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Plans (13) LIENERAL NOTES* QNERAL NOTES: (CONTINUED). CONCRETE NOTES: (CONTINUED) SAFELY PROCEDURES 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND �.`. 99} ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT OWNER REQUIREMENTS. ' at&t SET TO AT&T. UPON COMPLETION. LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT MOBILITY 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR TOWER/POLE NOTES' � _ THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED AT&T MOBILITY CORP. SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 19801 SW 72ND AVE.,STE.200 LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. TUALATIN,OR 97062 DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S //(p���'++� /� JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. `V�.IV\..IL�.1, IIc 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 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 ampi.te wireless solutions CONFIRM THAT THE PROJECT WILL BE ACCOMPUSHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDIOONING MAX MAXIMUM SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: AGL ABOVE GROUND LEVEL MECH MECHANICAL 4004 KRUSE WAY PLACE AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY MTL METAL BLDG.4004,SUITE#220 INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" AWS ADVANCED WIRELESS SERVICE MFR MANUFACTURE LAKE OSWEGO,OR 97035 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BBU BATTERY BACKUP UNIT MGR MANAGER FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(= #6 BARS) 2° BLDG BUILDING MIN MINIMUM SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). BLK BLOCKING MISC MISCELLANEOUS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (= #5 BARS) 1e CLG CEIUNG NA NOT APPLICABLE SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES CLR CLEAR NIC NOT IN CONTRACT SITE: PR91 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) ." CONC CONCRETE NTS NOT TO SCALE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. CONST CONSTRUCTION OC ON CENTER WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. CONT CONTINUOUS OD OUTSIDE DIAMETER SCOL SCHOLLS FERRY OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DBL DOUBLE PCS PERSONAL COMMUNICATION BEEF BEND OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND 12, ANCHOR BOLTS TO CONFORM TO ASTM A307. 0 DIAMETER SERVICE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DAG DIAGONAL PDU POWER DISTRIBUTION UNIT 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER 17026 SOUTHWEST 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTES AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE DE DOWN DEF DETAIL PROD PRPLYWOOD FRIENDLY LANE OJ PROJECT THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT DWG DRAWING PROP PROPERTY BEAVERTON, OR 97007 FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). EA EACH PT PRESSURE TREATED PROJECT: - PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE ELEV ELEVATION REQ REQUIRED CONTRACT. INSTALLATION. 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE ELEC ELECTRICAL RF RADIO FREQUENCY LTE 3C/4C/5C(FN)/RET TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL EQ EQUAL RM ROOM 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON JURISDICTION. EQUIP EQUIPMENT RO ROUGH OPENING ISSUED FOR: MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH. EXT EXTERIOR RRH REMOTE RADIO HEAD CONSTRUCTION WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. STRUCTURAL STEEL NOTES. FIF FIBER INTERFACE FRAME SI-IT SHEET 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FIN FINISH SIM SIMILAR SUBMITTALS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FROM 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND FLUOR FLUORESCENT SPEC SPECIFICATION REV. DATE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. FLR FLOOR SF SQUARE FOOT DESCRIPT ON BY ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SPOTS AND STILP'DIIJG WAI ER. A 7/30/Ia PRELIM CDS AH LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC FT FOOT SS STAINLESS STEEL 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GA GAUGE STL STEEL 0 12/11/18 FINAL CDS 1.+14 AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED GALV GALVANIZED STRUCT STRUCTURAL STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR GC GENERAL CONTRACTOR STD STUD 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR GRND GROUND SUSP SUSPENDED 8. CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2014 GSM GLOBAL SYSTEM MOBILE THRU THROUGH CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. OSSC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE GYP GYPSUM BOARD TMA TOWER MOUNTED AMPLIFIER OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL HORZ HORIZONTAL TND TINNED 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING INSPECTION REPORTS AND TEST RESULTS. HR HOUR 1YP TYPICAL 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. HT HEIGHT UMTS UNIVERSAL MOBILE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ID INSIDE DIAMETER TELECOMMUNICATION SERVICE OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON IN INCH VERT VERTICAL STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE TYPE OF MEMBER INFO INFORMATION W/ WITH OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY ARCHITECT A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 INSUL INSULATION W/O WITHOUT 10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI INT INTERIOR WCS WIRELESS COMMUNICATION FA#: 10094112 MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACIUTY AND OR B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LBS POUNDS SERVICE DRAWN BY: MH PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4' MINUS CRUSHED ROCK PLACED C. PIPE COLUMNS ASTM A53, Fy 35 KSI LTE LONG TERM EVOLUTION WP WATER PROOF CHECKED BY: JW IN 8° (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR D. STRUCTURAL TUBING ASTM A500, Fy 46KSI 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF MSI-ITO T-180. E. ANCHOR BOLTS ASTM A307CURRENT ISSUE DATE: NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL F. CONNECTION BOLTS ASTM A325 TWIST-OFF LEGEND PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE 2014 OSSC SUBJECT PARCEL 12/11 j18 SECTION 1705 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL SECTION LINES STAMP: 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING LOCAL JURISDICTION. EXPOSED TO WEATHER AND WHERE NOTED. IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. - - PROPERTY LINES UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS- 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS RIGHT-OF-WAY LINES MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 • .05 • PROPOSED CONTOUR - MAJOR 450 PROF 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE o o PROPOSED CONTOUR - MINOR F`� 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE 0.02 EXISTING CONTOUR - MAJOR �c5 k.�OINEFQ'V2 DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 86604PE CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX EXISTING CONTOUR - MINOR S PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING ELECTRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS -CX CX- -CX-CX- COAXIAL CABLE RUN FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL. NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF -FO FO -FO FO FIBER OPTIC CABLE RUN WELDED BARS. -E E- -E E- ELECTRICAL CABLE RUN 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES; OREGON CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND -T T -T T- TELECOM UNDER/OVER HEAD C) ,yqY 13 ZO{M. S� BY THE CONSTRUCTION DRAWINGS CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. -❑ 0-- -❑ 0- FENCE - SEDIMENT �R j z ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. -x . x -x ' . x FENCE - CHAINLINK, /W BARB 4''' bus j( f�9 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL ( g r TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM MEMBERS." EXPIRATION DATE: 06/30/2019 C150, PORTLAND CEMENT TYPE II U.N.O. 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THE INFORMATION coNrANED IN THIS PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. SET OF CONSTRUCTIONONCODOCUMENTS IS 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM 811 , PROPRIETARY BY NATURE.ANY USE OR 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED A307 BOLTS UNLESS NOTED OTHERWISE. DISCLOSURE OTHER THAN THAT WHICH INSPECTIONS. WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM 0260, 0494, 0618, `� RELATES TO AT&T MOBILITY IS STRICTLY C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN PROHIBITED. B 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT CAUTION! CALL BEFORE YOU DU BURIED UTILITIES EXIST IN THE AREA AND MANUFACTURERS WRITTEN INSTRUCTIONS. UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Know what's below. SHEET TITLE: a UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. Si), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE. Call before you dig. GENERAL NOTES CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 x REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 11. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. SHEET NUMBER: REV. J.. SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING STRUCTURAL DRAWINGS AND NOTES SHALL TAKE a. ° PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. G N®1 o s 1 at&t t . -, MOBILITY i p AT&T MOBILITY CORP. SN SCNO\-S FERRY ROP 1980 SW TUALATIN,N OR 97062.200 i i / I TAX LOT 1J�r1�. ale!, (IC 9 TAX LOT / I 10100 complete ireless solutions J 10203TAX LOT ADJACENT ZONE:/ #0204 4004 KRUSE WAY PLACE F FD-20 - TE#220 OSWEGO,IOR 97035 _ _ _ _ SITE: PR91- - _ - _ SW FRIENDLY LANE TAX LOT PROPERTY UNE L SCHOLLS FERRY 11300 I I 1 ADJACENT I BEEF BEND ZONE r" I 17026 SOUTHWEST TAX LOT FD-20 I FRIENDLY LANE #0202 .E. �� I BEAVERTON, OR 97007 ,,t I t lI PRWECT: I i LTE 3C/4C/5C(FN)/RET - - — — — — Z TAX LOT I ISSUED FOR: AT&T SITE WITH 80'± ..1 11100 I CONSTRUCTION l dI TOWER, SEE A-2 TALOT ti ADJACENT ZONE: LLI X W FD-20 SUBMITTALS a0 11200 p REV. DATE DESCRIPTION BY I� 3.1E ACRES cL TAX LOT A 7/30/18 PRELIM CDS MH ZONE: FD-20 1I #1000 0 12/11/18 FINAL COS MN 1 L PROPERTY LINE u) i Lo I o 0 cc I DRAWN BY: L10094112 Ice TAX LOT I TAX LOT if, #1400 I CHECKED BY: JW #1700 ADJACENT ZONE: CURRENT ISSUE DATE: FD-2o I 12/11/18 1 I STAMP: 1 KO)PROFESS 1 I TAX LOT 5 G b �� N E 11101 86.04•Emi< E I ADJACENT ZONE: FD-20 k‘1REGO 4- Y iJ,2‘ �3 - - - .c/1 Th r \ _ _ _ (EXPIRATION DATE: 06/30/2019 E R 1 TAX LOT I THE INFORMATION CONTAINED IN THIS N SET OF CONSTRUCTION DOCUMENTS IS #1600 I DISCLOSURE OTHER THAN THAT UWHICHR 3! ,' N RELATES TO AT&T MOBILITY IS STRICTLY —01'�,— PROHIBITED. a �GEND �" SHEET TITLE: - - —SUBJECT PARCEL C,-_"' — — — — —SECTION LINES OVERALL SITE PLAN z - - PROPERTY LINES i — RIGHT-OF-WAY UNES SHEET NUMBER: REV. 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'',--`,K‘‘4,,,-.'":,BRIDGE �U�; PROPOSED (1) DC TRUNK W 14 L_. ij. �� CONCREXISTIETE J 1 �r��. � „�.� AND (1) FIBER TRUNK • 1 1 \� 1•11,....4.4.1., PAD t } =�.i-i�i1 ( I I• \e. d m .-�-.-�-- -.-.:.-•-+-•-•=•- ,- -=-r-•--r-•-- ,_.-.-E t._.sx-r-.�-,�---,.--r-:-r-•--.�-.- .- x-r-x-t.� :f, x-r.-. .-._.-r-=- _- '- -_�-_--+ �.-r.T.�-=-t•• ---•- •-•-.-1-:-r.-._.-.�-..1 - 'qi_oR.:03:714:1111 -3 z EXISTING 6•-0" CHAINLINK EXISTING 6•-0" CHAINLINK EXISTING (12) RUNS FENCE WI BARBED WIRE �.T EXISTING (12) RUNS FENCE WI BARBED WIRE EXPIRATION DATE: 06/30/2019 Lo EXISTING FENCE W/ OF 7/8" COAX BYEXISTING FENCE W/ OF 7/8" COAX BY BARBED WIRE BY OTHERS EXISTING 80'± MONOPOLE W/ BARBED WIRE BY EXISTING 80'± MONOPOLE WI OTHERS EXISTING AT&T ANTENNA OTHERS OTHERS PROPOSED AT&T ANTENNA THE INFORMATION CONTAINED IN THIS N ARRAY (NOT SHOWN FOR ARRAY (NOT SHOWN FOR SEI OF CONSTRUCTION DOCUMENTS IS a CLARITY) CLARITY PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH SEE RF-t SEE RF-1 RELATES TO AT&T MOWLTIY IS STRICTLY PROHIBITED. S 24-0" TAT - 24'-0" i�T lr 1\ I I SHEET TIRE: � \ � :,_ COMPOUND a # �L -04�p1- -01`41 LAYOUT PLANS y SHEET NUMBER: nn REV. 0 22•x34•SCALE: ,•.s' EXISTING COMPOUND LAYOUT 2 2z•x34• SCALE: 1•.5• ^ PROPOSED COMPOUND LAYOUT 1 A'G 0 11•x,7•SCALE: 1'=10' 0' 5' 10' 11•x17• SCALE: 1••10' 0' 5' 10' _ : ¢I, at&t � fMOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 1 1'-6" 1 1'-6" •�1d• IIC complete wireless solution HVC HVC HVC HVC / ///////l,//////////////////l/� L/Z/ZZ 1/ 4004 KRUSE WAY PLACE / BLDG.4004,SUITE#220 DESK / DESK / LAKE OSWEGO,OR 97035 J J / EXISTINGGSM ✓ EXISTING GSM CABINETvi cri / CABINET SITE: PR91 I% / SCHOLLS FERRY EXISTING WALL EXISTING NOKIA CABINET EXISTING WALL -EXISTING NOKIA CABINET MOUNTED DIPLEXERS i/ MOUNTED DIPLEXERS BEEF BEND17026 SOUTHWEST FRIENDLY LANE 1 r. 0EXISTING GSM EXISTING GSM BEAVE TON, OR 97007 CABINET / CABINET / PROJECT: � ..--1 I LTE 3C/4C/5C(FN)/RET EXISTING BATTERY STACI(� 0 - I EXISTING BATTERY STACK r® EXISTING LTE EXISTING LTE Ill ISSUED FOR: FIF RACK FiF RACK EXISTING FIF ; B i PROPOSED 1) DC-DC CONVERTER(SHELF W/ CONSTRUCTION RACK W/ GPS SUBMITTALS / EQUIPMENT / _ (4) MODULES REV. DATE DESCRIPTION BY J EXISTING UMTS ``, `-7- PROPOSED 1 DC3 / /•,-f + I ( ) o A 7/30/18 PRELIM CDS AIH —o— NODE B CABINET /'. E—ro— E MODULE IN EXISTING D tz/n/18 FINAL cos MH EXISTING UMTS r EXISTING i t DC6 RM N NODE B CABINET 1 Cr ALARM BOX / LJ `0 EXISTING 12 I'B t !' I y 1 • I I ALARM BOX EXISTING PDU RACK 21 -E E� '� PROPOSED (1) PATHFlNDER ro 4 _E-EI-• I E 411 ■� i IN EXISTNG PDU /7 EXISTING FIF ° r/' �1 RACK W/ GPS EXISTING BATTERY STACK 0. EXISTING BATTERY STACK vA f Ill EQUIPMENT 4, - DRAWN BY: MH 10094112 �0 _ /r H CHECKED BY: JW I.[1 9 �_'It / _ 7„1i1 CURRENT ISSUE DATE: g ' EXISTING BATTERY STACK o J %�AC PANEL BOARD 12/11/18 EXISTING BATTERY STACK 2 / AC PANEL BOARD / = / I STAMP: Ir � / MANUAL TRANSFER /-•uI f I IJ' If MANUAL TRANSFER � �/ SWITCH SWITCH PRO F / F E>�E.-�x-Ex ■I, /1 ''E-�'`c. a`c. / ��a� NGIb E F� EEO EEO _'F-[ E=E ..„00010 ///////////// ////////// (6) //////////l///X u ///// i% 8660*\`._ . .. 4 EXISTING (6) 1-5/8 COAX, illiii° EXISTING I X, (1) COAX, 1 1 (6) 7/8" COAX, (1) FIBER (6) 7/8" COAX, (1) FIBER AND (2) DC TRUNKS EXISTING GROUND AND (2) DC TRUNKS EXISTING GROUND BAR, (TYP) BAR, (TYP) �+` OREG• Jo 1 I EXISTING COAX EXENTRY '11gY PROPOSED (1) DC TRUNK 13 2t- ' PORT PORT ENTRY AND (1) FIBER TRUNK '( •1111 I ! EXPIRATION DATE: 06/30/2019 THE INFORIAATITAINED THIS SET OIF CONSTRUCTIONONCONDOCUMENTSIN IS n PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY NN PROHIBITED. I yIy f( >� SHEET TITLE: —b1 "pi —01110 EQUIPMENT LAYOUT �.01"'I i PLANS i SHEET NUMBER: REV. a 22'x34'SCALE: 1'02.5' 1 1 EXISTING EQUIPMENT LAYOUT 2 22.:434.SCALE: 1'-2.5' PROPOSED EQUIPMENT LAYOUT 1 A-3 o 11'x17'SCALE: 1'.5' 0' 2.5' 5' 11'x17'SCALE: 1'e5' 0' 2.5' 5' EXISTING (1) DC6 PROPOSED LTE 850 ANTENNA ON EXISTING GSM TMA SURGE SUPPRESSOR NEW 10' ANTENNA PIPE MOUNT NO CRANE REQUIRED FOR SOW. I.- (2) PER SECTOR, (6) TOTAL r _ EXISTING GSM 850 ANTENNA TO REMAIN EXISTING GSM 850 ANTENNA (1) PER SECTOR, (3) TOTAL FAA DNE 9T i J. .' at&t (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL ar : at&tY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 vebcitel, Ilc complete a/Isaless solutions 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 SITE: PR91 SCHOLLS FERRY BEEF BEND NOT USED 6 NOT USED 5 17026 FRIENDLYLANESOUTHWEST BEAVERTON, OR 97007 MANUFACTURER: ALPHA TECH PROJECT: MODEL: 24/48V DC-DC COWLTE 3C/4C/5C(FN)/RET ID P/N: 053-996-20-000 n HEIGHT: 8.75"; 5U* ISSUED FOR: ����000�m�m WIDTH: 17.24"; 19"/23" KIT CONSTRUCTION of DEPTH: 12.20" '!!�m!�11111 WEIGHT: 45 LBS SUBMITTALS REV. DATE DESCRIPTION BY —I- * 5U FIVE RACK UNITS A 7/30/18 PRELIM CDS MH _ 0 12/11/18 FINAL CDS MH NOT USED 9 IDE 17 1/4" 71. of I © --DISTRIBUTION SHELF (18 BREAKER POSITIONS) FAR: 10094112 C:' IIE o o CONVERTER SHELF DRA(SWN BY: 14H o CONVERTERPOSITIOACE NS)P SI IONS)UP TO 4CHECKED BY: W U �—� CURRENT ISSUE DATE: FRONT 12/11/18 SCALE: NTS DC-DC CONVERTER 4 NOT USED 3 STAMP: PROFESS ify ��GINEF� b,� 8600,PE L. W G DREG• 0 17gY0,20�T .- w2tw1r1 % 3/J EXPIRATION DATE: 06/30/2019 THE INFORMATION CONTAINED IN THIS ,a SET OF CONSTRUCTION DOCUTAENTS IS FT PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: 15 EQUIPMENT DETAILS -.- IF' SHEET NUMBER: REV. NOT USED 8 NOT USED 7 NOT USED 2 NOT USED 1 A-6 o 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI - 10/8/2018. PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. — _,' �� 3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER Q[ PR91-SCHOLLS FERRY BEEF BEND SUPPLIED BY AT&T WIRELESS,FROM RF CONFIG DATED: 7/10/2018 BY: Edgar Chiong AND/OR RF ENGINEER PRIOR TO CONSTRUCTION f✓ MOBILITY FEEDER SECTOR POS TECHNOLOGY ANTENNA ANTENNA MODEL ANTENNA RAD AZIMUTH TMA MODEL QTY DC SURGE AND FEEDER TYPE LENGTH DOWNTILT(DEGREES) MAKE CENTER(FEET AGL) (DEGREES) DISTRIBUTION(QTY) (LTE) AT&T MOBILITY CORP. (FT) 19801 SW 72ND AVE.,STE.200 1 UMTS 1900/850 KATHREIN 742-265 82.6 45 LGP 21401(09_1); 2 01M)2°,2°,4°,4°(E) TUALATIN,OR 97062 2 LTE 850 KATHREIN 80010966 81.6 60 0 0 0°(M)5°,5°,5°,51E) A 3 GSM 850 KATHREIN AP1417-8801940-65 83.6 45 LGP 21403_(68); 2 0°(M)2°,2°(E) 4 LTE FN/700/1900/AWS KATHREIN 80010966 81.6 60 0 0 0°(M)2.5°,2.5°,5°,5°,2.5°,2.5°,5°,5'(E) \ eIVCI , IIc complete wireless solutions 1 UMTS 1900/850 KATHREIN 742-265 82.6 180 LGP 21401(09_1); 2 0°(M)2°,2°,40,4'(E} (2)FIBER/(3)DC B 2 LTE 850 KATHREIN 80010966 81.6 195 0 0 0°(M)3°,3°,3°,3°(E) 4004 KRUSE WAY PLACE DC6-48-60-18-8C-EV(2) (6)1-5/8"COAX 0°(M)2°,21E) BLDG.4004,SUITE#220 3 GSM 850 KATHREIN AP1417-8801940-65 83.6 180 LGP 21403_(68); 2 (6)7/8"COAX 4 LTE FN/700/1900/AWS KATHREIN 80010966 81.6 195 0 0 01M)3°,3°,3°,3°,3°,3°,3°,31E) LAKE OSWEGO,OR 97035 1 UMTS 1900/850 KATHREIN 742-265 82.6 300 LGP 21401(09_1); 2 01M)2°,2°,4',4°(E) 2 LTE 850 KATHREIN 80010966 81.6 310 0 0 0°(M)3',3',3°,3'(E) C 3 GSM 850 KATHREIN AP1417-8801940-65 83.6 300 LGP 21403_(68); 2 0°(M)2°,2°(E) SITE: PR91 4 LTE FN/700/1900/AWS KATHREIN 80010966 81.6 310 0 0 0'(M)2.5°,2.5°,3°,3',2.5°,2.5°,3°,3°(E) SCHOLLS FERRY BEEF BEND EXISTING LTE 700/1900 ANTENNA EXISTING LTE 700 RRH SECTOR SECTOR SECTOR 17026 SOUTHWEST SECTOR OE PER SECTOR, (3) TOTAL (1) PER SECTOR, & REPLACED TO BE REMOVED &3 REPLACED ALPHA ALPHA) TOTAL FRIENDLY ORLANE T GAMMA BEAVERTON, 97007 GAMMA F� PROJECT: SF 4$3 N Pr LTE 3C/4C/5C(FN)/RET -94,7e.C' °° oo°.\� PROPOSED LTE 850 B5 AIRSCALE ti c' '`e J§eF 4 5,��J RRH (1) PER SECTOR, (3) TOTAL ISSUED FOR: '1'q FTF` <, A,v EXISTING UMTS 850/1900 ANTENNA N ?O ti 3 > J� p 4'9 O Joh Q CONSTRUCTION o 1 PER SECTOR, 3 TOTAL ! 0 o kh O O PROPOSED LTE 700 B12/814 !O, 90 -1-4,7,900,4C �P TO REMAIN AIRSCALE RRH ON NEW DUAL �! 9 (L. fit, NEW 10' _._ P O oyes�, ITE 850 ANTENNA ON I SUBMITTALS AL F �' �i 5 �� NEW 10' ANTENNA FIPF MOUNT REV. DATE DESCRIPTION um T,9 ��;, 5"'. MOUNT (1) PER SECTORTOT Gj3 ,,` / (1) PER SECTOR, (3) TOTAL 7/30/18 PRELIM CDS � ��` .�17,,�"► 0 12/11/18 FINAL COS El 4III III 1 —W EXISTING ANTENNA PIPE MOUNT • �`�ai III III ANTIN ENNs4 'b, •ilZ`^fes, TO BE REMOVED 2) PER SECTOR,&6) TOTAL REPLACED gyIFN/FC c^ '`!i�jjj7117,41,,,.. � �4'°� PROPOSED (1) DC6 III III 300• CSM .i` ,alb` EXISTING GSM TMA 3°0 CSM ''► ��� °P Abd SURGE SUPPRESSOR qZ/M�SO Mil II �� `1 (2) PER 6) TOTAL AZ7MU�S0 �olir `� SFS'F�� III II Ty `, Tom,_., ti it ,_`• `wAt II• EXISTING GSM 850 ANTENNA �`_i i, ```� `6 �` \ ° : =: (1) PER SECTOR, (3) TOTAL ��`• ��` ° tr �' TO REMAIN `_�� —�� RD"' g12��sC = ``9.y °5 gP\4,,„x• � � _ F _•moi— :� ti �_ �� v a`� '4 �•'' 1� �� P °4' EXISTING GSM 850 ANTENNA EXISTING GSM TMA „i;,� q P ! ��► DRAWN BY: MOHo9at 12 (2) PER SECTOR, (6) TOTAL �� �Qa. G �\ O• !T� �. �`� - ��P (1) PER SECTOR, (3) TOTAL �� `� Sc \k, �! d �� `� c,, ,\F CHECKED 8Y: JW TO REMAIN . � �•► �' 614', SO •�• ��► P� `� �` Q' ,. `� lam'�` CURRENT ISSUE DATE: a1. . '� 1. ���• .•4. r, 0 12/11/18 a0�" \\ �i 440 f"� /��/ ami �,ai�� 0� sec, =111\w' I 'i`l' ° `g°o sec, : 410,\ft •.! ` �,IQo� STAMP: 4411E ei4, =� / ` ; P \\o p1,1�U N744,4 fts �l ��` .V�d Pti�� PROF 30 .4 tS 790 �� ` i•�:�1, �a EG' O"6 300.7900 �` i ` G P 0 F -4 ,08s° '`i Ji(`04 / !�, ��� ��/��ly i�� ?��4ii� �Vft! \ ��� ENGIN eR % z ��%•_` 461 V�%\1` Si .�. c „ � �`' i C�� .aha �- �� '4.`!� `i i�r� �Avi q���•'�►�►�►�� ;a . w p R ..IE� ���/w\�����_•��1�����.�♦ EXISTING UMTS TMA41,11..J.:0*. �► w\�� . ���■�� .tee,.s T I ,- r— �� OREGO J" '' 1 ' (� -� (2) PER SECTOR, • rv`� /40 EXISTING UMTS TMA r`� • INI • Fel V Fl ' i 11gy (2) PER SECTOR,TO) TOTAL mitREMAIN �� (6) TOTAL ` Gm i . z m 'z m PROPOSED LTE B25/66 2 N 'z m y —�/ � , a m n EXISTING (1) DC6 SURGE• m n AIRSCALE RRH ON NEW DUAL rn n m E m n m E' EXPIRATION DATE: 06/30/2019 r) z SUPPRESSOR TO REMAIN z al MOUNT (1) PER SECTOR, (3) 1A n co �. D m _ D n TOTAL THE INFORMATION CONTAINED IN THIS c. SET OF CONSTRUCTION DOCUMENTS is N a o ; o PROPOSED LTE FN/700/AWS/1900 NF1 4 s `u°,,r*7 4- I PROPRIETARY BY NATURE.ANY USE OR Cr:`r,� N CO N "' ANTENNA ON NEW 10' ANTENNA � �' N Li? N 1 BSCLOSUTO OATHER MOBILITYTHAN THAT STRICTLY p - SECTOR N PIPE MOUNT i PER SECTOR, ; a O – p a o PROHIBITED. J,. o ( ) ., SECTOR c 1 CO BETA N (3) TOTAL o =N BETA N - = C-" I Zr:. o SHEET TITLE: v 2p o p ,' R\ �/ —0�� .,�$— a \\/// — 4 .,6I ANTENNA 1�' EXISTING (1) DC6 ' CONFIGURATIONS a I SURGE SUPPRESSOR I SHEET NUMBER: REV. 2.2 SCALE:NTS EXISTING ANTENNA CONFIGURATION 2 SCALENTS PROPOSED ANTENNA CONFIGURATION 1 R F-1 o MOUNTING ANTENNA Imo► PANEL ANTENNA PANEL ANTENNA PANEL PIPE MANUFACTURER: KATHREIN MOUNTING PIPE ANTENNA DOWNTILT BRACKET PART : 80010966 ANTENNA MOUNT, IIII �`a(L TOP & BOTTOM * s LENGTH:96" TOP ,BOTTOM ANTENNA MOUNT, Y - PI_� TOP & BOTTOM MOBILITY �_—� WIDTH: 20' z ,�"� STD : � __ �_• __ ..._ DEPTH: 6.9" MOUNTING PIPE � i • d .., iimillii WEIGHT: 114.6 lbs. C-1 U AT&T MOBILITY RP, L—o- 19801 SW 72ND AVE.,STE.200 11111 I •RRH--�� •RRH- \ N,ANTENNA MOUNTING RRH III PIPE _ I II' �I If 01 • complete wale:.s ludon. g _'.2 trait I I U r 4004 KRUSE WAY PLACE RF CONNECTORS, TYP — BLDG.4004,SUITE#220 FIBER/DC JUMPERS 010 r , , e LAKE OSWEGO,OR 97035 COAX MIN ON Cif— FROM SURGE ;i•a 111 �� _ _ - _ SUPPRESSOR - � � � �?SA I CONNECTOR, Ii _ SITE: PR91 RF, TYP TAPE MARKINGS j""411. '• MARKING TAPE WHERE THE COAX 5" MINIMUM RADIUS * CONTRACTOR TO VERIFY RF DATA AND RRH LAYOUT WI CM SCHOLLS FERRY 20" CABLE CONNECTS TO THE ON COAX JUMPERS AND/OR RF ENGINEER PRIOR TO CONSTRUCTION BEEF BEND FRONT SIDE ANTENNA SIDE VIEW BACK VIEW 17026 SOUTHWEST SCALE:NTS ANTENNA MOUNTING DETAIL 9 SCALE: NTS LTE ANTENNA 8 FRIENDLY LANE BEAVERTON, OR 97007 VENDOR: COMMSCOPE EXISTING ANTENNA MANUF: RAYCAP MODEL MTC3326DHD PIPE MOUNT DESC: DC SURGE SUPPRESSOR PROJECT: WEIGHT: 40.91 LBS LTE 3CJ4C/5C(FN)/RET MODEL: DC6-48-60-18-8C-EV WEIGHT: 32.6 LBS ISSUED FOR: CONSTRUCTION MOUNTING PIPE 11" DIA. HD SWING ARM as SUBMITTALS RRH MOUNT REV. DATE DESCRIPTION BY A 7/30/18 PREUTA CDS MH .. \\\ DC SURGE �. 0 12/11/18 FINAL CDS AIH 1 BACK CLAMP DUAL SUPPRESSOR ��_ DUAL RRH CX 1 ! RRH MOUNT L MOUNT `-- WELDMENT 11M�I 1 MOUNTING BRACKET Gum=SE GALV. may, BY MANUFACTURER N 3/8 X 5 >t► I_ N 11 BOLT KIT g., ` GALV. 3/8" X 8" 1_ THREADED ROD —ill �__ "k AGALV. 3/8" LOCK ■EI ISI I 2 Y• � FA 10094112 �%. M-10 X 30MM WASHER DRAWN BY: 10 HEX BOLT, SS GALV. 3/8" FLAT pp CHECKED BY: JW 3/8" SS 3/8" SS HEAVY HEX NUT 1,—�" MOUNT CURRENT ISSUE DATE: LOCK WASHER FLAT WASHER 12/11/18 SCALE: NTS DUAL MOUNTING BRACKET-HD 7 SCALE:NTs DC SURGE SUPPRESSOR 6 SCALE: Nfs RRH&ANTENNA MOUNTING DETAIL 5 STAMP: MANUFACTURER: NOKIA AIRSCALE MANUFACTURER: NOKIA AIRSCALE MANUFACTURER: NOKIA AIRSCALE MODEL: 4T4R B5 160W AHCA MODEL: 4T4R B25/66 320W AHFIB MODEL: 4T4R B12/14 320W AHLBA .003 PR•FFS HEIGHT: 337mm HEIGHT: 560mm HEIGHT: 560mm �r , GIN if WIDTH: 295mm WIDTH: 308mm WIDTH: 308mm 86604DEPTH: 165mm DEPTH: 149mm DEPTH: 177mm 1. E WEIGHT: 16.7kg WEIGHT: 40kg _ WEIGHT: 46kg / '0 ti' ' 1‘17 .4.12)REDO, � , /}1 A •� IJ m '-'11 , .,,Ii..1 1#` { -,,,.t..lie t'i. I 1"'. EXPIRATION DATE: 06/30/2019 11 11 �� '{1; Yriw: 1. i 1 1 13 »11 J a THE INFORMATION CONTAINED IN THIS 1 to I ,tt 1 #� 3i'#t1 i #}9$ SET OF CONSTRUCTION DOCUMENTS IS (! _ 1; d prT„. - gi1' PROPRIETARY BY NATURE.ANY USE OR ill!#ftS('11 ,44r ,. rI "`�`r,"'Ir.., t DISCLOSURE O1TIER THAN THAT WHICH ((+ 3= _ .y ; � i A r '- RELATES TO AT&T MOBILITY IS STRICTLY �it1 4 1.t > A 11,,41 i I �'if t n, PROHIBITED. • tt } S Y Ti° (1#1 I•lII �+ .1tsrill 1, IIP i It .' 1! . ' Ii' �� s., 1 •. SHEET TITLE: i �' X is 1113._ — .. : .Til - I - RF DETAILS 5 _ ',I {I SHEET NUMBER: REV. .14 NOT USED 4 SCALE:NTS AIRSCALE LTE 850 RRH 3 SCALE: NIS AIRSCALE LTE 1900/2100 RRH 2 SCALE:NTSAIRSCALE LTE 700 RRH 1 R F-2 0 } SYMBOL DESCRIPTION GENERAL GROUNDING NOTEE& 4 t } } 0 COPPER GROUND ROD '',;:,'„71,.--7,---7.7:::), a`&` 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW , ® TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. Y,, MOBILITY © CADWELD CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 ® GROUND BAR 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062 ® MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR FIELD VERIFY &TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT \�eM.ItCIt IIC //////////////////////////////// �/ii't EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFR'S PRACTICES. / 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE complete wireless solutions/ j COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE / / // ABOVE GROUND. 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 / / 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND / LAKE OSWEGO,OR 97035 / OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. I 111111 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION / / AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. / SITE: PR91 �] / 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING \All7[1/5,/ ■/ SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY SCROLLS FERRY //_ GROUND PROPOSED / REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DC CONVERTER / DOCUMENT ALL CADWELDS AND GROUND RING BEEF BEND / SHELF AS REQUIRED, / SEE G-2 / 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 17026 SOUTHWEST /„..i_. / GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. FRIENDLY LANE / d�. �- BEAVERTON, OR 97007 / — GENERAL ROD NOTES (WHERE APPLICABLE); PROJECT: Q - / LTE 3C/4C/5C(FN)/RET T // 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, ISSUED FOR: I I % UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. / L J / THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO CONSTRUCTION / / LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO / SUBMITTALS SHOW THE PLATEAU. REV. DATE DESCRIPTION BY j ' L . j . / 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED A 7/30/18 PRELIM CDS UH j _/ AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE 0 12/11/18 FINAL CDS MN PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM / NI GRIDS AND EXISTING COMMUNICATIONS FACILITY. / / , 0 _,- / . / Q _j - APPROXIMATE LOCATION �,ANA � -J j OF GROUND BAR AT9 % FAp: 10094112 ' ! DRAWN BY: MN / TOP OF TOWER •� CHECKED BY: JW // I ` �/ ;;;;;--`:.,:,•:4%.• i= CURRENT ISSUE DATE: / ,,r�'` at. A GROUND ALL 12/11/18 _ PROPOSED SURGE / '�� SUPPRESSOR'S AS STAMP: � 4.,.....,- t` REQUIRED, SEE G-2 ////////////// �u1/////// / A. iiiiio�aiin LI '%s . 1 1 ,11,• ' D PROFESS �� sa G I b �000( �6 �� FR 'oOh r 4 `� .` 8660•"E 1b' 0 I•i:�: �:x10 �,��_, P .,,, t •0I ,.tea...:: Li tg �B 'I' GROUND ALL PROPOSED EXPIRATION DATE: 06/30/2019 0 4 \\ �:i1�., RRH'S AS REQUIRED, _ 1 A _ SEE G-2 "l%;. THE INFORMATION CONTAINED IN THIS �7t►► SET OF CONSTRUCTION DOCUMENTS IS N I PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH 22"x34"SCALE: NTS PLATFORM PLAN 2 RELATES TO AT&T MOBILITY IS STRICTLY N 11'x17"SCALE: NTS PROHIBITED. o I SHEET TITLE: _a,`04_O GROUNDING t1I PLAN a SHEET NUMBER: REV. 1.1 22.x34"SCALE: 1.-2.5 GROUNDING PLAN 1 G-1 0 r 11"x17"SCALE: 1"n5' 0' 2.5' 5' SURGE PROTECTOR DOUBLE CRIMP � a. I' OR FIBER ECPRO POWER CONNECTION, TYP \ `�e \ ��'°` 3 }�} LIE UMTS GSM 4"x 30"x Y4" THICK �I, �` _�� COPPER GALVANIZED '� ��L, s v !; a,ffi�'" MOBILITY ANTENNAS INTERIOR i GROUND BAR " GROUND KITS WITH LONG BARREL • �. �� .L �. X"x4"xt 4 �. GROUND RING i I �; 0\ THICK COPPER COMPRESSION DOUBLE LUGS AND ' 1I RRH(S), TYP-� TMA 'r' i �/ BOND RF BUS BAR GROUND GALVANIZED INSPECTION WINDOW, ATTACH TO 7yPE TA TYPE VN TYPE NC TYPE SS AT&T MOBILITY CORP. III i ��1 TO 'I" SECTION GROUND BAR 19801 SW 72ND AVE.,STE.200 DC FIBER III Z. �� _ > _ TUALATIN,OR 97062r ISOLATOR _ I To RRH lI I t' n�:: n n (WHEN JLi71 2I0 � . ♦ t UTILIZE GROUND KITS WITH (0 .0.. ,000.0.0.0. o f APPLICABLE) =� ' ` E E 4 WALL MOUNTING0000 ;,000000000000 o 0 0 0 0 0 0 o a o 0 0 0 0 FO FO 0—J I —C% C% I 1:11 "' I I �� o 0 0 0 0 0 0 0 0 0 0 0 0 0. ` (2) #2 AWG GROUND I\ BRACKET 40, I #2 AWG AND 2-HOLE \`� `� \J , tiC o f I. l. � ' COMPRESSION LUGS UNLESS O _ 0' complete wireless solutions w \ __-- `WIRE TO RRH, TYP �� \ ISOLATOR, TYP ` % SPECIFIED OTHERWISE z- #2 SOLID BARE TYPE W TYPE VS TYPE VB TYPE Pt t TINNED COPPER o /� BOND DC BUS BAR & "A" SECTION BONDED TO: _ WIRE CADWELD _ 4004 KRUSE WAY PLACE DC AND FIBER TO COAX RUN POTENTIAL SURGE PRODUCING (TYPE-GL) ,t,V- EQUIPMENT TO 'P' SECTION INTERIOR GROUND RINGBLDG.4004,SUITE#220 SURGE PROTECTOR(S) 1 _ ( g� LAKEOSWEGO,OR97035 �1 EXOTHERMICALLY WELD #2 AWG • EXTERNAL EARTH GROUND 'X" VARIESVIII: ; It. .., /17 w MOUNT GROUNDING BUS BAR NEARBARE TINNED SOLID COPPER WIRE (BURIED GROUND RING) III, %. L : #2 AWG GROUND WIRE CONDUCTOR •TO GROUND BAR. METALLIC COLD WATER PIPE ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING 6 o ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT JYPE GY TYPE GI1 TYPE GL, SITE: PR91 MOUNT GROUNDING BUS BAR IGROUND RING AND PROVIDE • BUILDING STEEL W TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD (IF AVAILABLE) SCROLLS FERRY CADWELD2 WITH ISOLATIONNOTE: "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH 1 y_ r 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. BEEF BEND 17026 SOUTHWEST SCALE:firs GROUNDING SCHEMATIC DIAGRAM 5 SCALE NTS CELL REF GROUND BAR(CRGB) 4 SCALE:NTS GROUND BAR 3 SCALE:NTS CAD WELD EXAMPLES 12 FRIENDLY LANE BEAVERTON, OR 97007 PROJECT: LTE 3C/4C/5C(FN)/RET ISSUED FOR: CONSTRUCTION SUBMITTALS REV. DATE DESCRIPTION BY A 7/30/18 PRELIM CDS IAN 0 12/11/18 FINAL CDS MH FA,: 10094112 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 12/11/18 STAMP: ,c_stD PROFESW..t. ��42 ENGIN98660. < LL u_ � REGO4 ti O 11 13,2�, EXPIRATION DATE: 06/30/2019 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: GROUNDING DETAILS ' SHEET NUMBER: e� REV. NOT USED 1 G-2 0 SPECIAL INISPEcTit-D -,1 REQUIRED State of Oregon Struclural Specialty Code 0 Concrete and Reinforcirqr; aeI O Bolts Installed In Concrot,:‘, O Special iletoment-Real.5ling Concrete Frame o Reinforcing Steel&Prestressing Steel Tendons Strucral Weiding °A. High.Strenght Bolting O Struc:7 Ira!Masonry O Reirlicrced Gypsum Concrete O Insulating Concrete O Spray Applied Fl-,:-Reoistic)Materials - id Caaco3 o shov, er)„:,.,.' -*Ion and Filling O 1 ' Other inspeclAur;::. _