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.40007,4 0 CITY OF TIGARD ; at&t MOBILITY Y� ` REVIEWED FOR CODE COMPLIANCE RECEIVED • AT&T MOBILITY CORP. Approved 19801 SW 72ND AVE.,STE.200 OTC: [ MAR 2 3 2016 TUALATI",OR97082 ._ Your world. Deliver �0"�t�- CITYOFTIGARD PROPRIETARY INFORMATION - Addresx i '/Wier it sly �' BUILDING DIVISION FDH VELOCITELJ THE INFORMATION CONTAINED IN THIS SET OF TIGARD •' ENGINEERING INNOVATION O CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. Suite • ' r 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 By: k Date: ` BLDG.4004,SUITE#220 PROHIBITED. TIGARD, OR 97223 OFFICE COPY LAKE 503-636-2500(MAIN)97035 P R 35 1 1 00941 4 6 503-636-2501 (FAX) VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PR35 _•f. c II APPUCANT: LAND OWNER: IN DWG. TIGARD 1. mN44,44,,,„4 DESCRIPTION ttlq VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. AMERICAN PROPERTY USE NO. s°*'r�{.,.0. 5 ^ 4004 KRUSE WAY PL, SUITE #220 MANAGEMENT CORPORATION 69 5 SW SANDBURG 0 Garden Howe. 3 LAKE OSWEGO, OR 97035 2154 NE BROADWAY, SUITE #200 X T-1 TITLE SHEET STREET `4 ', TIGARD,OR 97223 a $„i o Irrrtom PORTLAND, OR 97232 SV-1 SURVEY d = X GN-1 GENERAL NOTES PROJECT: qp g PROJECT ENGINEER: CONSTRUCTION MANAGER f X A-1 OVERALL SITE PLAN VELOCITEL INC. LTE 3C &4C GwxIINr stvn,�rvsr.�rlu - ,.. � °' 4004 KRUSE WAY PL, SUITE 220 �� + INC. X A-2 COMPOUND LAYOUT PLANS svv.R,st \ r # 4004 KRUSE WAY PL SUITE #220 X A-3 EQUIPMENT LAYOUT PLANS ISSUED�0 P.m ¢ a.1sor ,wRYa ,,k�...,... .. LAKE OSWEGO. OR 97035 LAKE OSWEGO. OR 97035 . PAUL TIBBOT, P.E. X A-4 ELEVATIONS CONSTRUCTION e I. • PH: (503) 636-2500 JAY TELFORD � � PH: (503) 636-2500 A-5 EQUIPMENT DETAILS SUBMITTALS u A-6 EQUIPMENT DETAILS % ZONING CONSULTANT: DAA DESCRIPTION El � BY ' CODE INFORMATION, A-7 SITE DETAILS SW 217 ° „ A 11/18/15 PRELIM co or 10 ZONING CLASSIFICATION: C-P VELOCITEL, INC. A-8 GRADING & EROSION CONTROL PLAN 0 03/22/16 FRC CO El ? c, Murp w� , (PROFESSIONAL COMMERCIAL 4004 KRUSE WAY PL, sun #220 A-9 GRADING & EROSION CONTROL DETAILS a nn BUILDING CODE: IBC 2012 LAKE OSWEGO, OR 97035 A-10 GENERATOR DETAILS 'ta, \ v Y CONSTRUCTION TYPE: IIB TOM MCAUUFFE S 3 A-11 PROPANE TANK DETAILS \\ �1 ,, 1 OCCUPANCY: U (503) 936-0032 SITELOCATION JURISDICTION: CITY OF TIGARD A-12 SIGNAGE DETAILS \ .14 'w i., A-13 SIGNAGE DETAILS Q np.re `� 4 1111 sV+s wb'sSI '' SITE LOCATION: (BASED ON NAD 831 X RF-1 ANTENNA CONFIGURATIONS y� a5 TAX LOT #: 2S101 DD00101 X RF-2 RF DETAILS SITE ?LOCATION d•, LATITUDE: N 45 25' 17.71" (45.421586) RF-3 RF DETAILS �; LONGITUDE W 122' 44' 49.34' (-122.747039) X RF-4 RF NOTES r`'''.a- r..... * X G-1 GROUNDING PLAN F N ;xTerncemPro s N TOP OF (E) STRUCTURE AGL 39' A} 10094146 I , BASE OF STRUCTURE AMSL: ± 238' X G-2 GROUNDING DETAILS DRAM BY: BT z Eby G-3 GROUNDING DETAILS CHECKED BY: PT NTS. ` NTS i PROJECT AREA: G-4 GROUNDING DETAILS Cts I DATE: 4:IR,cR, # rat di' `< APPROXIMATE LEASE AREA: 240 SQ. FT. E-1 UTILITY SITE PLAN E-2 ELECTRICAL DETAILS — 3/22/16 DRIVING DIRECTIONS GENERAL INFORMATION; E-3 ELECTRICAL DETAILS X S-1 STRUCTURAL DETAILS 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. '.4s �D PBUf1, TURN LEFT ONTO SW 65TH AVE. SW 65TH AVE IS JUST PAST SW WAMPANOAG DR. SW 65111 AVE BECOMES SW NYBERG ST. MERGE ONTO 1-5 N/PACIFIC HWY 1 2. TRAFFIC IS UNAFFECTED. 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. LEGAL DESCRIPTION ¢01 if 4. (Q 1-5 S RAMP TOWARD SALEM. CROSS ROADS CENTER + � 6975 SW SANDBERG ROAD -....a APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS PROJECT DESCRIPTION: PORTLAND, OR 97223-8073 �► 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 FACILITY CONSISTING OF A (3) SECTOR ANTENNA ARRAY ON AN (3/ / '►� EXISTING BUILDING ROOFTOP AND AN EXISTING INDOOR EQUIPMENT ROOM LOCATED ON 3RD Z�CITY OF TIGARD �D .� FLOOR OF STING BUILDING. Q CONSTRUCTION COORDINATOR COMPLIANCE AT&T WILL REMOVE/REPLACE FROM ROOFTOP: RENEWS 06/30/16 LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER • 1 GSM 850(1900 ANTENNA PER SECTOR, (3) TOTAL Approved byPlanning PROJECT MANAGER DEPLOYMENT MANAGER • �2; GSM TMA'S PER ALPHA & BETA SECTORS, (4) TOTALTHE INFORMATION CONTAINED IN THS AT&T WILL INSTALL ON ROOFTOP: Date: �� I SET OF CONSTRUCTION DOCUMENTS IS ,. SITE ACQUISITION EQUIPMENT ENGINEER • ROOFTOP MODIFICATIONS PER JBE DATED 03-01-16 DISCLOSURE �T MO'USE OR ZONING INTERCONNECT • n • PRO LTE D ex12*AWS/WCS/GSM UPGRADES0 ANTENNA PEER SECTOROR PER , DA(3) TOTAL TAOL3-01-16 Initials: v'� PCH ROFaHIIBITEES D.D AT&T MOBILITY IS SIItlCILY SITE ACQUISITION MANAGER OPERATIONS • AWS RRH PER SECTOR, (3) TOTAL WCS RRH PER SECTOR, 3 TOTAL SHEET TRU: E PERMITS RF ENGINEER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER TITLE SHEET REDUNE NOTE AS DRAWINGS ARE BEING REVIEWEDoo SHEET NUA6EFC REV. T-1 0 .GEMBALtia= GENERAL NOTES: (CON11NUED) CONCRETE NOTES;(CONTINUED) SAFEiY PROCEDURES +4610.0.1 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 rIt 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 OWNER REQUIREMENTS. #4 SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMLILtea 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 NQS '"+r.. .f` THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR BAR DIAMiitHS 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. 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 CONDTiiONS 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 VELDCITEL 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 MR CONDITIONING INT INTERIOR 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 LBS POUNDS 4004 KRUSE WAY PLACE AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY MAX MAXIMUM BLDG.4004,SUITE#220 INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" BLDG BUILDING MECH MECHANICAL OR 97035 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BLK BLOCKING MIL METAL 503-LAKE OSWEGO,(MAIN) FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(z #6 BARS) 2" CLG CEILING MFR MANUFACTURE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPUCABLE). CLR CLEAR MGR MANAGER 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 15 BARS) 1X1" CONC CONCRETE MIN MINIMUM SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES CONST CONSTRUCTION MISC MISCELLANEOUS 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) %" CONT CONTINUOUS NA NOT APPLICABLE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA DEL DOUBLE NIC NOT IN CONTRACT 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. 0 DIAMETER NTS NOT TO SCALE OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DING DIAGONAL. OC ON CENTER 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. DN DOWN OD OUTSIDE DIAMETER EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DET DETAIL PLYWD PLYWOOD 6975 SW SANDBURG 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DWG DRAWING PROJ PROJECT STREET 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTES: AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE EA EACH PROP PROPERTY THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBUSHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE ELEV ELEVATION PT PRESSURE TREATED 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 EIEC ELECTRICAL REQ REQUIRED PROD; PROCEDURES ES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE MINIMUM). EQ EQUAL RN ROOM CONTRACT. EQUIP EQUIPMENT RN ROUGH OPENING LTE 3C &4C 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE EXT EXTERIOR SHT SHEET 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 WAIVED BY ENGINEER AND LOCAL FIN FINISH SIM SIMILAR ISstlm FOR: MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL FILL, AND MULCH. JURISDICTION. FLUOR FLUORESCENT SPEC SPECIFICATION CONSTRUCTION WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. FIR FLOOR SF SQUARE FOOT 3. ALL AREAS SHALL BE ROUGH GRADED WiTHIN FOOT OF ELEVATIONS INDICATED ST1ISJCBIRAL Sn_ E WT I FT FOOT SS STAINLESS STEEL SUBMITTALS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL. BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY GA GAUGE SR STEEL REV. DATE DESCRIPTION BY IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND GALV GALVANIZED STRUCT STRUCTURAL 11/18/15 PREUM CD Bf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iTH ID INSIDE DIAMETER W/ WITH OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WiTH THE PROJECT. 2003 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE IN INCH W/O WITHOUT 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INFO INFORMATION WP WATER PROOF 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. INSUL INSULATION NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL. UNDISTURBED SOIL OR ON 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE LEGEND ' OF ORGANIC MATERIAL DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT TYPE OF MEMBER - -- -SUBJECT PARCEL FA/ 10094146 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 � SECTION UNES MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSIDRAWN 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 - - PROPERTY UNES CHECKED BY: PT IN 8" (MAXIMUM) LOOSE UFTS AND COMPACTED TO 98% ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI RIGHT-OF-WAY UNES 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KSI CURRENT ISSUE DATE NOT LESS THAN 2-A OR 2-Al OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 *-.015-•PROPOSED CONTOUR- MAJOR PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE OSSC SECTION F. CONNECTION BOLTS ASTM A325 TWIST-OFF --- - -0 PROPOSED CONTOUR- MINOR 3/22/16 1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL .005 EXISTING CONTOUR - MAJOR SUMP: 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING JURISDICTION. 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL EXISTING CONTOUR - MINOR IMPROVEMENTS, EASEMENTS, PAVING, CURBING. ETC. DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED. -„-(X)AXIAL CABLE RUN UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS: ,QED PROF , MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AI.S.C. AND AWS STANDARDS '° -'°-FIBER OPTiC CABLE RUN ALL KEEP GENERAL 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 E -■-ELECTRICAL CABLE RUN 13. DURING COCONTRACTOR NSiRUCTIO AND DISPOSE OFKALL D RT DEBCLEAN RIS, AND RUBBISH.D FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. USED.ELECTRODES. OF GRADEE60 REINFORCING BALDS RS(IF REQUIRED)BY YSHALL BE SHALL BE G FENCE TELECOM SEDIENT UNDER/OVER HEAD _G I tit. O CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 '_■ 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 -"T"T-'T`T FENCE - CHAINUNK, BARB FROM PAINT SPOTS. DUST, OR SMUDGES OF ANY NATURE OFFICIAL ELECTRODES. WELDING WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH WELDED BARS. ,-.)REGONso CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 02/ /q 2.o BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WiTH ACI-318. 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND A g, �r GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES itfr 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. `D.T1 • 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 g 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES • 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 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA) THE NFOR►MTXN CONTAINED IN THIS PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THESET CONSTRUCTION DOCUMENTS IN T w ® PROPRIETARY BY NATURE.ANY USE OR • 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM x . DISCLOSURE OTHER THAN THAT WHICH INSPECTIONS. WiTH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE . RELATES TO AT&T NOBILITY IS STRICTLY `•.", C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE PROHIBITED. • 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 U11LITY INFORMATIONORE SHOWNUMAYINOTURIED UTILITIES BE COMPLETE. IXIST IN CONTACT TH ONE CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT MANUFACTURERS WRITTEN INSTRUCTIONS.AREA AND ACCORDANCE WITH THE SPECIFICATION DIN ACCORDANCE WITH THE PAINT Know what's below. E UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 51), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO O Call beforeyou dig. GENERAL NOTES 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 UNLESS NOTED OTHERWISE. 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(51) MAY BE WELDED 11. TOUCH UP ALL FIELD DRIWNG, WELDING AND CUT SURFACES WITH 2 COATS OF - 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 STRUCTURAL DRAWINGSAM) NOTES SHALL TAKE SHEET NUMBER PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. . PRECEDENCE OVER ALL DRAWINGS AND NOTES. GN-1 o \ 61, LEGEND at&t L —--—--—SUBJECT PROPERTY LINE ' I j \ \ P�. * -- - -- ADJACENT PROPERTY LINE MOBILITY RIGHT-OF-WAY LINE �T �"• v �\� " ��\ G� —FO FO— PROPOSED CONDUIT AT&T MOBILITY CORP. yam+ • FO FO EXISTING CONDUIT 19801 SW 72ND AVE.,STE.200 Cl,5-.1_z, } ._ OHP w= OHP— OVERHEAD POWER LINE TUALATIN,OR 97062 • "/� - BURIED/INDOOR POWER LINE \ 8� �,, \ r, GAS GAS - BURIED GAS LINE 11 O/'/\ \ OHT OHT OVERHEAD TELEPHONE LINE FDH VELOCITELJ EXISTING '_. / \ )624... �� =W'—`w W'— BURIED TELEPHONE LINE 0 BUILDING ... Q - BURIED WATER LINE ENGINEERING INNOVATION I , rr _ = 1 y \ SS SS BURIED SANITARY SEWER j \ / 13/• SD SD BURIED STORM DRAIN 4004 KRUSE WAY PLACE _ (4BLDG.4004,SUITE#220 _._ _ 1124' \� DITCH LINE/FLOW LINE LAKE OSWEGO,OR 97035 ROCK RETAINING WALL f (1 503-636-2500(MAIN) _ . + . \ - VEGETATION LINE y0 tiC � x — X — x —x - CHAIN LINK FENCE 503-636-2501 (FAX) /% (0J� 0 0 WOOD FENCE - X X X — X - BARBED WIRE/WIRE FENCE �0 / j -\ ❑, TRANSFORMER 9 FIRE HYDRANT SITE ID: PR35 Z C7 / j =/A. "/ 1/X EXISTING AT&T OUTDOOR Q LIGHT STANDARD I4 GATE VALVE TIGARD z / . _ . . -‘ „ ,v / ROOFTOP SITE, SEE A-2 p1 POWER VAULT S WATER METER 7 _ �� ,'1 i ® UTILITY BOX R FIRE STAND PIPE 6975 SW SANDBURG d / o'; -. aj, �� '�� \\ / UTILITY POLE ❑ CATCH BASIN, TYPE STREET / \N` — - — • TIGARD,OR 97223 / I \ it / ii, /+• / ' PROJECT +_ (It LTE 3C &4C ��L�? o I1 I ISSIItD FOR: EXISTING ly �1 f�" \ CONSTRUCTION --—--—-- I „ PARKING LOT = R , I ❑ I itlf, \ o / SUBMffTALS \ / /– � '�. [�I ��� \ REV. DATE DESCRIPTION BY ��� ® A 11/1e/15 R�tDJAI co Hr - r` I 0 D� /' 0 03/22/16 FINAL CD ITT -—- I `— —'y 1 — — — — — — EI o E3 I , Ln f- a. �]n to 4v o'} 4' Fj - . ' ---Vii -7/// - _ \�, . -`I;, _• Tom _ `1`, :. b� — N I I/ i '�� EXISTING '/I ' meq, '''s �' 'c . p� � -. PARKING LOT ' ' FA/: 10094146 Cr V I r,; s DRAWN BY BT 4 4 gyp., G O� �, I ��,3 \ ` +t'. _ �, �\�G tc4 ' 4 CURRENT 3/22/16 3 t.:1,7. , F � I1- i, 14 (/) j :: `_��ti ` 0 / k ,� STAMP: � 2-' l1. D 0�p EXISTING ` ` Y I = fiaa EPR f ij BUILDING EXISTING ,.,* AZ G I i0�"�O "t� �' "'i ri BUILDING II "P a / EXISTING I 1PE. �� e>�/ // � �: I BUILDING a:� `' a K, 4 OREGON 30 ________ , ( , 1:- - / ti .c..oI ;-..,..1,,,, / .___-_ \ .,,,)2 " = RENEWSo6/3o/16 i .cam - 't K >,"'.:,,,-:'-'.4i —--— rr - .� is ,f a �. ,_ .. —.. . .— _— _ . . -� u o �\ tit o ,„ -' ._• ,.,1f: , j:a SEAT No CONSTRUCTIONTIONSODOCUMENTS� IN ISw `s-,;'..,:,;41 Q ;E�P PROPRIETARY BY NATURE.ANY USE OR • SW SANDBURG STREETDOCW OTHER n�N nwT*WJCH - ----------------- ---- -- RElATFS TO AThT MOBILITY 5 SRICILY ,^� PROHIBITED.N i T 1 --- /, dN SNEETTRIE: E / 1 ,/- OVERALLSITE I I \_- — �= PLAN m ,I SHEE T NUMBER REV. m22534'SCALE: 1-_30' , , I q_1 0 11.x1,SCALE: 1.-60, 0' 30' 60' OVERALL SITE PLAN , • s at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97082 . FDH VELOCITELJ ENGINEERING INNOVATION EXISTING WALL MOUNTED 4004 KRUSE WAY PLACE PANEL ANTENNAS (OTHER CARRIER, TYP.) BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 503-636-2501 (FAX) EXISTING MECHANICAL UNIT, TYP. 9 P 2 9 P /9- 9 9 4 9 9 4 9 2 SITE D: 35 EXISTINGn. AT&TA PROPOSED LTE TIGARD 0 ANTENNAS ALPHA ANTENNAS ALPHA I \ EXISTING DOGHOUSE SECTOR (SEE RF-1 '� SECTOR (SEE RF-1 6975 SWSANDBURG _ ' ���� FOR CLARITY) FOR CLARITY) STREET EXISTING AT&T LTE 0 L �(`i�' ❑ 4w4r `.— TIGARD,OR 97223 GPS ANTENNA & ``��' NI : OTHER CARRIER GPS ❑ °�� En 7 NI I ` ANTENNASGPS ,_,0 '�,' u �., LTE 3C &4C O • EXISTING (12) RUNS OF h. © EXISTING (12) RUNS FOR: EXISTING CABLE �&�,, //J 1-5/8" COAX & (6) AS, OF 1-5/8" COAX & ENTRY PORT / RUNS OF 7/8" COAX L (6) RUNS OF 7/8" CONSTRUCTION EXISTING FC12 FIBER '� EXISTING EXISTING FC12 FIBERA '• :', COAX SUBMITTALS DISTRIBUTION BOX ��, O ROOF ❑ LJ DISTRIBUTION PANEL _ 0 REV. DATE DESCRIPTION BY _ / r -1 _ A 11/115 PRBJM CD BT �, 1 �� ��� �� �� iii • n � z C/� z, 0 03/22/16 FINAL CD BT \...1: z (1) FIBER RUN (2) DC SOI; s 1) FIBER RUN (2) u CABLE RUNS ROUTED — DC CABLE RUNS j�� 1 ® ® ® ® — FROM EXISTING FC18 ....--01 �\. I ® ® ® ® — ROUTED FROM �`J I FIBER DISTRIBUTION , I EXISTING FC18 .\`\ le — 2 J ® 0 0 0 BOX TO EXISTING DC2 ` � L- Q ® ® ® ® FIBER DISTRIBUTION ,777 `\ — SURGE PROTECTOR `\ "'d BOX TO EXISTING DC2 SURGE EXISTING AT&T `� O ® ® ® ® _ BOX. PROPOSED LTE 0 0 0 0 _ PROTECTOR BOX. ANTENNAS GAMMA O ANTENNAS GAMMA O �` SECTOR (SEE RF-1 — SECTOR (SEE RF-1 — FOR CLARITY) 0FOR CLARITY) OO — —R �I EXISTING ELEVATED [� — i �� FA#: 10094146 0 0 CABLE TRAY DR RN BY: ST e.. u A 1" I', CHEC110:1D BOEXISTING — 0 u1 uO 0 CURRENT ISSUE DATE: GENERATOR ' A LOCATION EXISTINGn CI © C 3/22/16 ROOF �O / '�, �O ,�/ STAMP: AT&T INDOOR 7 EQUIPMENT ROOM / `' � `� 9//' _ I�- �� _ -j-� ��' �Ep PROEM Nv"i EXISTING AT&T PROPOSED LTE �� +GIN�O•-+ �Q ANTENNAS BETA SECTOR ANTENNAS BETA SECTOR er IPE (SEE RF-1 FOR (SAE FOR EXISTING ROOF HATCH W/ — CLARITY) PROPOSED 2'x12' UPGRADES CLARITY) . ACCESS LADDER, ACCESS TO PER SECTOR PER JBE - ROOF FROM LOWER ROOF. DATED 03-01-16 qq OREGON 02/ /1 44412) oC iet RENEWS 06/30/16 E*FORMATION CONTAINED IN THE of DE OF CONSTRUCTION DOCUMENTS IS .""i I PROPRIETARY BY NATURE.ANY USE OR 1 DISCLOSURE OTHER T MN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. N N 1 1 -d. e„t \ SHEET TITLE: —eat_.,,,>,_ —di1 j— COMPOUND -: ',w% LAYOUT PLANS ai SHEET NUMBER: REV. ▪ 22.1134•SCALE: 1. 10' I , , I EXISTING COMPOUND LAYOUT 1 22N34• : 1-70' ,. 10' I PROPOSED COMPOUND LAYOUT 2 A-2 0 • 11'x17*SCALE 1•-20' 0' 10' 20' 11.:(17•SCALE 1•-20' 0' 20' at&t N.„,„„..,...„ MOBILITY AT&T MOBILITY CORP. / 13�-8• / 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 w - EXISTING (1) MARATHON N SEISMIC BATTERY RACK FDH VELOCITEL W/(20) MARATHON BATTERIES. /® ENGINEERING 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 ` j////// //////////////////////////// I• •I I• I I j I• r I I• •t SITE ID: PR35 TIGARD 1• •1 / EXISTING FIBER LOOP / / ) 6975 SW SANDBURG ENCLOSURES / �► / STREET / / - TIGARD,OR 97223 EXCKING 19" LTE FIT / ) 4 / � PROJECT: C—"1 i4-" LTE 3C &4C • • ISSUED FOR: CONSTRUCTION EXISTING (12) RUNS OF /1a�a O EXISTING UMTS EXISTING (12) RUNS OF '41s�� 1-5/8" COAX & (6) / �" . ---- 7- CABINET 1-5/8" COAX & (6) A w w / DATE ALS / RUNS OF 7/8" COAX (1) RUNS OF 7/8" COAX (1) / 5 • EXISTING TELCO DEMARC FIBER RUN (2) DC CABLE / A 11/18/15 PRELIM CD BT FIBER RUN (2) DC CABLE / "' _` RUNS % % 0 03/22/16 MAL CD ER EXISTING (1) COAX / / EXISTING DISTRIBUTION / RUN TO EXISTING / \ __,../;____________„--/ RACK / li -�LTE GPS ANTENNA / ")EXISTING (2) GSM / \ -Y A. -.� EXISTING GROUND a \ ' CABINETS. \ • " • ;/ BAR \ fr.% / EXISTING ALARM DEMARC / � u _� \� / I -� DRAWN BY: BY 10094146 / EXISTING (1) MARATHON / mow SEISMIC BATTERY RACK / // CHECKED BY: PT 7 W/(20) MARATHON / CIN�TITlE DATE: / I / BATTERIES. / I 3 DATE: s / % / / STAMP: EXISTING (1) MARATHON / / TECHNOE�LIOGIES 24VDC STING ALPHA / • � W/( 8) MARATSEISMIC HON Y ACK / I 'I / �� CXPS 24-4T POWER / BATTERIES. / / EO Of RACK. / 1 t 1. I- .V / 4 ). -1 I. / �S'� Gist` 4 / / / 4' t H / //////)////// ///l///////////////// .... -■ OREGONa _ INSTALL (1) RECTIFIER & (6) �y/ /� 9.29.06S DC BREAKERS INTO 1 EXISTING POWER PLANT D.TO RENEWS 06/30/16 THE NFORMATI N CONTNNED IN THIS --- PROPRIOFETSETC°NSTRUMPIARY ANY USE OR IS 1 DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOWN IS STRICTLY N PROHIBITED. N I 1 - SHEET TIRE: ,. 4 v, E —0441— — 1 . — EQUIPMENT 0 ,11►? vg. ,...• LAYOUT PLANS SHEET NUMBER: REV. 2 22•x34'SCALE: 1•-2.5' I a-� I 22•x34•SCALE 1•-2.5' I ii o 11 x17 SCALE: r�s 0' 2.5' 5' EXISTING EQUIPMENT LAYOUT 1 22. • •SCALE ,•-5• o. 2.5' s' PROPOSED EQUIPMENT LAYOUT 2 A 3 NOTES: -EXISTING LTE 700/1900 PANEL ANTENNA, (1) PER PROPOSED AWS RRH 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY JBE DATED 03-01-16 SECTOR, (3) TOTAL (1) PER SECTOR (3) TOTAL d*' 2. FUTURE ANTENNA CONFIGURATION TO INCLUDE UP TO 12 ANTENNAS. ; at8(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) TOTAL '‘S...,.......,/ PROPOSED LTE AWS/WCS/GSM 850 PANEL ANTENNA. ., -- �M- r(1) PER SECTOR, (3) TOTAL. AT&T 72ND MOBILITY CORP. ilk TOP OF LTE PANEL ANTENNA ARRAY L 19801 SW 72ND AVE.,R906E.2oo 1 r TUALATIN,OR 97062 ±48'-0" AGL I� r I• II IIT I M PROPOSED ANTENNA RAD CENTER 144'-O"AGL I I I J 11 EXISTING WALL MOUNTED ANTENNAS, FDHL 'T� I .I'7.:a „ _ _ �,:� „�_I; I,�p _� (OTHER CARRIER, -YP.) ' • riammirisawAur. ',, /� ENGINEERING INNOVATION 0 AL TOP OF EXIST NG BUILDINGlaili1I. �. ±39'-0'• AGL �I. irtumem''_ a -� P 4004 KRUSE WAY PLACE I;i BLDG.4004,SUITE#220 ■ SQUARE ` LAKE OSWEGO,OR 97035 iT�_ 503-636-2500(MAIN) 1 r- PROPOSED 2'x12 UPGRADES t 0 t / t t 0 0 503-636-2501 (FAX) ; � Y� e r PER SECTOR PER JBE - t t t t t 0 0 0 0 I" s ¢^ DATED 03-01-16 I. t CO \ � SITE ID: P R 35 TIGARD � '0.1.4,:\ ,7 6975 SW SANDBURG i r ` '` QQf,re' .� � 0 0 0 I I t I I t STREET .'' " � r ; .'-.Q-b 3"L t t t t t t 0 t t TIGARD,OR 97223•. . � 1,•o 11,-4"c LTE 3C &4C -.1%. .4N.17 ,.k.•-‘ A .4'4,... f ISSUED FDR:� t t t t t t t r CON,$) STRUCTIONM " • y • • • ? 4.. • .11- to • t t t t t t t - 1-1 i • SUBIATTALSa i - REV. DATE DESCRIPTION 6Y GRADE (REF) A 11/18/15 PRELIM CD 9T 0•-0" (ASSUMED) 0 03/22/18 FMK CD ER 22x34'SCALE NTS 11-x1,•SCALE: NIS 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 (1) PER SECTOR (3) TOTAL (1) PER SECTOR, (3) TOTAL. TO BE REMOVED & REPLACED TO REMAIN -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 F 10094148 EXISTING AL �'TOP OF LTE PANEL ANTENNA ARRAY r SATELLITE DISH DRAM BY: BT ±48•-0" AGL _ - - III I CHECKED BY: PT CURRENT ISSUE DATE: dicki EXISTING ANTENNA RAD CENTER I, ® li 3/22/16 ±44-0 AGL I_ I, III I �I EXISTING WALL MOUNTED ANTENNAS, _ I _ i.. I I:I (OTHER CARRIER, TIP.) STAMP: \ 1I .., IC( dot TOP OF EXISTING BUILDING I, 1 i ' .!. , a S.1:1111I \\1� ____ J PR t ±39' 0" AGL . .a ��� IL \_ Ai PR k, ' I EXISTING DC2 SURGE PROTECTOR SQUARE — �g� C'i�l°'�► �� '1,�- (2) PER SECTOR (6) TOTAL .� ' <' 0 t t t t # TO REMAIN # # I ISS1FIE ` ■ . ; ,!-,. tT� o r ^• t t 0 t t t t t t ,ir �•1 S 03/. �q OREGON A• • . - Y LL:�i 3` D.IISc , ` ,�` _ ,` � fc f l t # t t 1 t t 0 0 RENEWS 06/30/16 1 s/3o/16. Q $ o 0 0 0 t t• . •%,• rr3o,: t t 1 I 1 � • 1141 ' THE INFORMATION CONTAINED w Hs w� ` i 1 -4; _.- �``¢ OF DOCUMENTS I -$1,- � PROPRIETARY R •� -./ * c. u /� - ..t_ DISCLOSURE OTHER DWI TAT WHICH ^ -:,•:i.,- r• AT&T MOBILITY IS STRICTLY ,„ � - PROHIBITED. 130 � '1 � 3A v t t t t t 0 I 43 0�.<. ,Nri � vi t # # I # 0 t t t # t 41, 0.r SHEET TTILE: ELEVATIONS R At GRADE (REF) 0•-0" (ASSUMED) SHEEP NUMBERREV. EXISTING EAST ELEVATION 1 A p-/� o W., 22"x34•SCALE NTS 11•x7•SCALE:MS • . PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY JBE DATED 03-01-16 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPLICABLE). } PR35 110094146 SUPPLIED BY AT&T WIRELESS,FROM RF CON FIG DATED: 01/13/16 BY: CAROL FRIZ 3. CONTRACTOR TO VERIFY RF DATA WITH VEIOCITEL CONSTRUCTION " a`&} ` ANTENNA AZIMUTH DC SURGE AND FEEDER FEEDER MECHANICAL MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION MOBILITY • SECTOR POS TECHNOLOGY ANTENNA MAKE ANTENNA MODEL RAD CENTER (DEGREES) TMA MODEL QTY DISTRIBUTION(QTY) TYPE LENGTH DOWNTILT _,,,_ - (FEET AGL) (LTE) (FT) (DEGREES) AT&T MOBIUTY 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 E15ZO1P13 2 (3)DC6 (2)DC VARIES 0 ENGINEERING 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 z BLDG.4004,SUITE#220(M COR 97035 3 GSM 850 LTE AWS/WCS CCI DPA-65R-BUUUU-H8 44 265 0 LAKE OSWEGO, 503-636-2500(MAIN)IN) 4 UMTS 850/1900 KATHREIN 80010766 44 265 E15ZOP13 2 0 503-636-2501 (FAX) SECTOR ALPHA SECTOR ALPHA z SITE ID: PR35 TIGARD o � 0 ^�tiJ 0 ,\ 'Si' �0, 6975 SW SANDBURG o h� o h o ti- 3 STREET EXISTING LTE 700/1900 ANTENNA h h J o N h J ry v TIGARD,OR 97223 (1) PER SECTOR (3) TOTAL 0) '� �� �_� v TO REMAIN =�Q �• ,o�J ��_ • �yo� PROJECT: EXISTING LTE 700 RRH <..,k•k• J`' :J h LTE 3C &4C Q ry (1) PER SECTOR (3) TOTAL G t =, s ��h �,r __7- [,yh ISSUED F(N6 TO REMAIN �►� v. ,, ; N /r 4 N Gi les ? ,Q� /// 1` "�� PROPOSED CONSTRUCTION EXISTING DC2 SURGE PROTECTOR i,411 .-,-, Q = EXISTING GSM 850/1900 ANTENNA \; r . GSM 850 LTE AWS/WCS ANTENNA (1) PER SECTOR (3) TOTAL 4,�� (1) PER SECTOR (3) TOTAL \ ��` SUBMITTALS �I --';,.. ."•--.,.----,� _ ��, y (1) PER SECTOR (3) TOTAL TO BE REMOVED \� Q TO BE REMOVED \ ` REV. DATE DESCRIPTION !BY PROPOSED AWS RRH EXISTING LTE 1900 RRH ,I\ EXISTING UMTS TWIN TMA PROPOSED 2"x12" UPGRADES --,4...,,4 „,_ � A 11/18/15 PREL91 CD Bf (1) PER SECTOR (3) TOTAL f r/ (1) PER SECTOR (3) TOTAL PER SECTOR PER JBE - ,� , (1) PER SECTOR (3) TOTAL 0 03/22/18 FINAL CD BT TO REMAIN /�- `�/ TO REMAIN DATED 03-01-16 /. -.� �� EXISTING UMTS 850/1900 ANTENNA PROPOSED DC6 SURGE PROTECTOR 4.4.111 / - (1) PER SECTOR (3) TOTAL / (1) PER SECTOR (3) TOTAL TO REMAIN ice• ��if PROPOSED WCS RRH `1� 4P (1) PER SECTOR (3) TOTAL FA/: 10094146 '71 r_ /� \� 9 CHECKED BY: PT BY: PT 't�\ SEC. "G" UMTS 850 1900 \ SEC. "G" UMTS 8o 0. 50 1900 :), CURIIQR ISSUE DATEANTENNA 265' AZIMUTHANTENNA 265AZIMUTH ,. 3/22/16 EXISTING GSM TMA • � STAMP: \\// (2) PER ALPHA & BETA (4) TOTAL /\,�. G" LTEAWS WCS GSMB5' \,�. ,SEC. "G" GSM 8501900 , TO BE REMOVED / SEC.ANTENNA 265' AZIMUTHANTENNA265AZIMUTH ` i.tED PROF \,• 1tili ....\......w........ \ v �,� �S G=AF 4D SECTOR GAMMA \, j' SECTOR GAMMA �\ , � �� i> � \ �•' �•�. \,,/ 1900 ,'`�-:J.•."-- 1900 i '-V," :,.„...................... I.1/ 900 -- t • ., ., E 700 .� S 1 I L H T 00 C� � � I U / F ., � IH G ZIM . /I "(, LIE . AZIMU \ S' SEC. 260 AQ ORF.GON 0 ' F A / G 26 �. N O B NA - 9 C TEN �,, 850 AMEN ATF AN \ ti B. O./ /� 9.'�� • � �� s tide•s ��%�� sus is c- i v -7,/„C,F 7,s ���,-, 942, `1.1'..94, �D.Era ` ���is �: -6. 6,8 ��J titi9 G 9�SO �J� ti.T Gk '4.% RENEWS 06/30/16 3 Z n T 47 i G ��. S,S S 1 ��Z d1• s•9 R3. T,y 00 22 B; 9850 �'rl THE MFORMATION CONTAINED IN IHS w 7-":5‘0(.2'''_. ��d�� �,(A �Cij,!q LS, PROPRIETARY BY INTUE.ANY USE OR 1 B SET OF CONSTRUCTION DOCUMENTS IS T''''''''' (� GT 7,90 S(" ti 00 DISCLOSURE OTHER THIN THAT WHICH s0 'S' p O. _A RELATES TO AT&T MORAY IS STRICTLY c, N 9 007,0 PROHIBITED. - 6 o �_ G�o SHEET TITLE: ��">�,_ ti°0 _#j';C ti ANTENNA t,'4, SECTOR BETA !.No. SECTOR BETA CONFIGURATIONS SHEET NUMBER REV. '2•x14•SCALE: HTS EXISTING ANTENNA CONFIGURATION 2 22"x34 SCAM NIS PROPOSED ANTENNA CONFIGURATION 1 RF-1 U 11•x17•SCALE: NTS 11•x17•SCALE:NTS MANUFACTURER: CCI EMI . PART I HPA-65R-BUU-H8lie , at&t LENGTH: 92.4" MOBILITY WIDTH: 14.8" "i DEPTH: 7.4" WEIGHT: 68 lbs. w AT&T MOBILITY CORP. ci 19801 SW 72ND AVE.,STE.200 0 11111 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) I _....=..._ 503-636-2501 (FAX) g LI ^T ► J SITE ID: PR35 L. 14.8" TIGARD NOT USED 9 SCALE : NTS LTE ANTENNA DETAIL 8 6975 SWSANDBURG STREET TIGARD,OR 97223 MOUNTING MOUNTING ` ATTACHMENTS PER PIPE LTE 3C &4C STRUCTURAL =ED FOR: '4- CONSTRUCTION SUBMITTALS m REV. DATE DESCRIPTION BY 10 3/8" A 11/18/15 PRELIM CO BT 6 7/32' g^ -i 0 03/22/16 FINAL CD BT C' .44:1- MOUNTING PIPE W) 0 0 1 II UNISTRUT FA/ 10094146 SECURED TO DRAWN BY: BT MOUNTING PIPE MANUFACTURER: RAYCAP CHECKED BY: FT MODE: DC2-48-60-0-9E CURRENT ISSUE DATE: SURGE PROTECTOR 3/22/16 SCALE : NTS NOT USED 7 6 NOT USED 5 STAMP: I I I I I MANUFACTURER: ALCATEL-LUCENT J JIii111HIIII1111@4 MANUFACTURER: ALCATEL-LUCENT Ep PRO El II r MODEL RRH2X40-AWS 2100MHz L " �7 MODEL: RRH4X25-WCS % i HEIGHT: 24.4" co HEIGHT: 31.5" $� G T P1F 0 ` """' WIDTH: 10.63" 00 68111 0110Q� WIDTH: 12" i� V �'� 10.63" 1 DEPTH: 6.7" I 12. I DEPTH: 8.7" .� 4 �QIPE WEIGHT: 44.0 LBS WEIGHT: 70 LBS - ■ I4P ..Yy - FRONT SOLAR FRONT SOLAR OREGOND SHIELD SHIELD 02./ /.i Attbil9"'�' O h RENEWS 06/30/16 O- 1/ ////1/ THE NFORMATION CONTAINED N 1115 SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR w !' DIS OTHER THAN'THAT WHICH N /1/1 �� Tri �, PPR11 AHDATdTMOBILITY 6SDifCILY\Nig ,N u U J RRH ,::. ....��.\ BRA U n RRH ,........ •.� BO�UNTIEN�G SHEET TULE: ���� �� � RF DETAILS EMI ISO VIEW ME 1S0 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 0 - MOBILITY MARKING TAGS at&t O ILITY TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING 1 LOCATIONS SHOULD BE AS PER 'CABLE MARKING LOCATIONS TABLE'. THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. AT&T MOBIUTY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 4 THE FOLLOWING ARE 3 DIFFERENT O O FORMATS TO BE USED FOR THE (:(-1:43411:) 1A 1ABRASS TAGS. 3B 69U9 FDH VELOCITELJ DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C ENGINEERING INNOVATION 4004 KRUSE WAY PLACE FORMAT A IS TO BE USED WHEN THERE BLDG.4004,SUITE#220 IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO LAKE 04004, OR 97035 TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT 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 POSMON, 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 TIGARD TECHNOLOGY. SECTOR GAMMA SECTOR ALPHA 6975 SW SANDBURG RF CABLE C2 Al RF CABLE A2 STREET THROUGH C6 AS THROUGH A6 AS REQ'D REQ'D TIGARD,OR 97223 PROJECT: LTE 3C &4C i ISSUED FOR: Cl B1 CONSTRUCTION SECTOR BETA SUBMITTALS RF CABLE B2En al DATE DESCRIPTION THROUGH B6 Q 11/18/15 PREIJM CD 9 AS REQ'D 11 03/22/16 FWL CO 9 MEL • ■ SECTOR ORIENTATION/AZIMUTH WILL VARY FROM IIII--III REGION TO REGION AND IS SITE SPECIFIC. II. REFER TO RF REPORT FOR SITE TO DETERMINE --■ THE SECTOR ORIENTATION. M . ---. CABLE MARKING LOCATIONS II. IIS I I NO. TAG LOCATIONS : III 1 X END OF THE MAIN COAX RUN WHERE THE COAXIAL FAF MA ii1+g 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 APPLICABLE). CURRENT 15511E DATE: - 3/22/16 3. X END OF JUMPER AT BTS CABINET STAMP: X ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. ,��ED Of�� CABLE COLOR MARKING �� 4GG��plppp7 FjA Dyy IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE �{ ' `j BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABELING. �A+'•tel+ I+■ • THE COLORS SHALL BE AS FOLLOWS: OREGON A: SECTOR RED 03/ /,1 '• SECTOR B: BLUE g'� SECTOR C: GREEN '9 (t,D.Tray 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 INFORMATION CONTNNED IN THIS 2 COAX BOOT SPECIFICATIONSET OF CONSTRUCTION DOCUMENTS ETARY M. OR 019CLOSURE OTHER LIMN THAT WHICH ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE: RELATES To AT&T MOBILITY IS SO6CILY PROHIBITED. ROXTEC H SEAL H3-150 / 3X (28-54) / 20 SHEET TITLE: E 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 0 / \Z I at&t 1. GROUNDING SHALL BE INSTALLED &" BELOW FROST DEPTH OR 30" BELOW / g Q w g g g w g 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 PROTECTOR'S AS REQUIRED 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062 i / \ 0 O COMPONENTSSBARS. USING W NT GROUND WIRES AND NUCONNECT TU E SURFACECTIMOUNTEDR BUS FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR �- , GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT \ �' 111 . GROUND ALL RRH'S FROM TOWER OR POLE USING MFR'S PRACTICES. FDH VELOC ITEL //i `, AS REQUIRED , --''''."--..„..,,,,,,l_ 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE ENGINEERING INNOVATION \ ,/ COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. / \ ��, 4004 KRUSE WAY PLACE /D `��� 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND BLDG.4004,SUITE#220 _ 0 �% '/ I LAKE OSWEGO,OR 97035 0 OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. _ / 503-636-2500(MAIN) o 6. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX) - ►v AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. Ilk0 J 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 INSTALLING 6975 SW SANDBURG 1 GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. STREET TIGARD,OR 97223 APPROXIMATE LOCATION OF / I PRIMARY GROUND BAR AT _O GENERAL ROD NOTES (WHERE APPLICABLE_ PRQIECf: TOP OF BUILDING 0 LTE 3C &4C 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE 7 THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, ISSUED FOR: v UTILJZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. CONSTRUCTION THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO ® la ® le LESS THAN 9 TEA POINTS ALONG THE TESTING UNE GRAPHED OUT TO SUBMTITALS SHOW THE PLATEAU. ALlt �� oEscwPtroN BY _O APPROXIMATE LOCATION OF 2. 2 POINT GROUND TEST OR 3 POINT 62% ItJIS WILL NOT BE ACCEPTED A 11/18/15 PRFIJM CD BF _.2.:- .._______-. -•011 GROUND BAR AT SECTOR SLED 110 111 111 ® AS ALTERNATIVESRMEDHITO THE AFOREMENTIONED ISOLATEDGROUNILSITEST SHALL BE o o3/z2/1s MAL CO BT ' 1�s�`� , (1) PER SECTOR (3) TOTAL GRIDS AND EXISTINGO COMLE THE MUNICATIONS 0 SE IS FACILITY. FROM THE , \ 1 ,�� I SYMBOL DESCRIPTION \� s \ 0 III la le '\ \ II 0 J ® COPPER GROUND ROD -......,:,:-.. 41 k 0 ® TEST WELL ,I` ' o 1. 0101111 ® GROUND CADWELD CONNECTION 0 ® GROUND BAR FAO: ORA10094146 IYH BY: Fir \ CHECKED PT \ ® MECHANICAL CONNECTION BY: CURRENT ISSUE DATE `�I/I,, FIELD VERIFY & TIE INTO 3/22/16 1. 0 / EXISTING GROUNDING SYSTEM _ o11111 v-y, STAMP: sIF 47 .....4AES--- ....,..la _ o 0 _ iiii- Nic4, . I n 1---1 0 'p\ \Ar' l� .„, OREGON a \ � ; ....,..0, i . ,• T\/\r I RENEWS 06/30/16 o \---- - • /•j SET COI6 ICIIONTHE t4FORMATION TANED IN iDS IS DAS i / PROPIaEIARY BY NATORE.ANY USE OR I LE �� DISCLOSURE OTHER THAN THAT WHICH a ` [ 4[ / PPRTO iT ATRT MOBH.RY 6 SRaCR.Y�C`\ SHEET T ` , e \ I —0/►dI- GROUNDING ,"-1 ( / / gym► PLAN / , I ., o \ / SHEET NUMBER REV. 2 22•x34•SCALE 1•_2.5' i a— . I o GROUNDING PLAN 1 G-1 11•x1r SCALE Y-5• 0' 2.5' 5' I' SURGE PROTECTOR DOUBLE CRIMP & OR FIBER POWER at } CONNECTOR 1 CONNECTION (TYP) i� 4,x30"x1/4" LIE UMTS/GSI `{ THICK COPPER ,�' W M l& I AC{NNA AMgddA INTERIOR �i� 1 GALVANIZED X"x4"x1/4" GROUND KITS WITH LONG BARREL �� MOBILITY I: GROUND RING�/� I \ GROUND BAR COMPRESSION DOUBLE LUGS AND \THICK COPPER1 RRH(S), TYP TMA 'I' '� 8oril BOND RFGALVANIZED _,� INSPECTION WINDOW, ATTACH TOTYPE YK TYPE NC TYPE SS AT&T MOBILITY CORP. GROUND BAR GROUND BAR ITIE_T9Y L1 i� BUS BARS) 19801 SW 72ND AVE.,SNE.200 �- > TUALATIN,OR 97062 DC/FIBER I 1 .:5 6 + TO 'I" SECTION ISOLATOR j I TO RRH I C r°l n (WHEN• �' l o e e e do F' I UTILIZE GROUND KITS WITH 0.0. z0.0.0.0.0.0 AppU�� rip.. _ _ —Fo Fo Fowl -cx cx � cx WALL MBU�NTI i 0 0000 m0••••0•0••• 0 ) j�ly_#2 AWG AND 2-HOLE 000 00000000000 + C+ I �' I �k'N COMPRESSION LUGS UNLESS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ `�.;: Wo I (2) f2 AWG GROUND I , i° I k_/ L f' IIIc - FDH VELOaTELJ L., \\ WIRE TO RRH, TYP' ISOLATOR, TYP (� SPECIFIED OTHERWISE U LU f#2 SOLID BARE • "A" SECTION BONDED TO: / INNED COPPER I EE W TYPE VS TYPE VB TYPE PT ENOINEERINO INNOVATION • �\/ 6` BOND DC BUS BARS) & • INTERIOR GROUND RING WIRE CADWELD o POTENTIAL SURGE PRODUCING - 4004 KRUSE WAY PLACE • EXTERNAL EARTH GROUND (TYPE-GL) P DC AND FIBER TO COAX RUN EQUIPMENT TO "P" SECTION BLDG.4004,SUITE#220 SURGE PROTECTORS) (BURIED GROUND RING) 9EXOTHERMIY WELD #2 AWG • METAWC COLD WATER PIPE ��� �� g� LAKE OSWEGO,OR 97035 VARIES �\ `�.' \ 503-636-2500 MAINMOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE BARE TINNED SOLID COPPER WIRE (IF AVAILABLE) ►�s1�` ) ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING CONDUCTOR TO GROUND BAR. • BUILDING STEEL1 503-636-2501(FAX) LT r, ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY TYPE GR TYPE GI MOUNT GROUNDING BUS BAR GROUND RING AND PROVIDE TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD wo WITH ISOLATION. NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH SITE ID: PR35 I# * N 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 SCALE : NTS GROUNDING SCHEMATIC DIAGRAM 5 NT :CELL REFERENCE GROUND BAR(CRGB) 4 SCALE : NTS GROUND BAR 3 SCALE : NTS CAD WELD EXAMPLES 2 6975 SW SAN BURG TIGARD,OR 97223 PROJECT: LTE 3C &4C ISSUED FOR: CONSTRUCTION SUBMITTALS REV. DATE DESCRIPTION BY A 11/18/15 PREIJM CD 8T 0 03/22/16 FNA.CD 8T FA/: 10094148 MAIN FM BT CHECKED BY: PT CURRENT ISSUE DATE 3/22/16 STAMP: 09 PROf4 �SG=11F8 ( 1. .'allifAAESIPE. C ..1"'la 03/ /, OREGON �9 9.is A, RENEWS 06/30/16 E INFORMATION TH FORMATION CONTAINED S of RE SET OF CONSTRUCTION DOCUMENTS IS i PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE ATHTR THAN THATWHICH RELATES TO AT&T MOBILITY 6 STRICTLY PROHIBITED. a I 5 SHEET TORE: E GROUNDING N DETAILS SHEET NUMBER REV. NOT USED 1 G-2 0 at&t ' (3)ROWS OF E x2�'NAILSBOTHSLOE$TYP A MOBILITY (OFFSET BY B:ON OPPOSITE SUE) �._ • AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 E 1T FDH VELOCITEL w ENGINEERING INNOVATIONr i ♦ x X 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 EI LAKE OSWEGO,OR 97035 ♦ X X X 503-636-2500(MAIN) 1 503-636-2501 (FAX) ED r ♦ X X X SITE ID: PR35 ♦ .�` TIGARD NOT USED 1 NOT USED 1 6975 SWSANDBURG STREET TIGARD,OR 97223 PROJECT: \\*......------... LTE 3C &4C ISSI1tD FOR: NEIN 2t12'OFL'2 f BTR FASTENED CONSTRUCTION E)BSTNi4(NOT SHOWN FOR CLARITY) SUBMITTALS REV. DATE DESCRIPTION BY A 11/18/15 PRELIM CD BT 0 03/22/16 FNAL CD of NOTE CONTRACTOR TO StSMlT JOIST SUPPORT INFORMATION SO THAT FA/: 10094146 DRAYN BY: or CONNECTION TO MING WIDE FLANGE SEAMS MAY BE VERFED. CHECKED BY: PT CURRENT ISSUE DATE 3/22/16 NOT USED 1 NOT USED 1 SCALE : NTS EXISTING 2x12 JBE STRUCTURAL DETAIL-DATED 03-01-16 1 STAMP: ,os PROff �S ,GIAF4` /ZO TE • •t�OREGON43 tfl r 164 i RENEWS 06/30/16 THE INFORMATION CONTAINED IN THIS of SET OF CONSTRUCTION DOCUMENTS IS i PROPRIETARY BY NATURE ANY USE OR LADISCLOSURE OTHER THAI THAT WHICH rrT RELATES TO AT&T NOBRIIY IS STRICTLY PROHIBITED. i i SHEET TITLE: SHELTER FOUNDATION DETAILS SHEET NUAB�EFt:X7REV• NOT USED 1 NOT USED 1 NOT USED 1 NOT USED 1 —1 0 10 NJ BE JOHNSON ENGINEERING 325 West 13T"Avenue Eugene,Oregon,97401 B R O D E R I C K 541-338-9488(office) 541-338-9483(fax) . derickEngineering.com Paul Tibbot FDH Velocitel RECEIVED 4004 SW Kruse Way Place,Suite 220 RECEIVED Lake Oswego, OR 97035 MAR 2 3 2016 Re: Upgrade to Roof Framing at Supports for Proposed Panel Antennas ��iCITY`OF TIGARD 6975 Southwest Sandberg Road,Tigard, Oregon,97223—AT&T Site P?4JL®INC DIVISION Paul, Per your request,Johnson Broderick Engineering has reviewed the failing structural analysis we submitted to you regarding the addition of larger panel antennas and associated equipment to existing non-penetrating rooftop skids, located atop an existing commercial building at 6975 Southwest Sandberg Road in Tigard, Oregon. Our previous analysis showed that the skids required at least 37 8 inch CMU blocks at each ballast tray to prevent the skid from overturning,and that the existing roof framing did not have adequate capacity to support this additional load. Therefore, we calculated what would be required at the roof framing to support this load. The existing framing consists of 2 x 12 joists spaced at 24 inches on center,which bear on steel beams. The results of a previous structural analysis that we were provided with demonstrate that the steel beams are adequate, therefore it is our assumption that our scope of work is limited to upgrading the existing roof joists only. Our findings are as follows. Existing 2 x 12 wood joists that support any of the non-penetrating roof skids are to have an additional 2 x 12 joist sistered to the existing joist and fastened per the attached detail. Contractor is to forward information regarding the attachment of the existing joists to the steel beam for engineer's review so that a proper connection can be specified. This is a deferred submittal based on the contractor forwarding this information. We appreciate the opportunity to be of service. Please call if you have any comments or questio. El_744c / ��1/ W 0 cel--C--- t, •,- . 1 D �;-• �, �� ` � +— - ]�/�; Com, ' al/WEL ON EXP)RES: (2 t ti Revision 0 March 1,2016 JBE project No. 15024.15 Page I 1 ' JONf'1SON 7=2 BRODERICK `1ENGINEERING JM 1L -t VA441 me) AA ' v J C '{ psi i t t3 11.6 04/14 v'q,M v40,\ eft 1 ` a,S i i s Gt;rivt-o ry2 lt/c( 615,1- R5sw< = tzi(( 1b f z `1 Psi Qvi6/ t)J5 AAAA 1'* Vavot't\n 2-- e 2Lt " v.C. 9 cunt` .t!I (2 I( .A - `13 es-{ utter; r &t 1 lash- (6Ad, // 5\-- P 212-0F (s.f _ z) (2) 23‘I 4)) ak v` Ce✓ G4olAat kt-i-Aik DV/ Project: _."�,-_713.— F ` Protect iSD2c{- (c B;: A-44 Date 3-t_t Page: of. 3 II` Project: 15024.15-PR35-Tigard LTE page Aaron Broderick [�� Johnson j Location:Worst-case upgraded roof beam-ballast load at both ends,load d snsonnBroderick Engieering,LLC Multi-Loaded Multi-Span Beam � . -`" 325 West 13th Avenue [2012 International Building Code(2012 NDS)] Eugene,Oregon,97401 (2)1.5 IN x 11.25 IN x 18.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 3/1/2016 1:26:12 PM Section Adequate By:12.0% • Controlling Factor:Moment CAUTIONS "Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.21 IN U1042 Dead Load 0.31 in Total Load 0.52 IN U415 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A )� Live Load 450 lb 450 lb Dead Load 1212 lb 1212 lb Total Load 1662 lb 1662 lb Bearing Length 0.89 in 0.89 in 'eas REAM DATA Center Span Length 18 ft Unbraced Length-Top 2 ftA- left -81Unbraced Length-Bottom 18 ft Live Load Duration Factor 1.15 Notch Depth 0.00 MATERIALUNIFORM LOADS Center PROPERTIES #2-Douglas-Fir-Larch Uniform Live Load 50 plf ease Values Adjusted Uniform Dead Load 30 plf Beam Self Weight 7 plf Bending Stress: Fb= 900 psi Fb'= 1030 psi Total Uniform Load 87 plf Cd=1.15 C1=0.99 CF=1.00 Shear Stress: Fv= 180 psi Fv'= 207 psi TRAPEZOIDAL LOADS-CENTER SPAN, Cd=1.15 Load Number Q0 I.WQ Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Left Live Load 0 plf 0 plf Comp.--to Grain: Fc---= 625 psi Fc--t-'= 625 psi Left Dead Load 292 plf 292 plf Right Live Load 0 Of 0 plf Controlling Moment: 4848 ft-lb Right Dead Load 292 plf 292 plf 9.0 Ft from left support of span 2(Center Span) Load Start 15 ft 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 18 ft 3 ft Controlling Shear: 1662 lb Load Length 3 ft 3 ft At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 56.49 in3 63.28 in3 Area(Shear): 12.04 in2 33.75 in2 Moment of Inertia(deflection): 205.77 in4 355.96 in4 Moment: 4848 ft-lb 5431 ft-lb Shear: 1662 lb 4658 lb NOTES SJ /U, (3)ROWS OF 10d x 2 t NAILS BOTH SIDES TYP (OFFSET BY 6'ON OPPOSITE SIDE) �- 1Y 2• • X X EQ X X X EQ • X X X • NEW 2x12 DFL#2 I BTR FASTENED TO EXISTING(NOT SHOWN FOR CLARITY) NOTE: CONTRACTOR TO SUBMIT JOIST SUPPORT INFORMATION SO THAT CONNECTION TO EXISTING WIDE FLANGE BEAMS MAY BE VERIFIED. Date:03-01-16JBE JOHNSON Protect#:15024.15 NGINEERRI<ING EPR35 TIGARD LTE 3C+4C TRIGGER Revisions: ENGINE Civil and Structural Engineers 325 W.131hAve Tel(541)338.9418 Eupene.Or 97401.3402 Fax(841)338.9483 ROOF JOIST UPGRADE S 1.1 WWW.Jonna,aroeerwEnpnwPoe.wm This: Sheet: