUT 1 A-3 0 11'x17"SCALE: 1"=4' 0' 2' 4' 11'x17'SCALE 1'=4' 0' 2' 4' 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY AMERICAN TOWER NO CRANE REQUIRED FOR SOW. �. CORPORATION, DATED - 01/18/17. TOWER OWNER RESPONSIBLE FOR ` '`� «. a}&} REVIEW OF PROPOSED ANTENNAS. 4'4a-mw."'.t at &t PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPUCABLE). el- -- MOBILITY A 3. CONTRACTOR TO VERIFY RF DATA WITH FDH VELOCITEL CONSTRUCTION •sem MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION I AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 TOP OF TOWER ±78'-0' AGL1 I I I_ EXISTING ANTENNAS — (OTHER CARRIER) FDH VELOCITEL (TVP.) jrL ENGINEERING INNOVATION _ i4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 EXISTING LTE WCS RRH EXISTING LTE 700 RHH 503-699-3050(MAIN) (1) PER SECTOR (3) TOTAL (1) PER SECTOR (3) TOTAL TO REMAIN - - TO REMAIN PROPOSED LTE AWS RRH - 503-636-2501 (FAX) J (1) PER SECTOR (3) TOTAL i 4SITE ID: PL77 ik EXISTING ANTENNA RAD CENTER I s WTn l., j '� f 71.1;1. III_ ��_i 7- -1111111114211.6TIGARD WEST11 ±60'-O" AGL '*�� c I� II 12966 SOUTHWEST PACIFIC 41?: HIGHWAY t' _ 1, PORTLAND,OR 97223 EXISTING LTE 700/1900 INTEGRATED ANTENNA EXISITNG GSM 850/LTE WCS ANTENNA (1)(1) PER SECTOR (3) TOTAL • PROJECT: (1) PER SECTOR (3) TOTAL F I TO REMAIN LTE 4C TO REMAIN PROPOSED SECTOR ISSUED FOlt EXISTING UMTS TMAS MOUNTED BEHIND FRAME STIFFENER REVIEW EXISTING (2) DC SURGE tI" of ANTENNA (2) PER SECTOR (6) TOTAL (1) PER SECTOR PROTECTOR (SQUID) - TO REMAIN (3) TOTAL SUBMITTALS TO REMAIN EXISTING UMTS 850/1900 ANTENNA REV. DATE DESCRIPTION BY -.- (1) PER SECTOR (3) TOTAL A 12/13/16 PRELIM cos DRS TO REMAIN ' 4 D 1/27/17 CONSTRUCTION DRS__ __ o IL ,__ _ . . , , w .e., 1 F i EXISTING 78'-0"± - EXISTING 78' 0"± 1„ DS BY: CLS 10093100 WN MONOPOLE TOWER MONOPOLE TOWER CHECKED BY: CB .._ CURRENT ISSUE DATE: 1/27/17 3 STAMP: 0 EXISTING (12) 7/8" COAX, EXISTING (12) 7/8" COAX, QED PROk (1) FIBERal' , AND (1) FIBER, AND (4) DC CABLE RUNS (4) DC CABLE RUNS �S�•VG I N4.474 a ` vim. ei{ vatI~ A ! '..4 a 1r L REG01/2 17 l Oo1vN.° FOR GROUND OR GROUND m. 49 9'� As DT EQUIPMENT, SEE A-2 EQUIPMENT, D.SEE A 2 — 1115V- `88 RENEWS 06/30/15 0 m I �a 1 �I Ip��� I I INFORMATION CONTAINED le. Y { I SEAT PROPRIETARY BY NATURE E AMY M IY USE OR 6 \I - • : - Mile iii . I-��INOI qi _ 'i 1 m�I+Ert NMI THAT TIinT wNlcil� • _ II l } i 4..1� I RELATESTOAT&T MOB4J,Y IS STRICTLY Ill:' >,-0--(4.) :' 1 - i '. i Y i II It t - ,.; t dy� I t"1� = • SHEET MU: GRADE (REF) I �I I ) ;" I I Ag 4t it--,:-.;t1:?::::_ 1 GRADE (REF) o'-o" (ASSUMED) / 0'-o" (ASSUMED-) \� ELEVATIONS SHEET NUMBER REV. 2Yx34"S Nis 22-'x34'sem:NTS 1 A-4 0 „•x17-SCALE:MS EXISTING ELEVATION 2 „z17- NTSPROPOSED ELEVATION PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY AMERICAN TOWER 4— CORPORATION, DATED - 01/18/17. TOWER OWNER RESPONSIBLE 'r'- ',;, •�} } PL77-Tigard West SUPPLIED BY AT&T WIRELESS,FROM RF CONFIG DATED: 11/18/16 BY: Ronaldo Baltazar FOR REVIEW OF PROPOSED ANTENNAS. .4 r.� at&t MECHANICAL 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPLICABLE). uf�� � -' MOBILITY x SECTOR POS TECHNOLOGY ANTENNA ANTENNA MODEL ANTENNA RAD AZIMUTH TMA MODEL QTY DC SURGE AND FEEDER TYPE FEEDER LENGTH DOWNTILT 3. CONTRACTOR TO VERIFY RF DATA WITH FDH VELOCITEL CONSTRUCTION w,,,,,„.,..-., MAKE CENTER(FEETAGL) (DEGREES) DISTRIBUTION(QTY) (LTE) (FT) MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION (DEGREES) AT&T MOBILITY CORPI. . 1 LTE 700/1900 ALU AA 31R52703AAAA 60 0 0 19801 SW 72ND AVE.,STE.200 2 UMTS 850/1900 KATHREIN 742-264 60 15 2-LGP 21401_(U9) 2 0 TUALATIN,OR 97062 A 3 GSM 850 4 LTE WCS/AWS KMW EPBQ-652L8H8 60 0 0 FDH VELOCITEL, 1 LTE 700/1900 ALU AA 3JR52703AAAA 60 130 0 (12)7/8" ENOINEERINO INNOVATION 2 UMTS 850/1900 KATHREIN 742-264 60 135 2-LGP 21401_(U9) 2 0 B 3 DC6-48-60-18-8F(2) COAX' 4004 KRUSE WAY PLACE GSM 850 (1)FIBER, BLDG.4004,SUITE#220 4 LTE WCS/AWS KMW EPBQ-652L8H8 60 130 (4)DC 0 LAKE OSWEGO,OR 97035 1 LTE 700/1900 ALU AA 31 R52703AAAA 60 240 0 503-699-3050(MAIN) 2 UMTS 850/1900 KATHREIN 742-264 60 255 2-LGP 21401_(U9) 2 0 503-636-2501 (FAX) C 3 GSM 850 SITE ID: PL77 KMW EPBQ-652L8H8 60 240 0 4 LTE WCS/AWS TIGARD WEST 12965 SOUTHWEST PACIFIC HIGHWAY PORTLAND,OR 97223 /� PROJECT: /o \ o \ LTE 4C C� SECTOR <,5 SECTOR ISSUED FOR EXISTING LTE 700/1900 ANTENNA o a ALPHA a / ALPHA REVIEW (1) PER SECTOR (3) TOTAL 0 o 0o PROPOSED LTE AWS RRH J o o SUBMITTALS TO REMAIN Q -, m TO BE INSTALLED ON DUAL MOUNT BRACKET r z w o ? (1) PER SECTOR (3) TOTAL w o ti REV. DATE DESCRIPTION BY cv In 6 1- 1_, u� A 12/13/16 PRELIM CDS DRS EXISTING LTE WCS RRH Iw < cp N < 00 N ^ 0 1/27/17 CONSIRUCDON DRS (1) PER SECTOR (3) TOTAL Q 0 ,c / TO BE RELOCATED . �� RELOCATED LIE WCS RRH III _ // TO BE INSTALLED ON EXISTING GSM 850/LTE WCS ANTENNA - Q v, DUAL MOUNT BRACKET Q Q N (1) PER SECTOR (3) TOTAL T'� ? (1) PER SECTOR (3) TOTAL `; w TO REMAIN (z w w r Q J = Q J = *),.'' la 0 ‘NC5 It °IS c�0; �N c� o `ti' o o •. E'D G`' Pti a z `,5 Ott r / z FAE: 10093100 11111 •G A� z BY: CLS SP��E��P T `��i a 4.C.' NP Ip0 Pti ti `•y :::;:-.1 (%1AECKED BY: CB ����omi CURRENT ISSUE DATE:;r`I �: P 1 � 1/27/17 e3 ;\t4 v J STAMP: SECTOR immman EXISTING LTE 700 RRH SECTOR �` F1771 \\ GAMMA ( , A; (1) PER SECTOR (3) ECTAL GAMMA �� EO PROF TO REMAIN _ f 1r 4 A !2•�► \"# ' •/� ' �I +)101, /) c„, •4G NFA V g50 10 0 l��l 1 �iD S ,65009°c1 ,`•1,l ,i►� j ` ';y :. o\sio 35 OjN c L 1 SE,(,ENNA 255 M � ��54/6"�T 5 �ENNN U2 5 NZ�M0N FRAME STIFFENER 9IT��g )1 r a� PN (2) EXISTING DC6 ��F> FN (1) PER SECTOR �I F OOH i SURGE PROTECTOR S4' O 00, (3) TOTAL _'' OS �O• 00 01/2 17 �O �_ EXISTING UMTS 850/1900 ANTENNA TO REMAIN " 9'G�� ��• i70.,00 9G�� ��i�CiT900 '����19.,.�.'Op (1) PER SECTOR (3) TOTAL S �Gq G � ��9 G ��. 1 TO REMAIN •1] ,, �„S •1` �'�s ��A o• 8 1 0• 8 RENEWS 06/30/18 X900 �'�G��9 '\C'°° -'�'' x'17%'-90 / THE INFOFiMATpN CONTNNED IN TH6 X00i JAN 'S' 00 �0° J ti 0 SET OF commUCIgN DOCUMENTS Is L', ' Pti\� \�F' 0\''� lr PROPRIETNIY BY NATURE Nil'USE OR "i, •6F� SECTOR �a° SF SECTOR AT&T RMDINJIY IS STRICTLY Q -9ti Q THAN THAT WHICH W a P\\ -44z? ‘6,),, c BETA NI P�'��N F��6""O BETA y�T PRDF.6�TEn. 9 S / S d7 Y �.?0,�65, \ 7oO�6,, I-N SHEET TITLE: <�,,°fir —. '4IE— '<.>li, _ i— ANTENNA GT114 yF/Pcs , - �Tti les CONFIGURATIONS it, I SHEET NUMBER REV. '��34� 'TTS EXISTING ANTENNA CONFIGURATION 2 22"x34•SCALE: NTS PROPOSED ANTENNA CONFIGURATION 1 RF-1 o „•x17•SCALE NTS 11'x,7"SCALE: NTS PANEL ANTENNA PANEL ANTENNA I _ PANEL �� MOUNTING PIPE : ANTENNA I I lI ����ANTENNA MOUNT, at�t TOP & BOTTOMANTENNA MOUNT, iTOP do BOTTOM --, -iii- I ��rr,,, a< ; T � �� �A,A .- MOBILITY 2 rb"+� STD Fii i x=111 iia i �Fii i µ MOUNTING PIPE III NM LI IW LJAT&T MOBILITY CORP. III I 1 � fl = EEEE 19801 SW 72NDAVE.,STE.200 RRH - `RRH TUALATIN,oR s7os2 —=--- ill =i i=i il� �TI I-i 1111 F D H VELOCITEL mINIIED IED m ENGINEERING INNOVATION III4004.RUSE WAY PLACE #22 BLDG.4004,SUITE#220 FIBER/DC JUMPERS . II iii I I LAKE OSWEGO,OR 97035 FROM SURGEM-11111 : : ■ 1 503-699-3050(MAIN) PROTECTOR .,I,. .,I,� .,I,. �,',� 503-636-2501 (FAX) SITE ID: PL77 BRASS CABLE MARKING TAPE AND 5" MINIMUM RADIUS * CONTRACTOR TO VERIFY RF DATA AND RRH LAYOUT W/ TAGS WHERE THE COAX CABLE ON COAX JUMPERS VELOCITEL CM AND/OR RF ENGINEER PRIOR TO CONSTRUCTION TIGARD WEST CONNECTS TO THE ANTENNA NOT USED 9 NOT USED 8 SIDE VIEW BACK VIEW 12965 SOUTHWEST PACIFIC HIGHWAY VENDOR: NEWAVE ...__ PORTLAND,OR 97223 MODEL: AM1000-DSK PROJECT: WEIGHT: 43.7 LBS LTE 4C ISSUED FOR: REVIEW SUBMITTALS REV. DATE DESCRIPTION BY R PARTS ,i,�� A 12/13/16 PRELIM CDS DRS STI FFENE AM1000-DSK 1 0 1/27/17 CONSTRUCTwN DRS 43.7 LBS a _ p FACE i. 1 FRAME MOUNTING FA/: 10093100 1" STRUCTURE DRAWN B: CLS 7 �: CHECKED Ern CB PARTI AM1000-DSK SIDE ELEV CURRENT ISSUE DA 1/27/17/17 3 SCALE:NTS SECTOR FRAME STIFFENER KIT 7 NOT USED 6 SCALE:NTS RRH&ANTENNA MOUNTING DETAIL 5 STAMP: L • 0 0 0 °° oo N MANUFACTURER: ALCATEL-LUCENT 4 t' PII1Of& MODEL: RRH4x45 AWS N HEIGHT: 25.8" � T WIDTH: 11.8' S.�GINg� Q N 11.8" DEPTH: 7.2" 1 ...�,,. • T/�p WEIGHT: 56.8 LBS._.. 11 A , :n. i Uyr FRONTSHIELD 01/2 17� �N° 9�D.TO RENEWS 06/30/16 = co TIE/ft INFORMATION CONTAINED IN THIS N SET OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH • RELATES TO AT&T MOBLRY IS STRICTLY PROHIBITED. MOUNTING + RRH w -.) o BRACKETS MEET TrrLE 1 a — RF DETAILS 1 ERQNI ISO VIEW SHEET NUMBER REV. SCALE:NTS AWS RRH UNIT WITH SOLAR SHIELD 4 NOT USED 3 NOT USED 2 NOT USED 1 R F-2 0 c CABLE MARKING TAGS '.-- -as , — A at&t TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL .'1,„."'"'-'1":4'.-./ MOBILITY '�, an"..-- TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING 11 LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE 1 ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 THE FOLLOWING ARE 3 DIFFERENT 0 0 ( (-.-(; TUALATIN,oR s7os2 :) FORMATS TO BE USED FOR THE 1 A 1 A 1 BRASS TAGS. T8 36 69 U 9 F D H VELOCITEL DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C ENGINEERING INNOVATION 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 503-699-3050(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: PL77 TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE TECHNOLOGY. TI ARD WEST SECTOR GAMMA SECTOR ALPHA RF CABLE C2 Al RF CABLE A2 12965 SOUTHWEST PACIFIC THROUGH C6 AS THROUGH A6 AS HIGHWAY REQ'D REQ'DPORTLAND,OR 97223 PROJECT: LTE 4C ISSUED FOR: Cl__ 81 REVIEW SECTOR BETA SUBMITTALS RF CABLE 82 DESCRIPTION BY DATETHROUGH B6 AS REQ'D A 12/13/16 PRELIM CDS DRS NOTE 0 1/27/17 CONSTRUCTION DRS 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 ., i NO. TAG LOCATIONS ' 1 X END OF THE MAIN COAX RUN WHERE THE COAXIAL FA/: 10093100 2 CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY; CLS CHECKED BY: CB 2 X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER CURRENT ISSUE DATE (AS APPLICABLE). 1/27/17 3 3. X END OF JUMPER AT BTS CABINET STAMP: X ' ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. ���ED PROIre J' % CABLE COLOR MARKING IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE 1 ++` r - BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABELING. 4111i 4 R THE COLORS SHALL BE AS FOLLOWS: OREGON SECTOR k RED O �2 7A ,� `�1Itt N SECTOR B: BLUE � SECTOR C: GREEN THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF RENEWS 06/30/15 DATA SHEET (RFDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED AT EVERY SITE. ME INFORMATION CONTN/ED IN THIS COAX BOOT SPECIFICATION SET oocuMENrs PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBI.DY IS STRICTLY * _ ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE: PROHIBITED. IF a ROXTEC H SEAL H3-150 / 3X (28-54) / 20 j i SHEET TIRE: SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE) RF NOTES CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL SHEET NUMBER: REV. R F-4 SYMBOL DESCRIPTION GENERAL GROUNDING NOTES: L b ,/"'-"^ 6,, at&t ® COPPER GROUND ROD 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW ;'i4 .,�`' f ® TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. 'trM T,-' MOBILITY ® CADWELD CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND A CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 19801 SWT M7OBILITY D ECORPP. .200 ® GROUND BAR 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062 //e MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR ` J FIELD VERIFY & TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT \//II' EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFR'S PRACTICES. F DH VELOCITEL� 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ENGINEERING INNOVATION ABOVE GROUND. 4004 KRUSE WAY PLACE 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND BLDG.4004,SUITE#220 OTHER OPERATIONAL ItSIING WILL BE WITNESSED BY AT&T REPRESENTATIVE. LAKE OSWEGO,OR 97035 503-699-3050(MAIN) 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 SITE ID: PL77 SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBIUTY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWEU)S AND GROUND RING TIGARD WEST 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTAWNG 12965 SOUTHWEST PACIFIC GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. HIGHWAY PORTLAND,OR 97223 GENERAL ROD NOTES (WHERE APPLICABLE): PROJECT: 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE LTE 4C THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, ISSUED FOR: UTIUZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. REVIEW THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE 1LIING UNE, GRAPHED OUT TO SUBMITTALS SHOW THE PLATEAU. REV. DATE DESCRIPTION BY 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED A 12/13/16 PRELIM CDS DRS AS ALTERNATIVES TO THE AFOREMENTIONED GROUND ILSIS. TEST SHALL BE 0 1/27/17 CONSTRUCTION DRS PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACIUTY. 4 APPROXIMATE LOCATION i - OF GROUND BAR AT d TOP OF TOWER 0 j ' FAA: 10093100 tiDRAWN BY: CLS :14411W \ CHECKED BY: CB j• CURRENT ISSUE DATE 1/27/17 N ., \` STAMP: 3 w,A.f., o toalj�� �. `� , ---- �Ep PROF .I. ,,, 1•0 NT 4 �S� Gist —0 1 /LL, OREGON V ' 01/2 179 �'+0 1�T GROUND ALL RRHs 5 a TOW b� AS REQUIRED, SEE G-2 RENEWS 06/30/18 eIM THE INFORMATION CONTNIED IN THS 2 MW I PPRRM�fETARY�INRE.RUSE OR DISCLOSURE OTHER 1HAN THAT WHICH !r - 11 x17"SCALEE, NTS PLATFORM PLAN 2 � AT&T MORA RY IS STRICTLY 11"x17"scam NTS fi ii- SHEET TITLE: GROUNDING PLAN SHEET NUMBER:MBREV. NOT USED 1 G-♦1 a ' ft SURGE PROTECTOR DOUBLE CRIMP i> & OR FIBER POWER CONNECTION, TYP i CONNECTOR 71_E UMTS/GSM 4"x 30"x Ya"THICK IHI �� BSA i COPPER GALVANIZENNN%D at&t :L INTERIOR �i GROUND BAR X"x4"x1/4" GROUND KITS WITH LONG BARREL + L0 %.,'4". MOBILITY GROUND RING��i I �,A �° y"� { Gy THICK COPPER COMPRESSION DOUBLE LUGS AND k RRH(S), TYP TMA ®' i :03:: " BOND RF BUS BAR GALVANIZED INSPECTION WINDOW, ATTACH TO i �' GROUND BAR GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS AT&T MOBILITY CORP. i 1 TO "I" SECTION .� 19801 SW 72ND AVE.,SNE.200 DC/FIBER I � �5 11 )11: ISOLATOR TUALATIN,OR 97062 ,ITO RRH I 1 n °� (WHEN 4066 o E e �� I �' /. APPLICABLE) r,;Fo Fo o I"-cx cx1 " WALL MOUNTING - I UTILIZE GROUND KITS WITH 0 00 00 0 0 0000 00 00 00 00 00 00 0 0 00 0 WI ` \ BRACKET " ° 2 AWG AND 2—HOLE 00000000000000:j (2) 2 AWG GROUND I of l‘') `•'' 0 02 SOLID BARE o 0 o t F D H VELOCITEL o \ — WIRE TO RRH, TYP' / COMPRESSION LUGS UNLESS U 2 ME p� i \ ISOLATOR, TYP vSPECIFIED OTHERWISE f TINNED COPPER TYPE W TYPE VS TYPE VB TYPE PT ENGINEERING INNOVATION -- .\ i " \/ 6 BOND DC BUS BAR & WIRE CADWELD A" SECTION BONDED TO: _ 4004 KRUSE WAY PLACE POTENTIAL SURGE PRODUCING _ (TYPE—GL) w DCSURGE AND FIBER TO COAX RUN INTERIOR GROUND RING i • o BLDG.4004,SUITE#220 PROTECTORS) �_ EQUIPMENT TO "P" SECTION , (�1 �� LAKE OSWEGO,OR 97035 a c• U- EXOTHERMICALLY WELD /2 AWG J • EXTERNAL EARTH GROUNDGROUND "X" VARIES — wLL MOUNT GROUNDING BUS BAR NEAR 2 AWG GROUND WIRE •BARE TINNED SOLID COPPER WIRE M( W ETAC COLD WATER PIPE b. , \I ` 503-636-2501 503-699-3050(FAX)) ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING 6 CONDUCTOR TO GROUND BAR. o ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY I TYPE GR TYPE GI. wMOUNT GROUNDING BUS BAR —0 GROUND RING AND PROVIDE • BUILDING STEEL TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD (IF AVAILABLE) SITE ID: PL77 2 WITH ISOLATION NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES — CONSULT WITH �.Ar 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 CADWELDS TO BE USED. TIGARD WEST SCALE:NTS GROUNDING SCHEMATIC DIAGRAM 5 sou:NTS CELL REF GROUND BAR(CRGB) 4 SCALE:Mrs GROUND BAR 3 SCALE: is CAD WELD EXAMPLES 2 12965 SOUTHWEST PACIFIC I HIGHWAY PORTLAND,OR 97223 PROJECT: LTE 4C ISSUED FOR: REVIEW SUBMITTALS REV. DATE DESCRIPTION BY A 12/13/16 PRELIM CDS DRS 0 1/27/17 CONSTRUCTION DRS • T o Y FA/: 10093100 DRAWN BY: CLS CHECKED BY: CB CURRENT ISSUE DATE 1/27/17 STAMP: 0S1 PROfth, C `4 \ , .. MI 01/2 17� 9.�No EL 440k i RENEWS 06/30/18 THE INFORMATION CONTAINED IN THIS SET OF CON S-MUCRON DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN TINT WHICH RELATES TO AT&T MOBILRY IS STRICTLY ' - PROHIBITED. 7R a A& >: SHEET TIRE: GROUNDING DETAILS Li SHEET NUMBER: REV. NOT USED 1 G-2 _ 0