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Plans (2) ✓u ,i-v/Co - 00.2i c jir 0-U ' Sw Nva 04. -0 y DESIGN CONSULTANT t at&t . at & t ....._ _,.,.., inte-grat-ed MOBILITY ,. O6&ONf800. AT&T MOBILITY CORP. ,JUN 2 9 2616 19801 SW 72ND AVE.,STE.200 AINB AGATE POINT NE TUALATIN,OR 97062 BAINBRIDGE I68-FA WA 90110 Your world. Delivered. CITY OFTIGA OFFICE` "� ` '�� " PROPRIETARY INFORMATION t�li��� C}3Vi9�3``' FDH VELOCITEL SCHOLLS & 125TH ENGINEERING INNOVATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR 12655—A SW NORTH DAKOTA ST 4004KRUSE WAY PLACE DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T MOBIUTY B BLDG.4004,SUITE#220 SERVICES IS STRICTLY PRO;NBIiED. TIGARD, OR 97223 LAKE OSWEGO,OR 97035 PR77 I FA: 1009801 4 503-636-2500(MAIN) 503-636-2501 (FAX) RFDS VERSION: 2.0 DATE UPDATED: 09/16/15 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PR77 cone,l"g. APPLICANT: PROPERTY OWNER: DWG. SCHOLLS& 125TH • Recreation NO. DESCRIPTION FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. CLIFFORD & EARLENE SHELEY 12655-ASW NORTH 4004 KRUSE WAY PL, SUITE #220 18390 SW SHAW Si T-1 TITLE SHEET DAKOTA ST. T'-'1-- LAKE OSWEGO, OR 97035 ALOHA, OR 97007 SW SGho11s Ferry Rd SW SCha.. MICHAEL BIRNDORF GN-1 GENERAL NOTES TIGARD,OR 97223 J.. fID RJ PH: (503) 421-2251 A-1 OVERALL SITE PLAN PROJECT: M sW SONOIIS Fe YX PROJECT ENGINEER: TOWER OWNER; A-2 COMPOUND LAYOUT PLANS AT&T TOWERS A-3 EQUIPMENT LAYOUT PLANS LTE 2C/3C f FDH 4004KRUSE WAYCPL, SUITE X220 16221 NE 72ND WAY A-4 ELEVATIONS ISSUED FOlt SITE E LOCATION LAKE OSWEGO, OR 97035 REDMOND, WA 98053 A-5 EQUIPMENT DETAILS FINAL SITE sw owly (01. I E LOCATION PAUL TIBBOT, P.E. RF-1 ANTENNA CONFIGURATIONS SUBMITTALS _.. � ti�•�e• i PH: (503) 636-2500 RF-2 RF DETAILS DATE BY ZONING CONSULTANT: A&E CONSULTANT: G—i GROUNDING PLAN A 11/26/15 PRELIM CDS DH n Z G-2 GROUNDING DETAILS vi sd o'rs Fe'9 sd FDH VELOCITEL INC. INTEGRATED DESIGN SERVICES GROUP 0 06/23/16 FINAL CDs JM s ,...7 004 KRUSE WAY PL, SUITE #220 16780 AGATE POINTE RD. NE, O-.; LAKE OSWECO, OR 97035 BAINBRIDGE ISLAND WA 98110 ,rbudts� o. Providence Medical I MICHAEL BIRNDORF JON BOIJTILJER ■croup-Scholia Medial nes PH: (503) 421-2251 Sesame Donuts- (602) 769-9068 Meadow Creek. Scholia refry .— CONSTRUCTION MANAGER: ■Kiss Ca,V,=:1, f FDH VELOCITEL, INC. i Meadow6 I 4004 KRUSE WAY PL, SUITE #220 cos 1). swAnrono, • � LAKE OSWEGO, OR 97035 E JAY TELFORD a PH: (503) 3".2-2149 stark • T E Peyer, ,r SwNaa � 1I 616 Henry's 1I CODE INFORMATION FA/ 0098104 A • Meadows Gro,m ZONING CLASSIFICATION: C—P DRAWN BY: DH r BUILDING CODE: OSSC 2014 BY: ## NTS ,0-4" NTS Int IyFunding Csouo CONSTRUCTION TYPE: TELECOMMUNICATIONS CURRENT ISSUE DATE: OCCUPANCY: UNOCCUPIED DRIVING DIRECTIONS JURISDICTION: CITY OF TIGARD — Z. �A 06/23/16 _i SITE LOCATION: (BASED ON NAD 83) f, FROM REDMOND OFFICE: APN R20332709 `• . :. TURN RIGHT ON NE 73rd WAY, GO 128 FT. TURN LEFT ON 163rd PL NE, GO 394 FT. TURN LEFT ON NE 74th ST, GO 338 FT. TURN RIGHT ON BEAR CREEK LATITUDE N 45' 26' 32.07" (45.442242) / j i 4' PKY, GO 472 FT. TURN LEFT ON LEARY WAY NE, GO 0.29 MI. TAKE RAMP ONTO WA-520 W TOWARD SEATTLE, GO 5 MI. TAKE THE RENTON EXIT ONTO 1-405 S. LONGINDE: W —122' 48' 16.2" (-122.804499) LEG ' 1 • L �1' I _l CO 15.12 MI. TAKE THE PORTLAND EXIT ONTO I-5 S. CO 160.06 MI. TAKE EXIT 302B/BEAVERTON (US-30 W)/ST. HELENS ONTO 1-405 S, GO 2.35 MI. TAKE TOP OF STRUCTURE AGL• 55'-0" AA„...i • .i,„y ,- . G " rX EXIT #1D/BEAVERTON ONTO US-26 W, GO 4.83 MI. TAKE EXIT#69A/BE4VERTON/TK;ARD ONTO OR-217 S, GO 4.59 MI. TAKE EXIT #4B/SCHOLLS FERRY RD, GO BASE OF STRUCTURE AMSL• ± 236.-0" PID TITLE R� ^ ", ,1, IS • •' 0.24IAT THE SITE ONTURN RIGHT NTHE LEFSW T RD (OR-210), GO 1.12 MI. TURN LEFT ON SW NORTH DAKOTA SI, GO 0.12 MI. PROJECT AREA: REVIEWED OR CODE COMP 86899 g•E ARRIVEAPPROXIMATE LEASE AREA 396 SQ. FT. f N GENERAL INFORMATION; Approved: 9 OREGON 1 1. PARKING REQUIREMENTS ARE UNCHANGED. OTC: APPROVAL/SIGN OFF OF DRAWINGS 2. TRAFFIC IS UNAFFECTED. j -/4„ Otte y 2, 3. NO SIGNAGE IS PROPOSED. Permit#: ' '-_y I —C-0 . o CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE PROJECT DESCRIPTION: ►� N E. MON CONSTRUCTION MANAGER COMPLIANCE AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO Address: l �r��'At I,,>f �;j _ TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 55FiXPIREES: 12/31/16 a LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER MONOPOLE AND AN EQUIPMENT PAD. Sl etc#: XPIRE CONT D N n.s SET CONSIRUCIION CUMDITS IS X11 a DO PROJECT MANAGER DEPLOYMENT MANAGER • REMOVE (1) LTE 700 ANTENNA PER SECTOR, (3) SECTORS TOTAL I Date: 7 • nwN ANY SE OR SITE ACQUISITION EQUIPMENT ENGINEER • COVE (2ANTENNA PIE MOUNTS To AT&T MOBRJ1Y IS STRICTLY 1. • NSTALL 2 NEW QUAD MOUNTS ON POLE FOR ANTENNAS k RRH UNITS • MIMED. V ZONING INTERCONNECT • NSTALL 1 NEW LTE 1900/700/WCS ANTENNA PER SECTOR, (3) SECTORS TOTAL • NSTALL 1 NEW LTE 1900 RRH UNIT PER SECTOR, (3) SECTORS TOTAL SNIT TIRE: E SITE ACQUISITION MANAGER OPERATIONS • NSTALL i NEW LTE WCS RRH UNIT PER SECTOR, (3) SECTORS TOTAL OFFICE ('�flp'V TITLE SHEET • NSTALL 1 NEW DC SURGE SUPPRESSOR AT TOWER LEVEL OFFICE lC COPY jj jj PERMITS RF ENGINEER • NSTALL 2 NEW DC POWER CABLES TO NEW DC SURGE SUPPRESSOR RF ENGINEER MANAGER • NSTALL NEW 2C/3C RADIO EQUIPMENT INSIDE EXISTING LTE CABINET IN EXISTING 8 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH AT&T PAD SHEET NUMBED gP REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED • REMOVE EXISTING GSM 1900 CABINET FROM SHELTER �- • INSTALL (3) NEW RECTIFIERS INSIDE EXISTING TE43 CABINET INSIDE SHELTER o C GETERAL NOTES (CONIIIEDI CONCRETE NOTES (CONTINUED) SAPEIY PROCEDIMIS 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 r a`&L ARCHITECT OF'ANY DISCREPANCIES PRIOR TO START OF WORK. (REDUNING)THE APPROVED CONSTRUCTION SET AND SUBIITIING THE REDUNED ACCORDANCE WITH AC1 315 AND 31& LAP ALL CONTINUOUS REINFORCEMENT OWNER REQUIREMENTS. at&t SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER BARS '6.. r.-""2,0-"4" :44` 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 MOBILITY THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICPATION IN BID WALK. WIRE FABRIC A MINIMUM OF 8'AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED M. SCOPE OF WORK SHALL INUDI TIDE�ALL MATERIALS, EQUIPMENT; ANTENNA LOADING AT&T MOBILITY CORP. 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-18S. 19801 SW 72ND AVE.,STE.200 DESCRIBED IN THE DRAWINGS MO 0/PIER'S PROJECT MANUAL COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF AU. TUALATIN,OR 97062 COORDINATION SOLUTION(S)TO NETWORK CARR REPRESENTATNL 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 BIOS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy-60,000 PSI. REQUIREMENTS. TRAIN AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB SITE TO FAMILIARIZE'THEMSELVES YAM ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SOIL VISIT THE CONSTRUCTION SITE WITH 23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUPHENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FELE BENT FDH VELOCITELL THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY TIE CONSULTANT. CONFIRM THAT THE PROJECT MIL BE ACCOMPLISHED AS SHOWN. PRIOR TO s PROCEEDING WITH CONSTRUCTION,ANY ERRORS. OMISSIONS, OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF SLAB. CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REIfORCING STEEL SHALL BE AS 6Na1N66 RLN®INNOVATION SOIL BE BROUGHT TO THE ATTENTION CF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: A�GL ABOVCONDITIONING KT INTERIOR E OVEGROUNDLEVEL LBS POUNDS AND IN ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY AR YPAIS*M 4004 KRUSE WAY PLACE / �MADE EFFORT INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES. EARTH FACE 3' BLDG BUILDING BLDG.4004,SUITE#220 4. AT&T,AND THIS ARCHITECTS9TH BLOCKING M LAKE OSWEGO,OR 97035 FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENT'S THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TES FOR ALL CABLE FORMED SURFACES EXPOSED(z #8 BARS) 2" C Q y am. 503-636-2500(MAIN) SCOPE OF WORK. CONTRACTORS BIDDING TIE JOB ARE TRAY TIE DOWNS AND ALL OTHER GENERAL TLE DOWNS (WHERE APPLICABLE). CONCRETE AFR MINIMUM 503-636-2501 (FAX) CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN TIE DRAWINGS AND OR PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (t #5 BARS) Ir SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING TIE RECOMMENDED MANUFACTURER SHALL BE PANDUIT CORP. METAL LOCKING TIES COW CONST CONSTRUCTION YSC 1I1 EIJANBDlNS 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) 3y' CONT CONTINUOUS NA NOT APPLICABLE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA. WA DD. DOUBLE NMC NOT N CONTRACT SITE ID: PR77 WRITING)AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR /1. BARS SHALL BE SUPPORTED ON CHARS OR DOBE BRICKS. I OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS N15 NOT 70 SCALE OF DISCREPANCIES CREPANCIES THE CONTRASHALL PRICE THE MORE COSTLY OR IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. DE DIAGONALDOM 00 ON TSICE T SCROLLS&125TH EMETER EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. 13. NON-SHRINE GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER D C DRAWINGPAL PLAIDPRRYWOCO OJECT 12655-A SW NORTH 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT TIE PROJECT DESCRIBED IN =Mgt AND SIAL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH TIE EA EACH PROJ PROP PROPERTY DAKOTA ST. THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED REOMMENDATIONS. GROUT STRENGTH SHALL BE ETJ:Y ELEVATION PT PRESSURE TREATED TIGARD,OR 97223 FOR ALL CONSTRUCTION MEANS. METHODS,TECIINQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER AT LEAST EQUAL TO THE MATERIA.ON WNCH IT IS PLACED (3.000 PSI PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE MINIMUM). f���=:n EQ EQUAL RM ROOM CONTRACT. EXTEXTERIORROUGH OPORTO LTE 2C/3C 14. ALL EXPANSION ANCHORS TD BE HITT BRAND. ADHERE ANCHORS REQUIRE 6. THE CONTRACTOR SHALL INSTALL ML EQUPMENT 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 ER ANAND LOCAL. FLUOR SIM SMEET IMILAR RAID FOR MANUFACTURER'S/VENDOR'S SPE ITCATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL, FIN.AND MULCH. JURISDICTIONIRISH. L FLOOR SPECISQUARE FINAL WHERE LOCAL CODES OR ORORONCES TAKE PRECEDENCE 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FOOT SS ST/MESS USTm 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAYSUBMITTALS IN STRICT ACCORDANCE WITH ALL APPLICABLE 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 GA GAUGESIR STEEL REV. ORE DESCRIPTION BY ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AVOID LOW SPOTS AND STANDING WIDER. THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. GC V GALVANIZED STRUCT STRUCTURAL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFLM.ORDERS OF ANY PUBLICGC GENERAL CONTRACTOR SID 0A 11/26/15 PRELIM CDS DH AUTHORITY, MUNICIPAL AND UTIIIY COMPANY SPECFX',ATIONS,AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD °RED GROUND SIM5P THROUGH 0 06/23/16 FINAL CDs JM STATE JURISDICTIONAL CODES BEARING ON TIE PERFORMANCE OF THE WORK. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS,AND THREADED GYP GYPSUM BOARD TIC 1llE D 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE EXPANSION ANCHORS) SHALL BE BASED ON TIE AJ.S.C. "SPE ICATION FOR IP HSA TND TIED 8. CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 FLOES NN THE CENTER OF THE BED THE DESIGN, FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR HAIR HOUR 71, TYROL CONSTRUCTION DOCUMENTS UPDATED WITH TIE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. BUILDINGS'LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH NT HEIGHT W/ WITH Y OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT: 2003 MC CHAPTER 22, BY A QUALFIED TESTING AGENCY DESIGNATED BY THE D INCHINCDIAMEIFR W/ valour 6. NOTIFY AT&T MIO THE ARCHITECT F MODIFICATIONS TO THE SHOWN GRADING CONSULTANT. THE CONSULTANT SHALL BE FIXIHMSIED MITH A COPY OF ALL N FO W/O W 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. NFD INFORMATION ON WP WATER PROOF NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTEDOTINSIJL INSULATION 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: ENGINEERED ALL(COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE LES a OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT TYPE OF EMBER SUBJECT PARCEL 10. SEAL ALL PENETRATIONS TROUGH FIRE-RATED AREAS WITH U.L LISTED OR FIRE F ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 Fi# 10098104 MARSHALL APPROVED MATERIALS F APPUCAEE TO THIS FACILITY AND OR A. SHAPES, PLATES.ANGLES, & RODS ASTM A36, 36 KSI BM M A -M SECTION LINES PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4' MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PATES ASTM A572, Fy 50 KSI - - PROPERTY LIES DRAWN BY: DH g II 8' (MAXIMUM) LOOSE LETS AND COMPACTED 10 98%ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI - - (11ECIIEo BI' if 11. CONTRACTOR TO PROVIDE A PORTABLE ARE EXTINGUISHER WITH A RATING OF AASHTO T-180. 0. STRUCTURAL TUBING ASTM A500, Fy 46KSI RIGHT-OF-WAY ONES Y NOT LESS THAN 2-A OR 2-A1CBC WTI NI 75 FEET TRAVEL DISTANCE TO ALL ANCHOR ASTM A307 •---.015--:PROPOSED CONTOUR- MAJOR cunning ISSUE DAVE s PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE OSSC SECTION F CONNECTION BOLTS *51I A325 TWIST-OFF 0- - - - -0 PROPOSED CONTOUR- MINOR A 06/23/16 f 1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL 12. CONTRACTOR SEAL MAKE NECESSARY PROVISIONS 10 PROTECT EXISTING JURISDICTION. 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL 005 EXISTING CONTOUR - MAJOR IMPROVEMENTS, EASDJOfiS, PONTIC, CURBING, EIC DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED. -EXSTING CONTOUR - MI UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT ,SAfiCJAL INSPECTIONS -.-COAXIAL CABLE RINKr, MAY HAVE OCCURRED DUE 10 CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH ALS.C.AND AWS STANDARDS -p-FIBER OPTIC CABLE RUN '�1.11114F- 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI MS D1.1 CERTFED WELDERS USING E70 -.--A-ELECTRICAL CABLE RUNA1y,! .:2, b, 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR,APPROVED BY AT&T AND THE LOCAL JURISDICTION. XX ELECTRODES. ONLY PRE-QUAL%ED WELDS (AS DEFIED BY AWS) SHALL BE �G T ! ; • �' DURING CONSTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS,AND RUBBISH. USED. WELDING OF GRADE 80 REINFORCING BARS ((F�REQUIRED) SHALL BE --*-TELECOM UNDER/OVER TEM CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF TIE REPORT TO THE PERFORMED USING LDW HYDROGEN ELECTRODES. WELDING OF GRACE 40 -°-"-'-FENCE - SEDIMENT 86899'E L PROPERTY OR PREMISES. SIZE SHALL.BE LEFT IN CLEAN CONDITION AND FREE OWNER.ARCHITECT, STRUCTURAL ENGINEER. CONTRACTOR,AND BUILDING REINFORCING BARS (F REQUIRED SHALL BE PERFORMED USING E70 XX -z-�'-'-r-•-'--.--r /W 13 FROM PANT SPOTS, DUST, OR SMIIOGES OF ANY NATURE. OFFICIAL. ELECTRODES. WELDING WITHIN 4� OF COLD BENDS IN REINFORCING STEEL IS FENCE - CITANNLINNC, BARB 14. THE CONTRACTOR SHALL BEGONE WRITTENAUTIORIIATION TO PROCEED WITHNOT PERMITTED. SEE REINFORCES NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 3 CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED I ORE C•N ' BY THE CONSTRUCTION ORAIANGS/CONTRACT DOCIMENTS. 1. ALL CONCRETE CONSTRUCTION SWYL B?II ACCORDANCE WITH ACI-318. 6. COLD-FORMED STEO. F AMIN NNG MEMBERS SIAL BE OF THE SHAPE, SIZE,AND GAGE SHOWN THE PLANS. PROVIDE MINIM SECTION PROPERTES �r C I 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SOW.BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN INDICATED. ALL COLD-FORMIED STEEL FRAMES SHALL TO TIE MISS 9‘„Iy A TO AVOID DIS URB IG NORMAL BUSIESS. ACCORDANCE WITH CHAPTER 19 OF E DEC. CEMENT SHALL BE ASTM C150, 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL N E MON TI 16. THE CONTRACTOR SHALL PROVIDE MIT. PROPER INSURANCE CERTIFICATES PORTLAND CEMENT TYPE I UJN 0. MOMgpS a NAMING AT&T. AS ADDITIONAL RIMED,MD AT&T. PROOF OF LICENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 7. BOLTED CONNECTIONS SHALL USE ANG TYPE ASTM A325 BOLTS ((3/4' CO.) S').PIrc!S. 12/31/16 PE AND PD INSURANCE METHODS AND PROCEDURES OF CONCRETE KACOEDIL AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTERWISE. T1s NRCWWpCOMM CO N MS 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACE EXPOSED TO MEATIER SHALL BE Alt-ENTRAINED 8. NON-STRUCTURAL,CONNECTIONS FOR STEEL GRATING MAY USE S/8' DIA. ASTM D 81DOCU1 - DISCLOSURE OMER WI AT MI I ^� • PROPRIETARY BY NATURE.ANT'IRE OR PECTION& WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE 7NELMS 10 Alif MOONY R STRICTLY ' C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE a 18. VERIFY AND CONFIRM ML DILE N510N5 AND CONDITIONS. NOTIFY AT&T AND MOIST SHALL BE AIR ENTRAINED N ACCORDANCE WITH MI 318, SECTION 4.4.1. 9. (UNLESS NOTED CAUTIONI CALL BEFORE YOU DIG BINRED UTBJIES EXIST N THE AREA AND OTHERWISE). PREPARATION MD N PAINTING SI( IT BE IN ACCORDANCEANAUR MATH THE SP ISTRU TION AND IN ACCORDANCE WITH THE PAINT ' €. LiiT UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT TIE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM 7O ASIMM A615 suPPIJaENT MANUFACTURERS MITTEN INSTRUCTIONS Know what's below. UTNJIY LOCATE SERVICE A MINIMA OF 48 HOURS PRIOR TO CONSTRUCTION. S1), GRADE 60, fy-6O,000 PSI. INCEPTIONS: ANY�CI SPECIFICALLY SO a CALL 811 TO CONTACT REGIONAL UTU1Y LOCATE SERVICE. NOTED ON THE DRAWINGS SHALL BE GRADE 40,fy-40,000 PSL GRADE 60 10. ALL WELDS TO BE 1/4'FILLET UNLESS NOTED OTHERWISE Callbefore o REINFORCING BARS NOICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO you dig. GENERAL NOTES 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM WE A61 S1) MAY BE DED 11. TOUCH UP ALL FIELD DRUM, WELDING AND CUT SURFACES KITH 2 COATS OF 8 SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY F MATERIAL PROPERTY REPORTS INDICATES MAH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL : EI; ,:R; 7.; A1 s PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMRTED. STRUCTURAL, C AND OTES SHALL DM PRECEDENCE OYER ALL DRQ AND MOTES, 111WIM 0 , I - = at&t MOBILITY max . AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 (E) PROPERTY LINE (TYP.) FDH VELOCITEL) e PROPERTY LINE L206.17' ENGINCERlND INNDVATION N89' 5 4' 18" E — —I 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) x-(E) SITE ACCESS 503-636-2501(FAX) SITE ID: PR77 0 SCHOLLS&125TH (E) ASPHALT SW NORTH PARKING LOT +3 12655-ADAKOTA ST. 17 '71 a (E) TIGARD,OR 97223 'v APN: R2032709 o BUILDING zlo ZONE: C P WIZ (E) LTE 2C/3C wlb �I BUILDING ISSIRD FDI! o Z a FINAL ce a SMBMTTALS AT&T SITE EQUIPMENT PAD REV. DALE DESCRIPTOR BY P , W°SHEETSE " LTE 2C A 11/26/15 PRELIN cos OH I BUILDING - _-- .: 0 06/23/16 FINAL COs JM 4 4 FOR DETAN.S irr13 AT&T SITE WITH 56'* STEEL MONOPOLE. tn I uuI SEE SHEET A-3 0 am. ._ Q c i i a 10098104 1,11 PROP KY LIN t�QS.•2' ,,,,O /f/ 1��� . �.��f ; DRAWN BY OH x— t--i N89E. I1;` x x x x CHECKED BY: // _ 199'_10' (E) WOOD FENCE CURRENT 6SUE DAZE: ci„i,, "i$iZ' r,--lY".:,ONt VV4\-s:- :;j706/23/16 N ►iR` .,, r .,1,t._ (E) TREE (TYP.) ,.. X• ' . • Ni I,- 86899'Et (E) CONCRETE CURB (TYP.) , ii (E) (--- BUILDING 1 OREciN / LDING /�" (E) APARTMENT / 2 COMPLEX zqN E. MONS-t 9 `i) EXPIRES:12/31/16 * m IMMAgaN COMM N 1N8 _ SU OF CONSTRUMON 0000 1114 8 FROI+gEDR V IN NOM ANY USE OR DISCLOSURE OVER UM TIM NON .4-�'1_ i �OarNoanYISUMW a I %,..,j LEM SHED 1BIL' E. -- SUBJECT PARCEL ——=_—sEcnON uNEs OVERALL SITE PLAN — — — —PROPERTY ONES 8 - - RIGHT-OF-WAY LINES g 221434'SOLE 120 -.,-.1 .._.�. ++'�+r sdre 1:40OVERALL SITE PLAN I j A� 1 ��r��� - _� �_ fi, at&t .►l.;ir. MOBILITY AT&T MOBILITY CORP. =I `��r� 19801 SW 72ND AVE.,STE.200 �,4, TUALATIN,OR 97082 'r!►'y1M EXISTING LANDSCAPING _ --7 r`�� (TYP.) 1 _ 9'-10' �' FDH VELOCITEL I EXISTING BOLLARD (E) CONCRETE SLAB = \`!�( /• (n.P) ,t ,1 ENHINEERINO INNOVATION _ =-a141,7444111� !_: EXISTING AT&T i4004 KRUSE WAY PLACE EQUIPMENT PAD / /'' �\ EXISTING RETAINING WALL ,/��fj��\: (TYP) BLDG.4004,SUITE#220 (SEE SHEET A-3 FOR / \ LAKE OSWEGO,OR 97035 1 DETAILS) \ _ \,1Ifir�I 503-636-2500(MAIN) I /2 ` 503-636-2501(FAX) ii- ---"r _' `lFI ,�/4 , EXISTING ICE BRIDGE (TYP.) SITE ID: PR77 r , �, �`1' j, SCHOLLS&125TH rel, 12655-A SW NORTH DAKOTA ST. =1 1; ...-ipi\\ TIGARD,OR 97223 11/6111 f+..'T'y \ �i44si = ��vif LTE 2C/3C �� -r EXISTING AT&T GPS ANTENNA BMW PDR at.ap EXISTING CAM \ / As FINAL LOCK GEN — SUBMITTALS 12 PLUG 11�r�/ REV. DqE DESCRIPTION BY � — � ► " 4Ti= A 11/26/15 PREUM CDS DH aii6` 0 06/23/16 FINAL CDs JM EXISTING -- j1y w- A/C UNIT ` / WITHIN EXISTING �`{�rl�r CABINET — \ a -..7e ii , EXISTING 55 FT I ��'01/4117"-- i ` FAQ 10098104 , o STEEL MONOPOLE —I „.:;,70•0CHECKED BY: H \s H CURRENT ISSUE DATE Y — -n� : `1r��� 06/3/16 111 i ,,, ‘..‘Gi i , . 4., „i, � I 1 —I ifi' EXISTING TELCO —I PEDESTAL I E�i� NV 12 • 11111Nti‘ 4) Ei EXISTING VERIZON TELCO H-FRAME -'����'"��- •illillo � 86899`E 7', v EXISTING CHAINLINK FENCE �)-- , OREeeN ID0 "IN E. MONS EE 1 I �' TNC�:100 FIJI N T/S (� \, BET Of CONSIRUMION DOIS PROPRIETARY In NATURE.ANANYY USE OR DISCLOSURE OMR MI TWIT Mal PROmRlD , RGAIES 1O ATA?NOWT'IS STEM SHEET 1101: id ��� �� COMPOUND �� x x •`,�� �� • /, x x x x x x x x x_ x x x x x x _ x_ X x x x x x x x x x idi J x **!' LAYOUT PLANS g SHEET MAMEp ++ �'-+fir EXISTING COMPOUND LAYOUT 1 A-2 0 . . — l — V v v jr ��, / (E) PDU CABINET JU (E) PDU CABINET t + at&'t ,, MOBILITY \ (E) GSM CAINET (E) GSM CAINET Cl I. — Cl-1-= 19801LATIIN,OR 97082 200 (E) UMTS CABINET +4++•+ a +++ + ++ `++`+++++++ Oa + (E) UMTS CABINET + ♦+�++++�++ +II+++��++ FDH VELOCITEL 0 o a o • /' . £NOINITERINO INNOVATION • x ,k • • k 4004 KRUSE WAY PLACE / — X ° (E) POWER CABINET ° BLDG.4004,SUITE#220 ° / I (E) POWER CABINET 97035 (E) GSM CABINET I C) (E) GSM CABINET L , \ LAKE OSWE 500(M IN) 503-63&2500(MAIN) I 503-636-2501(FAX) s I I. i SITE ID: PR77 ,�...AIM;11 + / — VA VA.. / �r �:��::� SCROLLS$125TH (E) GSM CABINET \ .�.�.�V9.� (E) NORTEL +++,i'+ (E) NORTEL �1�.�.�.��. CABINET (E) GSM CABINET ++'+" -����-.�AFAV \ +'+'i„ CABINET 12655-ASW NORTH #.�.�.�.VA V \ +� DAKOTA ST. W VIV,�V \ ++++ A+ TICiARD,OR 97223 +.+.e. +�+i+ / _ \ r� O. I..,:il,nflIMMIIIIMIIMMIIIIIIIMMIll ��:.�.-� LTE 2C/3C (E) GSM CABINET issue Fut \ tJ '��� NORTEL +++� (E) NORTEL TO BE REMOVED N CABINET FINAL SUBMITTALS \ RMV. DATE CCSCRIPTION BY (E) GPS ANTENNA (E) GPS ANTENNA A 11/26/15 PRELIM CDS DH 0 08/23/18 FINAL CDs JM RTEL (E) CAM LOCK GEN---�_ (E) NORTEL CA NET PLUG CABINET (E) CAM LOCK GEN ___ (E) ICE BRIDGE PLUG CABINET a (TMP) - (E) ICE BRIDGE {TYP.) 0 U 10098104 DRANK BY: DH . CHEMED m // (E) HOFFMAN BOX (E) HOFFMAN BOX CUR ISSUE DALE: O j M (E) A/C UNIT WITHIN (E) A/C UNIT WITHIN 06/23/16 1 (E) CABINET #19707 (E) CABINET #19707 f. EXISTING (1) FIBER EXISTING (1) FIBER l /(- \ CABLE TO EXISTING / _ _ \ CABLE & (2) DC �� .ot -\ /DC SURGE POWER CABLES TO N ( As PTPROTECTOR DC PROTECTODC R D SURGE G I j , i r FO E FO E FO POWER CABLE TO 1 L---FO E FO FO EXISTING DC SURGE E �atzseEW OC POWER 86899'E TO NEW DC \ //F o PROTECTOR U ^ SURGE PROTECTOR _1 \ / w (cEA)elARus TE43 , ORE� N o 2i + i (E) 55' STEEL w CA ARCUS TE43 L. '94 �•� g MONOPOLE CABINET (E) 55' STEEL .w MONOPOLE I_... ..w qH E. MON (E) LTE CABINET INSTALL OUTDOOR DC12 SURGE (E) LTE CABINET OS 9412 BACKPACK PROTECTOR dt (12) DC CABLES o. FROM DC12 TO DC OONVOt1ER ,._° 9412 BACKPACK LxrlrcL.a:11/31/16 Lo IN TE43 (OC6-RM MI TE43 IC wranA►lwn CONT* D 14 1I SIT CONSTRUCTOR DOMAIDI S IS o CANNOT BE UPGRADED) PROI DIRY BY NA/UI1L ANY USE OR > w w o t RIMS TO Mr M JVY STRICTLY M L,., ►� MALL NEW LIE - ��•I 5 -, 1 2C EQUIPMENT - SW ICM DOSING E A ti4-t�� L, INSIDE E cA —E '7'f ,; EQUIPMENT LAYOUT �� T!w1' PLANS imill 1 1o 22%.34.SCALE: 1•.1.5 EXISTING EQUIPMENT2211.1::sccAlM 1• 15• ► I 111,17'SCAB: 1•.3• 0• 1s• �• LAYOUT 2 scAla 7's o• zls• a• PROPOSED EQUIPMENT LAYOUT I 1 A- 0 c. rte,, at&t ':il ' MOBIUTY -4 ttligiairo.-,IV AT&T MOBIUTY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 FDH VELOCITELJ EXISTING DC SURGE ENBINQQRINO INNOVATION PROTECTOR, RELOCATED TO NEW 4-SECTOR 4004 KRUSE WAY PLACE EXISTING RRH LTE 700 EXISTING RRH LTE 700 COLLAR MOUNTS BLDG.4004,SUITE#220 (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL NEWAVE PART#MF1060-4 LAKE OSWEGO,OR 97035 TO BE RELOCATED ON (N) BACK TO BACK MOUNT TO NEW PIPE MOUNT ON 12` STAND-OFF EXISTING DC SURGE PROTECTOR + E�03 636 2500(MAIN) TO RELOCATED. 503-636-2501(FAX) EXISTING LTE 700 REMOVE CHNN MOUNT e. PANEL ANTENNA _ NEW LTE 1900/700/WCS (1) PER SECTOR, (3) TOTAL 1 '` PANEL ANTENNA TO REMOVED I (1) ON NEW QUAD)MouM SITE ID: PR77 i ,� , - SCHOLLS&125TH _ 12655-A SW NORTH 1 EXISTING TMA ' 'r DAKOTA ST. (2) PER SECTOR, (6) TOTAL I Ir! 1 EXISTING TMA TIGARD,OR 97223 I NEW RRH LIE 1900/WCS (2) PER SECTOR, (6) TOTAL Ir TO REMAIN (1) PER SECTOR. (3) TOTAL j ! 1.'• f. .T.;_" 1 1 ON BACK TO BACK MOUNT I I 11 A LTE 2C/3C I f �` ISSUED AM FO J. �� I FINAL PROPOSED (21��4-SECTOR L SUBMITTALS GPS ANTENNA EXISTING GSM 1900/850 COLLAR MOUNTS NEWAVE PART/MF1060-4 EXISTING GSM 1900/850PEY. OPE OSCRIPTION BY UMTS 1900/850 UMTS 1900/850 A 11/26/15 PRLLU 005 DH re PANEL ANTENNA PANEL ANTENNA (1) PER SECTOR, (3) TOTAL TO BE RELOCATED TO NEW MOUNT (1) PER SECTOR, (3) TOTAL ON NEW QUAD MOUNT 0 06/23/18 FOOL cos JM ,IP EXISTING GPS ANTENNA rm rm EXISTING 55'-0" STEEL MONOPOLE 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY 6- EXISTING 55'-0" STEEL MONOPOLE (2) NEW POWER CABLES TO OTTERS TOWER OWNER RESPONSIBLE FOR i NEW DC SURGE PROTECTOR REVIEW Cr PROPOSED ANTENNAS. 1;; r-. § L 2. POO ANTENNAS TO MATCH I EXISTING (1) FIBER CABLE �a EXISTING (1) FIBER CABLE 3. �CONSTR VER1YN MANAGERANDWITH 9. 99 TO EXISTING DC SURGE PROTECTORIn 2 TO EXISTING DC SURGE PROTECTORt-, /� RF � PRIOR 8 �a IRIj 1009810► EXISTING (2) 48V POWER CABLES re EXISTING (2) 48V POWER CABLES n C�) ORMIN Mt DH ti CHEMED BY: ## TO EXISTING DC SURGE TO EXISTING DC SURGE `i PROTECTOR 1 PROTECTOR 1 WNW ISSUE Lam: v EXISTING `®I dla b Ter 4 06/23/16 ,' i/�/nJJ EXISTING v BUILDING I `BUILDING 1 ; NONtii reg -AT&T EQUIPMENT NON ATT L90UIPMEM O l .'1 J NOT SHOWN FOR CLARITY II NOT SHOWN FOR CLARITY] �G I 111,171! j ;X a EXISTING GPS EXISTING GPS 11 3 1� 'yam ANTENNA ANTENNA �� �8�'E EXISTING EXISTING AT&T EQUIPMENT EXISTING EXISTING AT&T EQUIPMENT N CE BRIDGE ON CONCRETE PAD ICE BRIDGE ON CONCRETE PAD 11 EXISTING WOOD FENCE M N L EXISTING WOOD FENCE ORE G'(•N , . .// \ / 6 d I —'.I d d l` _-� 9N E. MOt*:1 I I-- 11 l ` ~ ::1,/IRES:°(412/31/16 — 11L 11110111810301111011181030OO mo Nos -T-- - —r v Y — au OODtM6QS IS PROP &INT s I! IN OUGAN115E OR DISCLOSURE OM DWI> T MIPS m PAT 11011 IY IS MOLY I IBPNOIL . lT Ati, (REF)INF GRADEO (ASSUMED) w — — '� --- Ill] __ ' ( ) L 1 , 91@T ILL , ELEVATIONS FOR GROUND EQUIPMENT. SEE A-1 S i, 22'Ic74'SCALE 1 1/2'. 1/2' F:::,•.!.'./;�i. :� ;;-'.�i`r s SWIL. :;(2. PROPOSED SOUTH ELEVATION I j A 4 „•,,,,,.... , 1/2•_ 1 EXISTING SOUTH ELEVATION 2 0 PROPOSED COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RAD CENTER POS�TOF VENDOR MODEL ET L. M. RET TMA RRH NUMBER OF COAX 0 LT, DIPLEXED i T * LTE 1900/700/WCS 60' 54'0" 5 KMW EPBO 652LBHB 5/8'/5' 0' YES NONE 3 0 FIBER 90' NO 1. TOWER/ANTENNA DESIGN AND ANAI'YSIS BY tt'1'A"` v,t G f�,} OTHERS. TOWER OWNER RESPONSIBLE FOR ``a" UMTSGSM 1900%850 2M _�__. 60' .,._450 _ 6 ANDREW ()BAH-6565A 6/3' 0' YES (2) ANDREW MHA 0 4 7/8" 90' YES (2) REVIEW OF PROPOSED ANTENNAS. A , MOBILITY 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING "" — (WHEN APPLICABLE)( AT&T MOBILITY CORP. 3. CONTRACTOR TO VERIFY RF DATA WITH POS.OF ELEC. MECH. NUMBER OF COAX VELOCfTEL CONSTRUCTION MANAGER AND/ORRF 18801 SW 72ND AVE„STE.200 • SECTOR B AZIMUTH RAD CENTER AttT VENDOR MODEL 11LT TILT RET TMA RRH COAX CDA%4 LENGTH DIPLEXED ENGINEER PRIOR TO CO TUALATIN,OR 97062 LTE 1900/700/WCS 150' 54'0" 5 KMW EPBO-652L8H8 1'/2'/1' 0' YES NONE 3 0 FIBER 90' NO UMTGSA 850 50 150' 45'0' 6 ANDREW OBXLH-6565A 4'/0'/2' 0' YES (2)ANDREW MHA 0 4 7/8" 90' YES (2) S .__ _.. FDH VELOCITEL� POS.OF ELEC. MECH. NUMBER OF COAX ENOIN6[RINO INNOVATION SECTOR C AZIMUTH RAD CENTER ANT VENDOR MODEL TILT TILT RET TMA RRH COAX COAX 0 LENGTH DIPLEXED LTE 1900/700/WCS 240' 54'0" 5 KMW EPBO-652L8H8 177/1' 0YES NONE 3 0 FIBER 90' NO 4004 KRUSE WAY PLACE 850 BLDG.4004,SUITE#220 UMTS S1900/850 240' 45'0" 6 ANDREW OB%LR2M565A 0'/274* 0' 7 YES (2)ANDREW MHA 0 4 7/8 90' YES(2) LAKE OSWEGO,OR 97035 503-836.2500(MAIN) 503-838.2501 (FAX) NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY SITE ID: PR77 * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. SECTOR EXISTING 700 RRH SECTOR SCHOLLS&125TH (1) EACH PER SECTOR, ALPHA 12855-A SW NORTH ALPHA EXISTING DC SURGE (3) TOTAL STACKEDDAKOTA ST. PROTECTOR (SQUID) ON BACK TO BACK NEW 'O TIGARD,OR 97223 MOUNT P ��o. Le 1 PP \sc� ��Atik4 •P`4 IV LTE 2C/3C EXISTING 700 RRH Sf (1) EACH PER SECTOR, SP��EN�P6 NEW 1900 RRH T. . � (3) TOTAL STACKED— (3) (1) EACH PER SECTOR 4k,..:. , DIED FDk�, 1., (3) TOTALFINAL TO BE RELOCATED f :��♦rr��" ON NEW BACK TO BACK SUBMITTALS `', I? �� NEW SITE PRO QUAD. MOUNT NEW LTE ANTENNA, REV. DATE DESCRIP ION BY 1.1� - y ►�� EXISTING LTE ANTENNA, (1) PER SECTOR, (3) TOTAL A 11/28/15 PREUM C05 DH ♦" / 4► UNIVERSAL RING MOUNT 000 ; (1) PER SECTOR, (3) TOTAL 0 06/23/18 FINAL CDs JM PART UQB4 *G \...\)-c� TO BE REMOVED tay- (OR APPROVED EQUAL) SSG' 70 y TA EXISTING DC SURGE t�, c��� �`� �, TO 8E PROTECTOR RELOCATED) SCP, ►+' •• SECTOR -7 t� •, ,,/. tilIlwr GAMMA RAD CENTER �so.`�o StG C- i� 1 52' o NEW RAD g CENTER `• cy SECTOR ` '. SECTOR 10098104 BETA SECTOR GAMMA SECTOR BY: DH Y, DRAWN SECTOR yp ALPHA Nell DC SURGE 'f EXISTING 700 RRH ALPHA CURRENT B)SI1e DA1E1 ' 19�r8 PROTECTOR (SQUID) (3) TOTAL STACKED(1) EACH PER TOR, 06/23/16 t' M BETA t G"P 9p0 • PO�� ,• c' EXISTING TMA, 5��`',NP 6p i. 4G. �4I ,l�D/.a - x (2) PER SECTOR, (6) TOTAL iik J N�F-a NM WCS RRH f • TO REMApI :M' P (1) EACH PER NEW BAL�C SECTOR (3)NW�f '� +� C GI �i ' a, ,.10 /ST TO 63 y if it 86899E < EXISTING TMA, 2 4p0h� p * ��` EXISTING GSM/UMTS ANTENNA, (2) PER SECTOR, (6) TOTAL EXISTING GSM/UMTS ANTENNA, ` (1) PER SECTOR, (3) TOTAL TO,9 $� RE1R RT S (1) PER SECTOR, (3) TOTAL ORE •N ce. o SFp, U 2Np c o 03 �4q N��l � vi,s� .O* , N E. MO so- SECTOR RAD CENTER 9�0o cT� ti �`� `�` MEXPIRyEES:ll SSI COMM IN GAMMA 45' s 0. �9so �`°oo ` RAD CENTER v' SnROPNIETARI BYR Of�COQUINAS USE OR I I- SECTOR NEw STYE PRO QUAD 4s' y �' e�»Y cy so E►) GAMMA UNIVERSALART#M 'U084 , 4 iklROOM ,.4t;: 1 (OR APPROVED EQUAL) `PS ,\ s11Rar TML SECTOR �,t- SECTOR S' CONFIGURATIONS a BETA BETA 1:»c!�:.�.AA l 11%137' HIS EXISTING ANTENNA CONFIGURATION) 2 1111-xor SCAM,WS PROPOSED ANTENNA CONFIGURATION I 1 RF-1 0 MUFACTURER:ANDREWS MANUFACTURERKIMKr AN _ PART# QBXLH-8565A PART : EPB2-652L8H8 : EL:MODVENDORM301NEWAVE6-12U #, -+' at &t LENGTH: 51" LENGTH: 99.6' ' WIDTH: 10.5" WIDTH: 12.6• - — ------___._._. y+� , } MOBILITY DEPTH: 5.2" DEPTH: 6.3' r { WEIGHT: 35 lbs. WEIGHT: 62.4 be *STALL UPNERSS RS O AND . Elm MOUNTING PIPE SURGE SUPPRESSORS ON BACK IS M (LENGTH TO SUIT) ' TO BACK MOUNT$ ON PIPE AT&T MOBILITY CORP. PIPE LENGTH TO BE DETERMINED 19801 3W 72ND AVE9.7117. ,ITE.200 11111 IN FIELD TO ACCOMMODATE TUALAT ND,OR 97082 REWIRED EQUIPMENT. � 1900 RRH STAND-OFF TO CONNECT TO 11 _1_MI QUAD MOUNT AT 54' RAD & FDH VELOCITEL) T ER B i RE IIIII WCS RRH 111 45' RAD CENTERS. _.._ ENDINCURIND INNDVATIDN RF CONNECTORS. TYP RF CONNECTORS' TYP - 4004 KRUSE WAY PLACE SAI 11900 RRH BLDG.4004,SUITE#220 700 RRH LAKE OSWEGO,OR 97035 503-636.2500(MAIN) MOUNTING PIPE 503-638.2501(FAX) 0 o m o % .o; o; -_+ (LENGTH TO SUIT) to • ° STAND-OFF I. RRH MOUNTING SITE ID: PR77 - �I_ 12.6" CONNECT To ihi\--.2—=',......,..j..e BRACKET(TWF.) SCHOLLS&125TH QINAD MWNT AT . ��SCALE: NTS LTE ANTENNA DETAIL 9 NEW LTE ANTENNA $ s4' RAD CENTER12855•A SW NORTH 12"STANDOFF RAYCAP "SQUID" DAKOTA ST. ''r---^ DC6 SURGE TIGARD,OR 97223 NEWAVE HEAVY DUTY UNIVERSAL RING MOUNTS - 11" DIA. RAYCAP DC SURGE PROTECTOR (TYP.) PROTECT: PROTECTOR. "SQUID" LTE 2C/3C PART# DESCRIPTION WEIGHT , 700 RRH 12" STAND OFF mr1� 10"TO 60' DIAMETER. HEAVY DUTY 289.8 Ns mr r 7i_:. 4-SECTOR UNIVERSAL RING MOUNT Nim 1/2"0 U-BOLTNE FINAL mu Es 1900 RRN MR TUBE STEEL --mSUBIAITTALS GTH TO MOUNTING PIPE MI MIIIIIMINIIIIIMI M1111111111111111111111M 61I (� SUIT) Kt TR ONION eY mommom Em�M mum ` A 11/26/75 PRELIM COS DH NM-� ^ 0 06/23/18 FINAL CDs JM er ��i 700 RRH .2/ No. a f - IM. *a)1 1-1 WCS RRHitt......„.... STAND-OFF .� � QUAD MOUNT AT 61r. MOUNTING BRACKET �1 RAD CENTER__'.2, J J ,� ��X B, M, ARER ,2-�, F\4..; 111111111111 I 41111P41111111211/ V-6 - _ 10096104 MANUFACTURER: RAYCAP DRAWN�"• OH ER TO RF SYSTEM SCHEDULE _ MODEL: 006-46-60-18- OMER BY: H i•MOUNT• WEIGHT: 32.6 LBS WCS RRH 1 FORR SPECS AND QUANTITIES ..i (� 06/23/16 MI wiz:NIs 4-SECTOR, 10"-60"COLLAR MOUNT 17 SPJIIE: NTS FIBER&DC SURGE PROTECTOR 6 12"ANTENNA STAND OFF DETAIL I , lip, 'IIIIIIII:R1I11III' MANUFACTURER: ALCATEL-LUCENT MANUFACTURE ALCATEL-LUCENT • J 4 !.... I MODEL: RRH4X25-WCS I , r '� MODEL• 825 RRH4x3O-4Rfr ad HEIGHT: 31.5" ,. HEIGHT: 21.4' AGI • rg ii1C�iii�iir iim l� , WIDTH: 12" �i1UniH�Ifrili l , WIDTH: 12.0' /A. DEPTH: 8.7" DEPTH: 7.20" ► 86899'E 12• wENGHT: 70 LBS 120' WEIGHT: 23Ibs I?P 1TlE' 1 OREe•N / s FRONT SOLAR FRONT SOLAR 3 SHIELD• / /// SHIELD P 2/ 1 , q("1N E. MDN4-1 txviKts:12/31/16 1; t-, x Rorie suis 'q ( � ('/14, � D a RIOPREORY et Rlww11MT MY waM \ /Q\ \ d \ ARt<T IN�NY O SINI�Y L J T,' J J \ ,`,`,1"-a?'- MOUNTING 1I�Ir111�1? aR NRMN11M1/Vn.I1R11. RRH " BRACKETS RRH \ BRACKETSaesT 1N1C a 1� 'T� vN >� N RF DETAILS B ER= 132-122( nate ISQ-MIL €°, rA=—,ice A 3 :MS 14 SCALE : NTS WCS RRH UNIT WITH SOLAR SHIELD 13 1900 RRH UNIT WITH SOLAR SHIELD 12 NOT USED I 1 R F-2 0 SYMBOL DESCRIPTION 0 COPPER GROUND ROD1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW `` + at&t SECTOR ® TEST WELL GRADE, WHICHEVER IS GREATER CONFIRM FROST DEPTH WITH JURISDICTION. %� MOBIUTY SiCAOWELD CONNECTION 2. ALL DETAI.S ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND ALPHA CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBIUTY CORP. • 9 //w/// GROUND BAR 18801 SW 72ND AVE.,STE.200 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALUC TUALATIN,OR 97062 ' �s ° ���\ ii MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED ow. \� •P\CC' 03 BUS BARS. FOLLOW ANTENNA MID BTS MANUFACTURERS PRACTICES FOR ir to GROUNDING REQUVIEMONTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT �P J FIELA VERIFY &TIE INTO �\\‘ - \/�//s EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFRS PRACTICES. FDH VELOCITEL) % Ai:*, 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE tN61Ntt RiNa INNOVATION " \ �'1, ABOVE COPPER /THWN . ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE 4004 KRUSE WAY PLACE 5. CONTRACTOR TOVERIFY AND TEST GROUND TO SOURCE GROUNDING AND BLDG.4004,SUITE#220 LAKE.....40it OSWEGO,OR 97035 NEW LTE ANTENNA, OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. _ ( s \ (t) PER SECTOR, (3) TOTAL 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-836-2501 FAX) AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. .000.„,e, 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING 1P H� P'`.. SYSTEM.AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBNJIY SITE ID: PR77 •C.\,�Np'L REPRESENTATIVE. PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO ,, DOCUMENT ALL CADWELDS AND GROUND RING SCHOLLS&125TH SECTOR si'` " NEW RAD CENTER • 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 12655-A SW NORTH GAMMA ' \ GROUNDING SYSTEM DUE TO SITE SOL CONDmONS. DAKOTA ST. V-1 r TIGARD,OR 97223 .1 t. _ H�Nares rMM LTE 2C/3C 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUA.FIED INDMDUAL, ISSUED PDR 7- 1 UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. SECTOR THE REPORT RILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO FINAL LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO SIMMS BETA SHOW THE PLATEAU. V. oillE ocNcMP11 M BY SECTOR 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED A 11/26/15, PRELIM CDS Si AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE 0 06/23/16 FINAL CDs JM NEW WCS RRH PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM (1) EACH PER SECTOR (3)TOTAL ALPHA GRIDS AND EXISTING COMMUNICATIONS FACILITY. NEW DC SURGE PROTECTOR (SQUID) ip° • G iv-, NEW 1900 RRH l \\` \ *. (1) EACH PER SECTOR (3) TOTAL FAO: 100ee104 o DRAWN BY DH \\ i N CM=BY: 0 • s I11 06/23/16 , A, 0' ,� ` rte"" *��` / '1', y .yrs GI r: x l RAD CENTER `�^n SECTOR 45 ‘,:,. �• �' sssss•E �1 a GAMMA 1,., % OREe•N I '1,1T Vag 2/ 6 �4qN E. MON*`l ^ SECTOR . EXPIRES:I2/31/16 le pBwI oION COMBED IN 1115BETA NIT a COMIBmaCN DOCUMENTS S , y PROPPEOPRf BY WS MN ISE CR DISCLOSURE OMR WW1 11111T INCH `� HTO KAT MMUSaMOLY 5 E+� 04 ,, GROUNDING S. `"' ' PLAN 111c17* KTs ANTENNA GROUNDING PLAN 1 1 �© 0 SURGE PROTECTOR & OR FIBER POWER CONNOECTION (TYP) / I ILO CONNECTOR L1E '- el... /� 4•x30"x1(4"THICIC COPPER GALVANIZED ;', A ���, MITERING '-14''.":11 - /4� �c � � �„- at&t GROUND RING // ( e X"x4"x1PER GROUND KITS WITH LONG BARREL �� p; MOBILITY / '-III \ GROUND BAR THICK COPPER COMPRESSION DOUBLE LUGS AND r• . I RRH(S), TYP TMA �I / •4 � BOND RF GALVANIZED INSPECTION WINDOW, ATTACH TO Y EMR(S) GROUND BAR GROUND BAR IYPE_TA TYPE_WI TYPE SS AT&T MOBILITY CORP, mem I '4 fog TO "1" SECTION19801 SW 72ND AVE.,STE.200 ' I TO m qII Ix e , 'N 1 1 y n nK.-BATOR clir% TUALATIN,OR 97082 ,oT,oI E LL �• WITH 0 0 0 0 OR OMEN I _ __ J '__CX-5-- C% I `CX WAIL MOUNTING----1.2 h2 AWG AND 2—ROTE /0 0 0 0 0 O O O O O O O O O O O 0 Tri/ or war 0000000000000 o: 0 of I (2) #2 AWG GROUND I t\ ` COMPRESSION 1° LUGS UNLESS o 0 0 0 0 0 o O o O o 0 0 0 2 l WW %\_ wo TO mat TYP ISOLATOR, TYP =1 �_• SPECIFIED OIFERWISE U 2 50LID BARE U' FDH VELOCITEJ I\ ���% 0 BOND DC BUS BAR(S) SC A" SECTION BONDED TO: TINNED COPPER IilI! TYPE VS TYPE VB IYEEPT INTERIOR G WIG WIRE CADW�D ENGINEERING INNOVATIDN DC AND FIBER TO �� POTENTIAL SURGE PRODUCING •• EXTERNAL EARTH GROUND (TYPE-Gl) 7 4004 KRUSE WAY PLACE w COAX RUN EQUIPMENT TO "P" SECTION SURGE PROTECTOR(S) GROUt� •) rte. �� BLDG.4004,SUITE#220 MOUNT GROUNDING BUS BAR NEAR / EXOTHERMICALLY WELD,12 AWG ALLK COLD WA19t PSE "X" VARIES 1 ��', p LAKE OSWEGO,OR 97035 FOR AWG GROUPED VARE BARE TINNED SOLID COPPER WIRE (F AVPI ABLE) --4 ► \I� 503-636 2500(MAIN) " ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING CONDUCTOR TO GROUND BAR. (F TNGAVALE) — O STEELb03-636 2501(FAX) P MOUNT GROUNDING BUS BAR .10,-, � ROUTE CONDUCTOR RING AND PROVIDE TYPE GT TYPE GY R 1 CL TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD il WITH ISOLATION. ........ x SITE ID: PR77 ° NOTE CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH ## 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. SCHOLLS&125TH SCALE : NTS GROUNDING SCHEMATIC DIAGRAM 5 NT CELL REFERENCE GROUND BAR(CRGB) 14 SCALE : NTS GROUND BAR 3 SCALE : NTS CAD WELD EXAMPLES 12 12655-A SW NORTH DAKOTA ST. TIGARD,OR 97223 [ZIT,:,i11.11.1.1111.1111110. LTE 2C/3C FINAL SUBMITTALS REV. DAZE DESCRNNON BY A 11/26/15 PRELIM CDS DH 0 06/23/18 FINAL CDs JM S a At 8 Q 10098104 E DRAWN BY: DH HIED BY: H f} u CURRENT ISSUE WE 06/23/16 U 4 V AMP l , 11-01.111,1, *1;.• Ili, RI L € if GI ` , : 86899-E 9� a D ORE 2, , g 14q/V E. MON- I EXPIRES:12/31/16 z 1N:I VONOMON 001111,40 IN DNS SR Ci OOISIRUC'IION OOCUNDIS IS E. PROFREDI Y BY TWINE.NIY USE OR OURE 011 !11YIN ITR RIPON RH.NEs 10 Nal MOWN ID MIN PROIBIBID. 5 If' SW TELE s GROUNDING DETAILS NOT USED I 1 IIIIIVFIIII 0