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Plans . • FINAL CDs I 03/12/15 at&t MOBILITY RECEIVED 1980ATAT MOBILITY CORP. 1 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 '' Your world . Delivered . MAR 16 2015 n F PROPRIETARY INFORMATION CITY OF TIGARD �Ve OCIre THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION PR91 SCHOLLS FERRY BEEF BEND BUILDING DIVISION complete wireless solutions 4004 KRUSE WAY PLACE DOCUMENTS ISC OSURS IS PROPRIETARY HATHAT BY NATURE. ANY USE OR 17026 SOUTHWEST FRIENDLY LANE BLDG.4004,SUITE#220 DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T MOBILITY SERVICES IS STRICTLY PROHIBITED. BEAVERTON, O R 97007 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) F A: 100941 1 2 503-636-2501 (FAX) VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX ID : PR91— .:41k\,... ..,i0 r 1 :,., 405 `i APPLICANT: PROPERTY OWNER: IN DWG. SCHOLLS FERRY Zy-- VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. PORTLAND GENERAL ELECTRIC USE NO. DESCRIPTION BEEF BEND 17026 SW FRIENDLY LN R'" Cedar Mil i r ,4 4004 KRUSE WAY PL, SURE 0220 121 SW SALMON ST 1 0 k. I LAKE OSWEGO, OR 97035 17TH FLOOR X T-1 TITLE SHEET BEAVERTON,OR 97007 _s, . w /! ( SV-1 SURVEY DAN DUTTON PORTLAND, OR 97204 t a ` " 1 �- PH: (503) 756-3888 MIKE LMNGSTON X GN-1 GENERAL NOTES PROJECT: + �-�"r ' ! PH: (503) 464-8127 X A-1 OVERALL SITE PLAN • 0Cedar III '-.;. - =� ! 114ti � 5 -lids'Fer Rd PROJECT ENGINEER: LTE 2C rY X A-2 COMPOUND LAYOUT PLANS . VELOCITEL INC. TOWER OWNER: AIO 3 \ �� _- — 8432 154TH AVENUE X A-3 EQUIPMENT LAYOUT PLANS ISSUED FOR 0 =esvertona 3 4004 KRUSE WAY PL.., SURE 1220 �• r LAKE OSWEGO, OR 97035 REDMOND, WA 98052-3557 X A-4 ELEVATIONS CONSTRUCTION y - o : y , . , 4i I ® PAUL L(5110133130) 6T3, P.E. GARRR ERICKSON A-5 EQUIPMENT DETAILS SUBMITTALS _ PH: (503) 636-2500 PH: (425) 202-2778 X A-6 EQUIPMENT DETAILS SW P (� CROWN ERE: REV DATE DESCRIPTION BY r1®rldly CONSTRUCTION MANAGER: SCHOLLS FERRY BEEF BEND A-7 SITE DETAILS - , A 12/09/14 PRELIM CDS LM Garden Home•W ord t„ CROWN ID: 855864 A-8 GRADING & EROSION CONTROL PLAN B 01/20/15 PREUM CDS LM 0 VELOCREL INC. A-9 GRADING & EROSION CONTROL DETAILS • 4004 KRUSE WAY PL, SUITE /220 0 03/12/15 FINAL CDS LM •CATIO , •• LAKE OSWEGO, OR 97035 X A-10 GENERATOR DETAILS CA f. I JAY TELFORD A-11 PROPANE TANK DETAILS r '`- SITE LOCATION PH: (503) 636-2500 A-12 SIGNAGE DETAILS CODE INFORMATION: A-13 SIGNAGE DETAILS _• K ct 0 j fd ZONING CLASSIFICATION: R-25: MEDIUM X RF-1 ANTENNA CONFIGURATIONS HIGH-DENSITY RESIDENTIAL X RF-2 RF DETAILS ` BUILDING CODE: IBC 2012 RF-3 RF DETAILS s 4 ^ CONSTRUGTION TYPE: IIB d •r ,r; ;4 "_ '- , ,x X RF-4 RF NOTES 1 1 • OCCUPANCY: UNOCCUPIED X G-1 GROUNDING PLAN F 10094112 �� + N N JURISDICTION: CRY OF TIGARD FA II: X G-2 GROUNDING DETALS IMN BY: LM ,- SITE LOCATION: (BASED ON NAD 83) X G-3 GROUNDING DETAILS cHECICED gr: sN . ,. TAX LOT /: 2S1060001200 T alatin . , NTS LAX LOT N 45' 25' 32.00' (45.42555) G-4 GROUNtNG DETAILS CURRENT DATE ( LONGITUDE: W 127 51' 7.50" (-122.85194) E-1 W1UTY SITE PIAN 03/12/15 - TOP OF STRUCTURE AGL• 80'-O• X E-2 ELECTRICAL DETAILS tj DRIVING DIRECTIONS FROM AT&T OFFICE IN TUALATIN BASE OF STRUCTURE AMSL: t 340.0' E-3 ELECTRICAL DETAILS PROJECT AREA X S-1 PLATFORM MODIFICATION PLAN V START OUT GOING SOUTHEAST ON SW 72ND AVE TOWARD SW COOS CT. TAKE THE 2ND RIGHT ONTO SW SAGERT ST. TURN RIGHT ONTO SW 95TH AVE. TAKE THE X S-2 SECTIONS AND DETAILS ��9 PROff�' 1ST LEFT ONTO SW TUALATIN SHERWOOD RD. SW TUALATIN SHERWOOD RD BECOMES SW ROY ROGERS RD. TURN RIGHT ONTO SW FRIENDLY LANE. SITE IS ON THE APPROXIMATE LEASE AREA: 325 SQ. FT. ± N RIGHT. GENERATOR PAD: 50 SQ. FT. �S�.1G I/.1.4.,4, 4 i • GENERAL INFORMATION: LEGAL DESCRIPTION '' �w7700iPE� 1. PARKING REQUIREMENTS ARE UNCHANGED. m 2. NO IS UNAFFECTED. CITY OF TIGARD �. \ 1 3. NO SIGNAGE IS PROPOSED. •',�1/+� r,_ � AT&T MOBILITY PRIOPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO REVIEWED FOR CODE COMPLIANT$ •0��ch g,O,�O,.(C, N! APPROVAL/SIGN OFF OF DRAWINGS TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 81 FT TIA PtO d f ' v AND AN EQUIPMENT SHELTER INSIDE EXISTING 1,152 SQ. FT. FENCED COMPOUNDOT� O 3I @,T�� Yr CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE AT&T WILL REMOVE/REPLACE FROM TOWER: A RENEWS 06/30/16 P. - CONSTRUCTION MANAGER COMPLIANCE • (1) GSM, (1) 700 LTE ANTENNA PER SECTOR Penult it • -�I'/dy(�-� °' LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER 1 AWS RRH PER SECTOR , t 1 THE INFORMATION CONTNNW NV THIS 0. AT&T WILL INSTALL ON TOWER: Address �t� � "3 ROP:FORMr�TNNE1 USE 15 OR •PROJECT MANAGER DEPLOYMENT MANAGER DISCLOSURE OTHER T RE THAT WHICH (1) WCS LTE, (1) 700 LTE ANTENNA PER SECTOR S>lute#4 r SITE ACQUISITION EQUIPMENT ENGINEER • 1 WCS LTE RRH PER SECTOR RELATES TOD AT&T MOBILITY IS STRICTLY • 1 700 LTE RRH PER SECTOR f' • MOUNT MODIFICATION By: Dates • ZONING INTERCONNECT SHEET TITLE: SITE ACQUISITION MANAGER OPERATIONS AT&T WILL ADD TO EQUIPMENT PAD & SHELTER: ' (1) NEW FIBER SLACK TRAY, (1) DC6-RMU AND (1) ATS TITLE SHEET a PERMITS RF ENGINEER • (1) NEW PATHFINDER RECTIFIER OFFICE COPY ENGINEER MANAGER 1 NEW GENERATOR ON PROPOSED CONCRETE PAD INSIDE EXISTING 1,152 SQ. FT. g i - REVIEWERS SHALL CLEARLY PLACE INMALS ADJACENT TO EACH FENCED COMPOUND SHEET NUMB REV. REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T-1 0 l GENERAL NOTES: GENERAL NOTES: (CONTINUED) CONCRETE urns• (CONi1NU T) 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND }Q�} 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 OWNER REQUIREMENTS. a 8Ll SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS MOBILITY 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 TOWER/POLE NOTES: THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED AT&T MOBILITY CORP. SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 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-165. 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 r JOB SITE TO PROJECT. CONTRACTORS THEMSELVES TRACTO S WITH ALL CONDITIONS S RUCTION THE REQUIREMENTS. ■Vek cites 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 CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO comple[e wireless solutions PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDITIONING 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 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BLK BLOCKING MTL METAL LAKE OSWEGO,OR 97035 FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(? 16 BARS) 2" CLG CEIUNG MFR MANUFACTURE 503-636-2500(MAIN) SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). 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 /5 BARS) 1)¢" LONG CONCRETE MIN MINIMUM SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUE 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) V4" FONT CONTINUOUS NA NOT APPLICABLE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. NIL DOUBLE NIC NOT IN CONTRACT ID : PR91 WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. a DIAMETER NTS NOT TO SCALE SCHOLLS FERRY OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DWG DIAGONAL OC ON CENTER 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 BEEF BEND EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DEL DETAIL PLYWD PLYWOOD 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DWG DRAWING PROJ PROJECT 17026 SW FRIENDLY LN 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOES AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE EA EACH PROP PROPERTY BEAVERTON,OR 97007 THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE ELEV ELEVATION PT PRESSURE TREATED 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 ELEC ELECTRICAL REQ REQUIRED PROJECT: PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE MINIMUM). EQ EQUAL RM ROOM CONTRACT. INSTALLATION. EQUIP EQUIPMENT RO ROUGH OPENING LTE 2C 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 WANED BY ENGINEER AND LOCAL FIN FINISH SIM SIMILAR SSUED 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. FLR FLOOR SF SQUARE FOOT 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED STRUCTURAL STEEL NOTES; FT FOOT 5S 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 STL STEEL REV. DATE DESCRIPTION BY 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 y GALVANIZED STRUCT STRUCTURAL ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AVOID LOW SPOTS AND STANDING WATER. THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. GC GENERAL CONTRACTOR STD STUD A 12/09/14 PRELIM CDS LM LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC GRND GROUND SUSP SUSPENDED B 01/20/15 PRELIM CDS LM AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GYP GYPSUM BOARD THRU THROUGH 0 03/12/15 FINAL CDS LM STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED HORZ HORIZONTAL TND TINNED 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE EXPANSION ANCHORS) SHALL BE BASED ON THE AI.S.C. "SPECIFICATION FOR HR HOUR TYP TYPICAL • 6. CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR HT HEIGHT VERT VERTICAL CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 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 10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. USTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A WIDE FLANGE SHAPES ASTM A992, GRADE 50 - - FA.: 10094112 MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI ■SECTION LINES DRAWN BY: LM PROJECT SITE. 6. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI - - PROPERTY LINES CHECKED BY: SN IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI RIGHT-OF-WAY LINES .0 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KS1 CURRENT ISSUE DATE: A NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 o-•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 Q- - - - °PROPOSED CONTOUR - MINOR 03/12/15 - -1 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL .005 EXISTING CONTOUR - MAJOR STAMP: 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. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS; p -a-COAXIAL CABLE RUN ���p PROff--- f f I MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS -'°--'°-FIBER OPTIC CABLE RUN N 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 -c--■-ELECTRICAL CABLE RUN t/ w 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE -„.,--"„-TELECOM UNDER/OVER HEAD VS ty G I N 4, �O2 DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE _o FENCE SEDIMENT �V 9 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 77001 PE m 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 -' -'-'-x-'-FENCE - CHAINLINK, /W 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 r 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES; WELDED BARS. A U E OIV CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 7 N0 "t 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 �O d''Ci1 g,20 GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES O�/ R T,$�d� r. 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 AI.S.S. • 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 06/30/1P "16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES - NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DA) PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THE INFORMATX)N CorrraNED M THIS w SET OF CONSTRUCTION DOCUMENTS 4 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 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/6" DIA. ASTM pSCLOSURE OTHER THAN THAT WHKH 81.1 • INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE. RE RTES TD AT&T MOBILRY 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 z CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT SHEET TITLE: UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT MANUFACTURERS WRITTEN INSTRUCTIONS. Know what's below. UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. Si), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO Call before dig. GENERAL NOTES 'fi4 CALL 811 TO CONTACT REGIONAL UTILITY you Y 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. y g i REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED 11. TOUCH UP ALL FIELD DRILUNG ,WELDING AND CUT SURFACES WITH 2 COATS OF MIL SHEET NUMBER: REV. Z. SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. STRUCTURAL DRAWINGS AND NOTES SHALL TAKE PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. G N-1 0 n i, ��/ at&t / I CI 1 I OF TIGARD MOBILITY 9N SCO1LS vi0 1t0A0 I � / I Approved by Planning AT&T MOBILITY CORP. 4p9 19801 SW 72ND AVE.,STE.200 / I Date. , TUALATIN,OR 97062 1 TAX LOT • ADJACENT ZONE: / / I Initials: ■velocitel` FD-20 -------- / I complete wireless solutions TAX LOT I TAX LOT 4004 KRUSE WAY PLACE / #0204 1 10100 BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 I 6 3-636-25O1((F) (FAX) IID : PR91 TAX LOT SCHOLLS FERRY 10202 BEEF BEND 17026 SW FRIENDLY LN SITE ACCESS ROAD -EXISTING AT&T BEAVERTON,OR 97007 SHELTER SW FRIENDLY LANE PROJECT: LTE 2C AT&T SITE WITH 8O'± TOWER. -- ISSUED FOR: SEE SHEET A-2 TAX LOT I ———— CONSTRUCTION #1300 ADJACENT ZONE: I EXISTING OTHER CARRIER rY� �'1 I SUBMITTALS co FD-20 SHELTER I - I I REV. DATE DESCRIPTION BY A 12/09/14 PRELIM CDS LM Ill � I B 01/20/15 PREUM CDS LM — — I r 0 03/12/15 FINAL CDS LM I L}__ • 1 61'-10• I I TAX LOT #1700 EXISTING 81'± ------ MONOPOLE I I . I TAX LOT I FA,:11 100 1 0094 1 12 — — _ _ _ ADJACENT ZONE: DRAWN BY: M FD-20 I CHECKED BY: SN i1 I I CURRENT ISSUE DATE: 12 I 03/12/15 '' oa I TAX LOT STAMP: 2 TAX LOT #1000 cn I �1�ED R POfff�, #1200 I 0 o 3.14 ACRES I I cr o ZONE: FD 20 I V�(ro 1 N�� QA}o v cr 3 I 77001 PE') 9 In ea 4'• )-7.:10....... di F _ _ U'E "O -4-,-.., �o c A TAX LOT A.9 rch 9.?O I 11600 I 0 C i • lb,1113s" g. I - - - �- --- — — I SET Of CONSTRUCTION DOCUMENTS 15 i; -- - _ _ THE INFORMATpN CONTNNEO N TH4 1 PROPRIETARY BY NATURE.ANY USE OR TAX LOT DISCLOSURE OTHER THAN THAT WHICH v RELATES TO AT&T MOBILITY IS STRICTLY 1101 I , PROHIBRED. ADJACENT ZONE: I 14 O! TAX LOT I FD-20 1400 LEGEND SHEET TIRE: „ ADJACENT ZONE: I'�t�40 —— SUBJECT PARCEL FD-20 I`111. ■SECTION LINES OVERALL SITE PLAN a I I \I — — PROPERTY LINES I I• I - - RIGHT—OF—WAY LINES SHEET NUMBER: REV. 22%34'SCALE: 1:40 I A-1 11 x17,SCALE: 1:130 OVERALL SITE PLAN 0 '-- - at&t EXISTING EDGE EXISTING EDGE ,,,/4 - MOBILITY OF GRAVEL --'� OF GRAVEL ACCESS DRIVE ACCESS DRIVE\ AT&T MOBILITY CORP. \\\\ 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 24' EXISTING Ilvelocitele EXISTING EQUIPMENT EQUIPMENT EXISTING 6" complete Wireless solutions EXISTING 6" EXISTING H-FRAME BOLLARD, TYP EXISTING H-FRAME BOLLARD, TYR EXISTING 4004 KRUSE WAY PLACE EXISTING EXISTING 10'-0" WIDE BLDG.4004,SUITE#220 EXISTING 10•-0" WIDE METER DOUBLE METER DOUBLE ACCESS GATE LAKE OSWEGO,OR 97035 503-636-2500(MAIN) ACCESS GATE ° ° 503-636-2501(FAX) ---1 -- , f ,--__1 . --- ° ° I ID : PR91 \` /� I ° I \` �� 1I1 I �^-}-�-� '— —o� w L SCHOLLS FERRY BEEF BEND 17026 SW FRIENDLY LN 11.--5. I BEAVERTON,OR 97007 I I EXISTING EXISTING HVAC UNIT I I - I (TYP) PROJECT: HVAC UNIT I I I I (TYP) i i•—•--- ri I I I i LTE 2C -,—.—__ I I I I 10' ISSUED FOR: I CONSTRUCTION EXISTING i I 2'-6s I _ EXISTING SHELTER I (SEE A 3) SHELTER SUBMITTALS II I (SEE A-3) REV. DATE DESCRIPTION BY I EXISTING A 12/09/14 PRELIM CDS LM B 01/20/15 PRELIM CDS LM I I UTILITY PULL 0 03/12/15 FINAL CDS LM I Box TYP II W I EXISTING EXISTING CONCRETE I EXISTING I I ICE N I I STOOP UTILITY PULL I I BRIDGE EXISTING - I BOX (TYP) 3'-6" I I PROPOSED I I ACCESS II SLACKFIBOX D000R t _ . - EXISTING I FA/: 10094112 BRIDGE I I EXISTING I M PROPOSED DRAWN BY. LM AUTOMATIC EXISTING I I LTE GPS TRANSFER CHECKED BY: sN o I I LTESGPS I CONCRETE I I I SWITCH CURRENT ISSUE DATE: s STOOP i I EXISTING FIBER I ,_ 5' MIN. I PROPOSED 03/12/15 EXISTING EXISTING SLACK BOX • BOLLARDS STAMP: �' :i:1 •I SLACK FIBOX I I 3'-6" I (�-� (TYP. 2) ACCESS :.... o DOOOR TYP 'N PROPOSED c I I PR 0 D . , f • o_ E f r GENERATOR t/ `L V I EXISTING G o N I N I 0 MI RIN G F sil C / PR :LD ■ GE NERATOR 1 0_ RECPTACLE �`� I ' 1 AD I I I I .... :,:,:,.. EXISTING (6) L=—.—. — .—.—,—.—.—.—,-I L=—..��—,'� = .—=J— E RUNS OF "OREGOND L,—,_, — .—,—,—,—,—,—,J L.—. —. .—_—.—.—.—,J 1-5/8" COAX, PROPOSED (2) 48V EXISTING MICRIN -, +* ° EXISTING 80't (6) RUNS OF EXISTING NON-AT&T EXISTING (12) RUNS DC POWER AND (1) GENERATOR RECEPTACLE A� �C(T 9,20 M EXISTING NON-AT&T EXISTING (12) RUNS MONOPOLE 7/8" COAX & SHELTER OF 7/8" COAX FIBS CABLES EXISTING (6) RUNS OF O`/ # 1••T1v� SHELTER OF 7/8" COAX (2) RUNS OF EXISTING ICE EXISTING ANTENNAS PROPOSED DC SURGE 1-5/8" COAX, (6) RUNS EXISTING ICE EXISTING FENCE W/ NOT SHOWN FOR 1/4 COAX BRIDGE PROTECTOR (SQUID) OF 7/8" COAX & (2) RENEWS 06/30/16 - BRIDGE BARBED WIRE TOP CLARITY (SEE RF-1) EXISTING FENCE W/ RUNS OF 1/4" COAX E EXISTING FENCE W/ THE INFOR RTION COMAINED N THIS BARBED WIRE TOP EXISTING FENCE W/ / BARBED WIRE TOP EXISTING 80't SET OF CONSTRUCTION DOCUMENTS IS BARBED WIRE TOP MONOPOLE PROPRIETARY BY NATURE.ANY USE OR EXISTING ANTENNAS NOT SHOWN FOR DISCLOSURE OTHER TFNM THAT TW H 1,_ (N CLARITY (SEE RF-1) \N RELATES TO AT&T MO&LffY 5 STRICTLY PROHIBITED. ,1 PROPOSED ANTENNAS NOT SHOWN ���`��■ FOR CLARITY, SEE RF-1 4 ';, B . SHEET TIRE: �1��I– ` 4�a$ COMPOUND LAYOUT PLANS SHEET NUMBER: REV. 22•x34• SCALE: 1•-5' 22%34• SCALE: 1•-5' 0 EXISTING COMPOUND LAYOUT e 1r,n• SCALE: +•-+o' o' s 10• 2 +rxn• SCALE: +•-10' o• s• 10• PROPOSED COMPOUND LAYOUT 1 /"� at MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 ■velocitel® complete wireless solutions EXISTING DESK EXISTING DESK 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 EXISTING AT&T SHELTER EXISTING AT&T SHELTER LAKE OSWEGO,OR 97035 503-636-2500(MAIN) EXISTING CABLE TRAY EXISTING CABLE TRAY 503-636-2501 (FAX) (VIE.) (V.I.F.) _ EXISTING SHELF EXISTING SHELF ID : PR91 SCHOLLS FERRY N EXISTING GSM CABINETS EXISTING GSM CABINETS BEEF BEND 17026 SW FRIENDLY LN EXISTING TELCO BOARD I EXISTING TELCO BOARD---...,,..„.. ..) BEAVERTON,OR 97007 I -]1 PROJECT: 7.7 H I ] EXISTING PDU CABINET (24V) LY•SriNG 19" RACK W/ LTE J EXISTING PDU CABINET (24V) LTE 2C EXISTING 19" RACK (TO BE REMOVED) EQUIPMENT. (TO BE REMOVED) CONSTRUCTION w/ LTE EQUIPMENT - PROPOSED FIBER SLACK TRAY & (1) DC6-RMU SUBMITTALS EXISTING BATTERY EXISTING GSM CABINETS EXISTING GSM CABINETS STACK (TO BE REMOVED) x15TING BATTERY STACK (f0 BE REMOVED) RAV• /09E DESCRIPTION CDS BY A 12/09/14 PRELIM CDS LM B 01/20/15 PRELIM CDS LM PROPOSED (1) 0 03/12/15 FINAL CDS LM OIi PATHFINDER RECTIFIER 0 I ' EXISTING UMTS ---7.—ca— EXISTING UMTS --- -- CABINET II CABINET —MirOw/i ' EXISTING UTILITY PULL `I EXISTING UTILITY PULL BOX (TYP) I II!�i i�1 BOX (TYP) L._ m1 ;i_!! 1 'I� EXISTING ARGUS , EXISTING ALARM BOX EXISTING ARGUS I I EXISTING ALARM BOX I POWER RACK .1 POWER RACK 1 - .I FA/: 10094112 - I I----- DRAWN BY: LM e EXISTING BATTERY EXISTING BATTERY Ill CHECKED BY: SN STACK STACK 1 L�� CURRENT ISSUE DATE: III 03/12/15 EXISTING (2) 48V DC POWER O EXISTING (2) 48V DC POWER [II 0 ? AND (1) FIBER CABLES AND (1) FIBER CABLES a r�. STAMP: ROUTED TO EXISTING DC ROUTED TO EXISTING DC Pi II V SURGE PROTECTOR (SQUID) SURGE PROTECTOR (SQUID) fp 41 EXISTING FIBER OPTIC RACK EXISTING FIBER OPTIC RACK PROPOSED 2 48V DC POWER u�EXISTING BATTERY O EXISTING SERVICE PANEL j' CI I N AND (1) FIBER CABLES ROUTED ICi1 [1 � 'l it+ /f/ STACK EXISTING SERVICE PANEL I.aa TO PROPOSED DC SURGE I @ W 7001 PE " ' PROTECTOR (SQUID) dill 0 ' PROPOSED AUTOMATIC �� i m I EXISTING SURGE SUPPRESSOR EXISTING BATTERY IrI ,Ire......., TRANSFER SWCH_= __� STACK == OREGON EXISTING DISCONNECT (BELOW) �=**I° EXISTING SURGE SUPPRESSOR 'LI ,�O MANUAL TRANSFER SWITCH ,� arch 9,20 EXISTING DISCONNECT BELOW EXISTING GROUND EXISTING MICRIN GENERATOR EXISTING GROUND MANUAL TRANSFER SWITCH ) O C/ • 04- •,"OP c' BAR PLUG BAR RENEWS 0630/16 PLUG MICRIN GENERATOR I THE OF CONSTRUCTION CONTAJNED DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH v RELATES TO AT&T MOBILITY IS STRICTLY a PROHIBITED. 0 (N (N � � as ii"$ 044;7N,1— SHEET TITLE: —44414 /— —018►4$ EQUIPMENT LAYOUT ��■ %11I PLANS II I SHEET NUMBER: REV. &I 22%34'KALE: 1"-2.5' EXISTING EQUIPMENT LAYOUT 2 1I l7•SCALE: 1•-2'5' /� 0 'l 11%17.SCALE: 1'-5' 2.5 s %n•SCALE: r-s' 2.5' s PROPOSED EQUIPMENT LAYOUT 1 /'1 EQUIPMENT/CRANE NOT 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY „ TO EXCEED 120' OTHERS. TOWER OWNER RESPONSIBLE FOR }Q } PROPOSED HANDRAIL REVIEW OF PROPOSED ANTENNAS. a &l 2. PAINT PROPOSED ANTENNAS TO MATCH ' • MOBILITY EXISTING (WHEN APPLICABLE). -°_',-- PROPOSED LTE 700/1900 ANTENNA EXISTING UMTS PANEL ANTENNA 3. CONTRACTOR TO VERIFY RF DATA WITH (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL VELOCITEL CONSTRUCTION MANAGER AT&T MOBILITY CORP. RELOCATED AND/OR RF ENGINEER PRIOR TO 19801 SW 72ND AVE.,STE.200 - EXISTING GSM PANEL ANTENNA - (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING LTE 700 RRH (1) PER CONSTRUCTION TUALATIN,OR97062 EXISTING UMTS PANEL ANTENNA PROPOSED LTE WCS ANTENNA 4. RAD CENTER TO BE AMENDED FROM RFDS - EXISTING LTE PANEL ANTENNA (1) PER SECTOR, (3) TOTAL TO BE SECTOR, (3) TOTAL, RELOCATED (1) PER SECTOR, (3) TOTAL PER EMAIL FROM PIERO ROVANI DATED (1) PER SECTOR, (3) TOTAL TO RELOCATED 2/9/15 a BE REPLACED OVERALL HEIGHT PROPOSED HEIGHT NOT TO EXCEED ■velocitel O±B9'-0" AGL 97'-0" AGL OR TOWER complete wireless solutions II I 1 ERAD CENTERPVARIESE(SEEE NOTE I \ ANTENNA TIP HEIGHT ($EE NOTE 4) BLDG4004,SUITE#220 I-- _�'-I�1 \ ; iii!ili t85'-7" AGL LAKE OSWEGO,OR 97035 ©TOP OF TOWER / •. ! !; EXISTING TMA t80'-0" AGL PROPOSED LTE WCS RHH 503 636-2500(MAIN) ' li (2) PER SECTOR, (6) TOTAL, (3} TO "'\,. rr� (1) PER SECTOR, (3) TOTAL 503-636-2501 (FAX) — BE RELOCATED & (3) TO BE PROPOSED LTE 700 RHH I REMOVED (1) PER SECTOR, (3) TOTAL I EXISTING TMA EXISTING LTE 700 RRH (1) PER EXISTING LTE 700 RRH 1 PER (1) PER SECTOR, (3) TOTAL, ID : PR91 O O RELOCATED li SECTOR, (3) TOTAL, TO BE SECTOR, (3) TOTAL, RELOCATED I CITY OF TIGARD SCHOLLS FERRY I.'' RELOCATED EXISTING GSM PANEL ANTENNA II{�I1 EXISTING SURGE SUPPRESSION _ I[1 I u{ I I I roveb Planning DISTRIBUTION UNIT it PROPOSED MOUNT MODIFICATION (S Approved OR 97007 II, S-1 AND S-2) n I. L!iI: I I ■. 1, I EXISTING SURGE PROTECTOR (RELOC!l ate. l' r i III I I TO CHAIN MOUNT) PROJECT. LTE 2C 141; EXISTING OTHER CARRIER ANTENNAS I Initials: ISSUED FOR: li — ' CONSTRUCTION 1111 1. SUBMITTALS I REV. DATE DESCRIPTION BY II A 12/09/14 PRELIM CDS LM II 0 I B 01/20/15 PRELIM CDS LM O 0 03/12/15 FINAL CDS LM EXISTING MONOPOLE 0" I 5) o (6) EXISTING 7/8" COAX & (3) Ill{I{ o EXISTING 1 5/8" COAX TO BE •9 l REUSED. (3) EXISTING 1 5/8" HI �I N N II 1 q COAX TO REMAIN. (12 TOTAL) fJ Hill w a 111 111 �° FA,/: 10094112 EXISTING (2) 48V DC l� 0 a PROPOSED (2) 48V DC DRAWN BY: LM POWER CABLES & (1) EXISTING ao o POWER CABLES & (1) CHECKED BY SN ° EXISTING FIBER CABLE II( GPS ANTENNA - ? PROPOSED FIBER CABLE I1I; FROM EQUIPMENT SHELTER I o° FROM EQUIPMENT SHELTER CURRENT ISSUE DATE: 2 TO SURGE SUPPRESSION III _c TO SURGE SUPPRESSION �, 03/12/15 DISTRIBUTION UNIT oo rn DISTRIBUTION UNIT I STAMP:II ��E� PRafII S� z rr rr EXISTING III FOR GROUND EQUIPMENT, why 7 yt'4:4 D.. LTE GPS ANTENNA ill SEE A-2 7001 PE vl � 1 ��'I .. EXISTING EXISTING EXISTING i ct III CE BRIDGE EQUIPMENT SHELTER CHAIN LINK FENCE W/ z BARB WIRE i M 11L11( EXISTING I I ``% A �Ch 9,20 „k BOLLAR (TYP) I; � O\. .OREGONo r"T188 ' I—:-I iiiEN" I . �III�IIMMIN I ENEWS 06/30/,G - : .. ............. ..................... .......................... ......................... ................... ................................. _........ :::,v.,. -a,:: ... THE INFORMATION CONTAINED N THR ::.::............. ................................................ ......................... ......:........:::::.....L.................................I ?�.Ik•.:<.;a II I{ !r. z• :. >Jr•I.k.2 r 4 •.,:,<:q,:d,.'?.;I J SET OF CONSTRUCTION DOCUMENTS R _:::::::::::..:::::.:::. .3 rr:# ,�°•.,u2� � PROPRIETARY BY NATURE.ANY USE OR II . III II I II I h° y:IIH`:j$ >} 11' 71 r .I, 11: ;I DRCLOSURE OTHER THAN THAT WHICH 0 •4 III'•r. ,:y,;,;; RELATES TO AT&T MOBILITY IS STRICTLY -ij GRAD R II;: ;.:.:..:::•... ..:::: :.II:::::::.•,•:.•,•::::,..... I ::::. GRADE REF ��: ,.. 9::ti..ti /:,:::.,co.•.:.'::,,.. PROHIBITED. 0'-0" (ASSUMED) -� - a° 0-0 ASSUMED • SHEET TIRE: 7 ELEVATIONS NON-AT&T EQUIPMENT NON-AT&T EQUIPMENT -- NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY SHEET NUMBER: REV. "x34- SCALE: NTS 22"x34- SCALE: NTS 11%1r scuE: NTS EXISTING ELEVATION 2 „"x„- scvE, NTS PROPOSED ELEVATION 1 A -4 0 MANUFACTURER: ROSENBERGER MODEL: FB-15-ABOX CEO 10505 EXCESS FIBER CABLE ENCLOSURE: 18"W X 18"H X 4"D •' -''' a l�l i t CAPACITY: 35m (115'±) OF 10MM CABLE 'r4�". MOBILITY ht.......- MOUNTING OPTIONS PER MANUFACTURER: WALL, H-BRACKET OR PIPE UP TO 3.5" 0.D. AT&T MOBILITY CORP. . 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 CABLE TO ENTER ANY OF THE �. �IR • (4) SIDES AND EXIT ANY OF It C ■velocitel® • THE (3) REMAINING SIDES / compl•t• wIr•I•ss solutions , 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 503-636-2501(FAX) REMOVABLE COVER NOT •• ID : PR91 SHOWN FOR CLARITY III SCHOLLS FERRY BEEF BEND SCALE : NTS NOT USED 6 SCALE : Nrs FIBER LOOP ENCLOSURE 15 17026 SW FRIENDLY LN BEAVERTON,OR 97007 4o0p�00 00 00 00 00 0 , �rnnndL�nn es nn ea nneQi' MANUFACTURER: RAYCAP MODEL: DC6-48-60-RM PROJECT: 4L HEIGHT: 3.469"; 2U • LTE 2C O 0 WIDTH: 17.23"; 19" ISSUED FOR: DEPTH: 15.40" CONSTRUCTION WEIGHT: 21 LBS Q Q 0 Q 0 U Q g //RHH: 6 PROTECTED SUBMITTALS in Q Q 0 0 0 0 MODEL: DC12-48-60-RM DATE HEIGHT: 27 LBS A 12/09/14 PRELIM CDS LM 1 Q 0 0 Q 0 0 0 I •/RHH: 12 PROTECTED B 01/20/15 PRELIM CDS LM 0 03/12/15 FINAL CDS LM NOT USED 19 U U - • 2U -. TWO RACK UNITS TOP 19" W/ MOUNTINGS r 17.23' WIDE N • FRI: 10094112 • o DRAWN BY: LM 11 �O`r`�'H���• °v p ��� i_ CHECKED BY: SN p I.e 9b ow J.:=7.:(=;.=9* �0 •QO • ,2 I a _ -• .o FRONT CURRENT ISSUE DATE: 'S 03/12/15 34 NOT USED SCALE : NTS RACK MOUNT DC SURGE SUPPRESSOR 3 STAMP. U MANUFACTURER: ROSENBERGER • RRACK UNIT �S�,ED PROFS fJ, MODEL: FB-SLF001-000 DIMENSIONS: 17" WIDE x 1.75" HIGH (1U•) x 12• DEEP VS �G 1 111 F� Q#... ,„, CAPACITY: 20m (65'±) OF 10MM CABLE i �' 7001 PE� m ea 1 �� 1 1 • STANDARD 19" • • EQUIPMENT RACK �OIREGOND ° r'_ _ Q / 'd arch 9.Z° AC• •L•111 �%M. ° /[1r,. T18 :a ,NEWS 06/30/16 s l(I/ ,� O ° 1 �� ,.N THE INFORMATION COMPARED N THIS cs �N'l� /� SET RI CONSTRUCTION NATURE.EoANYEUSE IS `� DISCLOSURE OTHER THAN THAT WHICHR 2 RELATES TO AT&T MOBILITY IS STRICTLY• r " \ REMOVABLE COVER PROHIBITED. a ". (NOT SHOWN) SHEET TITLE: REMOVABLE 19" EQUIPMENT RACK EAR, TYP a` DETAILS o ° I SHEET NUMBER: REV. NOT USED 18 NOT USED 7 SCALE : NTS EXCESS FIBER CABLE ENCLOSURE 12 NOT USED I 1 _ A-6 o MANUFACTURER: KOHLER CO. 9'-2" 3'-6" 1' MINIMUM REQUIRED MODEL: 50REOZJD 7 -- -. P/N: ADV-8017 DIESEL 2'-11• CLEARANCE FOR AIRFLOW at&t LENGTH: 91.34' GENERATOR 4- GENERATOR r MOBILITY WIDTH: 42.12" HEIGHT: 49.85" ob TANK P/N: GM79144-MA2 AT&T MOBILITY CORP. LENGTH: 109.00" 19801 SW 72ND AVE.,STE.200 WIDTH: 40.94" TUALATIN,OR 97062 HEIGHT: 20.00" " CAPACITY: 173 GALLONS 4E:) 0:" N • ASSEMBLED `1 "� r ■` 'elO^IteIE LENGTH: 110.29" v WIDTH: 42.12" ' s - _ C" complete wireless solutions HEIGHT: 69.86" - 4004 KRUSE WAY PLACE WEIGHT: 3263 LBS -` `- I I F�[�r' -. Li— �— BLDG.4004,SUITE#220 MINIMUM CLEARENCE OF 1'-0" DIESEL H H REQUIRED ON NON-SERVICING TANK 151 10-1 R I I CO LAKE OSWEGO,OR 97035 SIDES OF GENERATOR TO MEET a 503-636-2500(MAIN) AIRFLOW REQUIREMENTS. / //\\//\\ . - ' '_ ' ,: \\\\/\/ /\/ / //\/ /� \\/\\/\/// 503-636-2501 (FAX) \/\ Iret rl!!%i 1 Tit l iiilOZI 1✓itI1✓%Y 1 I M ZI 1 it 1 iiil!lii�01111 ` l \X\�\ 1rri-1!�t egae ie1Viie1 i Ir.' //\\/X\/ /\ r� / r r•� r r r . r r" r r /� �\,\/ \. r r' r'' r'' \\. \//./i./i./i./i./i./i./i./i 1 0' (SLAB) /i,/i./i,/i, i, i,/i./i\ \/ r:::\../..„ ./i./i./i 5' ( ) /' / /./ //\/ ID : P R 91 SCHOLLS FERRY .EBQNI SIDE BEEF BEND SCALE NTS DIESEL GENERATOR DETAIL 5 17026 SW FRIENDLY LN BEAVERTON,OR 97007 NOTE: / CONCRETE CAP / 1. CONCRETE SHALL HAVE A 28 DAY PROJECT. SPECIFIED COMPRESSIVE STRENGTH OF I LTE 2C NOT LESS THAN 2500 PSI ISSUED FOR: 6"0 CARBON STEEL PIPE (FILLED WITH CONCRETE AND D) CONSTRUCTION PAINTED CAUTION YELLOW SUBMITTALS REV. DATE DESCRIPTION BY EXISTING GRADE 12/09/14 PRELIM WS LM (MATCH EXISTING) 8 01/20/15 PRELIM CDS LM OR FIN GRADE 0 03/12/15 FINAL CDS LM '>//i//i// //\ %l/\ . `// j� i 12"X48" DEEP \\ CONCRETE PIER \ • //∎ co \■ \ Z //�1 /� FA/: 10094112 In 12" DRAWN BY: LM MIN, CHECKED BY: SN I CURRENT ISSUE DATE: 03/12/15 5 24'x36"SCALE: NTS NOT USED 4 SCALE : NTS BOLLARD DETAIL 3 STAMP: 2 11'x17"SCALE: NTS u _ - __. - - p NOTE: NOTE: oAI PRoff 7 1. VERIFY GENERATOR AND OR PROPANE TANK SPECS PRIOR TO CONSTRUCTION. 1. ONE CALL" SERVICE SHALL BE - SURFACE MATERIAL P off - 7 FROST DEPTH NOT CONSIDERED PER IBC 2013 SECTION 1809.5 EXCEPTION 2 (FREE STANDING BUILDINGS WITH 400 SQUARE FEET OR LESS CALLED PRIOR TO EXCAVATION SEE NOTE 3 TO MATCH EXISTING ` G I N£� 2 FOR OTHER THAN LIGHT-FRAMED CONSTRUCTION) 0•Arl;Al x"0111 AGO"Ai O•A!�'Ai�;AQQ;At4i;Ate l ' AV 9 3. INSTALL (4) HILTI HSL-3M12 ANCHOR BOLTS WITH AN EFFECTIVE EMBEDMENT DEPTH OF 3.15" (SURFACE FLATNESS MAX Y4" IN 10'-0") 2. DETAIL SHOWN IS FOR ONE CONDUIT. �• 7001 PE r 4. FIELD VERIFY EXISTING CONDITIONS. MULTIPLE CONDUITS CAN BE PLACED 0.41 R �•A• • •- •s'lvAMI^•IyA•V.44;IIP'a•11P'a � I If, A MINIMUM SEPARATION ER ITHE S \//.C�//\ , "&' ti 4 ti,., E MAINTAINED.OC CALLPCASESITHE \\\//� ///. 4OREGONo MINIMUM CENTER TO CENTER m OPTIONAL DATA /i/ //� SLOPE TO SUIT SOIL A arch 9,2� 0 SPACING BETWEEN CONDUITS IS 0 P OR TELCO \\ �\ CONDITION IN ACCORDANCE 0 c I ' �� +• (3) #4 BARS CONT. W 3-0" MIN #4 0 6" O.C. TOP W/ o 4 /\/ WITH LOCAL REGULATIONS 0.TO / 1'-0" (NOT REQUIRED FOR COAX). \^ LAPS 0 6" O.C. TYP ALL ENDS OPTIONAL-2' 6" LAP O.C. 3. CONTRACTOR SHALL RESTORE THE \ S_• /\ COMPACT BACKFILL TO 90% MAX RENEWS 06/30/16 TOOLED EDGE PERIMETER #4 ® 12" O.C. 3" CLEAR TO TOP 3" CLEAR TO END OF BARS TRENCH TO ITS ORIGINAL CONDITIONS V //j DRY DENSITY, 95% MAX DRY BY EITHER SEEDING OR SODDING ')�1 0 \\ \ DENSITY FOR VEHICLE AREAS THE INFORMATION CONTAINED W THIS BOTTOM OF BARS GRASS AREAS, OR REPLACING // SET OF CONSTRUCTION DOCUMENTS Is ASPHALT OR CONCRETE AREAS TO / UTILITY WARNING TAPE[AND 2" MINIMUM PROPRIETARY BY NATURE.ANY USE OR EXISTING GRADE ITS ORIGINAL CROSS SECTION. /� DISCLOSURE OTHER THAN THAT WHICH O _ \ RELATES TO AT&T MOBILITY IS STRICTLY v v. . / SAND BEDDING PROHIBITED. a /\\/\/\////.4 - e• • • • /\\ \A\ - 4. CONTRACTOR TO SHORE VERTICAL /, \ \/ /\\ - 5� •1 •1 t- '1 • . • �I it "•1 :_ 7 'ft \ /‘ /� ��� POWER, TELCO OR COAX CONDUIT / �N"" � � 4�a�" ��"�r ��' fig' /\, EXCAVATIONS ANYTIME CONDITIONS � \\\/\\ \\ \\ \\ \\ \\ \\ A\ \\ \\ A\A\•A\•\ \ \\�>. WARRANT RI PROTECT PERSONNEL 3" MIN (SCHEDULE 40 PVC) SHEET TITLE: AND MATERIALS OR AS REQUIRED BY GENERATOR 4" COMPACTED, CRUSHED ROCK 3" CLEAR TO TOP 7" 2500 PSI OSHA AND LOCAL REQUIREMENTS. DETAILS i FILL ON UNDISTURBED SOIL AND BOTTOM OF BARS CONCRETE SLAB •c SHEET NUMBER: REV. SCALE : NTS CONCRETE PAD DETAIL 2 SCALE : NTS UTILITY TRENCH DETAIL 1 A-1 0 0 • PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE ► =' SUPPLIED BY AT&T WIRELESS,FROM RF CON FIG DATED: 11/18/2014 BY: Carol Fritz 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY , ice,-. , at&t OTHERS. TOWER OWNER RESPONSIBLE FOR MOBILITY DC SURGE AND MECHANICAL REVIEW OF PROPOSED ANTENNAS. ANTENNA ANTENNA RAD CENTER(FEET AZIMUTH DISTRIBUTION FEEDER TYPE FEEDER LENGTH DOWNTILT 2. PANT PROPOSED ANTENNAS TO MATCH EXISTING SECTOR PO5 TECHNOLOGY MAKE ANTENNA MODEL AGL)(SEE NOTE 4) (DEGREES) TMA MODEL QTY (QTY) (LTE) (FT) (DEGREES) (WHTN 3. CONTRACTOR TO VERIFY RF DATA WITH AT&T MOBILITY CORP. E - 1 LTE WCS Kathrein 80010866 VARIES-TIP HEIGHT=85.6 60 0 VELOCITEL CONSTRUCTION MANAGER AND/OR RF 9801 SW 72ND AVE.,STE.200 ENGINEER PRIOR TO CONSTRUCTION TUALATIN,OR 97062 2 UMTS850/1900 Kathrein 742-265 VARIES-TIP HEIGHT=85.6 45 LGP 2140 2 0 4. RAD CENTER TO BE AMENDED FROM REDS PER • A 3 GSM850 Kathrein A P 1417-8801940-65 VARIES-TIP HEIGHT=85.6 45 0 EMAIL FROM PIERO ROVANI DATED 2/9/15 ' 4 LTE700/1900 ALU AA 31R52703AAAA VARIES-TIPHEIGHT=85.6 60 0 ■velocitel 1 LTE WCS Kathrein 80010866 VARIES-TIP HEIGHT=85.6 195 0 - complete Wireless solutions 2 UMTS 850/1900 Kathrein 742-265 VARIES-TIP HEIGHT=85.6 180 LGP 2140 2 (1)FIBER/ 0 B VARIES 3 GSM 850 Kathrein AP 1417-8801940-65 VARIES-TIP HEIGHT=85.6 180 DC6 48-60 18 8F(1) (2)DC 0 4004 KRUSE WAY PLACE 4 LTE 700/1900 ALU AA 3JR52703AAAA VARIES-TIP HEIGHT=85.6 195 0 BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 1 LTE WCS Kathrein 80010866 VARIES-TIP HEIGHT=85.6 310 0 503-636-2500(MAIN) 2 UMTS 850/1900 Kathrein 742-265 VARIES-TIP HEIGHT=85.6 300 LGP 2140 2 0 503-636-2501 (FAX) C 3 GSM 850 Kathrein AP1417-8801940-65 VARIES-TIP HEIGHT=85.6 300 0 4 LTE700/1900 ALU AA 31R52703AAAA VARIES-TIPHEIGHT=85.6 310 0 ID : PR91 SCHOLLS FERRY BEEF BEND 17026 SW FRIENDLY LN BEAVERTON,OR 97007 EXISTING TMAs, O (4) PER SECTOR, 00 PROPOSED LTE SECTOR SECTOR (12) TOTAL TO BE <O ,`,Z, SFC WCS ANTENNA, PROJECT: SECTOR se,„ RELOCATED �S���J ALPHA �1T' ?,• (1) PER SECTOR, ALPHA LTE 2C y, • J)•• Pti Fitt Z2 (3) TOTAL ISSUED FOR: GAMMA 'Vq �T� .. h� ANTENNA,GSM 2!a�� �N �� CONSTRUCTION SECTOR �l�, l90 .r• 4 SUBMITTALS J�O• X00 c..) A. (1) PER SECTOR, qr/�G Q� (3) TOTAL GAMMA Gly O . SF c., �O(3 EXISTING UMTS ANTENNA, REV. DATE pESCRIPTION BY Th kW ' '�` W` 1 PER SECTOR, (3) TOTAL Ap • N �O ( ) ( ) A 12/09/14 PRELIM CDS LM we:j • \�--,, ���� O SF �l =i��. �� B 01/20/15 PRELIM CDS LM =■�1 1°' 4494 C• '`Mirk J 0 03/12/15 FINAL CDS LM SFC �l���� )c ' ' EXISTING TMAs, `�� CSM •������ ,jjJ C�c��h�\� EXISTING LTE (2) SECTOR, (6) RELOCATED J0y< ,50 "P a ANTENNA,/4f 00 cGA ?' (1) PER SECTOR,U �..........__. 5 tS� (3) TOTAL TO BE S ,rri�: -t�s� 0 ,. EXISTING GSM I7i ' REPLACED F .� cr 0 •+e• ��� P �yT�C C• A—,� ��% 0�• ANTENNA, •ii i' ��. O `/1y{'q el:flj �� �� •Q, 0 (2) PER SECTOR, VENN=N���! 10 VCS JO .S ♦� � (6) TOTAL - EXISTING 700MHz RRH, L. �� � "P 6d /4/ 900 FAj: 10094112 (1) EACH PER SECTOR, == r - . �Fq� � � �� DWN Br: M (3) TOTAL TO BE �� � PN 2.' ,•j ,0`S CHECKED BI: SN RELOCATED . � F �• i.r���= r CURRENT .ISSUE DATE:��� �1 / =, ��-�oQ��� 03/12/15 Wire 2 q eC '=�` _ '�—���-\,;0 '�' ,�� JIFS=��� =a` •' 45'.�a�P STAMP: , , .�. Ht. 0 300•S 8S �.i `��■�=iii !r b`,-' �:i�i�� �`�' �1 PR4f[ qZ / I�� �.r� • EXISTING UMTS `` pp ,, /tile 900 ■�i .��atIwow - C) ANTENNA, a����W�A��1�i��i4���= , MANUFACTURER: KATHREIN 1-° 71® • CONTRACTOR TO VERIFY RF DATA AND RRH Vii—_ PART # 800 10866 LAYOUT WITH VELOCITEL CONSTRUCTION }Q .: -'��\ LENGTH: 96.1" MANAGER AND/OR RF ENGINEER PRIOR TO .,��`' a`O(l WIDTH: 14.8" CONSTRUCTION PANEL ANTENNA \�,1 MOUNTING PIPE ��,l MOBILITY 4% \ DEPTH: 6.7" AT&T PANEL ' \,,11� WEIGHT: 77.2 lbs. "�,/ ANTENNA, TYP ��� _ _ _ II AT&T MOBILITY CORP!I! ' I� 1980 TLIALATNN,OR 97062 200 e `r` '1; LE _ I. � ark,: .Tail: .i:7: .TasT. ��, �m, .-. �m, ■velocirel� ';' �i 'I i - _i_ -_ �_I I_I r_I I_I �,/• CHAIN MOUNT OR EQUIVALENT *RRH I-I I I I—I I—I RRH '� '` RF CONNECTORS, TYP — _ complete wireless solutions t� Silt PRO STAND 1=1 �_� i_i 4004 KRUSE WAY PLACE OFF ARM OR BLDG.4004,SUITE#220 2 3/8"0 PIPE - r S EQUIVALENT !'i Pill I I !i� LAKE OSWEGO,OR 97035 �� m m m 503-636-2500(MAIN) • 503-636-2501 (FAX) beg 4 •001 RAYCAP "SQUID" /�� ��� DC SURGE -- m� hI mi �I� PROTECTOR (TYP) �_'l,+` .. 4 EIS NIA OIL !I! ID : PR91 SCALE : NTS p 14.8• SCHOLLS FERRY BACK VIEW BEEF BEND SURGE PROTECTOR(S)-CHAIN MOUNT 9 SCALE : NTS LTE ANTENNA DETAIL 8 17026 SW FRIENDLY LN AT&T PANEL BEAVERTON,OR 97007 : � ANTENNA, TYP APPEARANCE MAY VARY 11" DYl RAYCAP DC SURGE PROJECT: PROTECTOR, "SQUID" MANUFACTURER: ALU M ‘_, -Iv ISSUED FOR: LTE 2C PARTS: 3JR52703AMA ow�m CONSTRUCTION �I +, LENGTH: 96' ■■ DC6 SURGE PROTECTOR MOUNTING PIPE e WIDTH: 12.2" C_�_�_ (SQUID, TYP) RRH SUBMITTALS DEPTH: 12.7" MOUNTING PIPE --- i�� REY• DATE DESCRIPTION BY WEIGHT: 126 lbs. --- --- \ _ RRH LOCATIONS WILL VARY A 12/09/14 PRELIM CDS LM ��� " = DC6 SURGE PROTECTOR FIBER & DC FROM PER ANTENNA MOUNT. REFER B 01/20/15 PRELIM cos LM CCU Co := MOUNTING BRACKET, TYP DC6 TO RRH TO RF SYSTEM SCHEDULE o 03/12/15 FINAL CDS LM --m iI 1�,• FOR SPECS AND QUANTITIES Ilill z . RF CONNECTORS, TYP � v, m (1) FIBER AND FIBER & DC FROM sTr TT 1, �1 -rn (2) DC RUNS I / DC6 TO RRH • I I FROM LTE RACK / 1 1 MOUNTING BRACKET OR CABINET 1 / BY MANUFACTURER 5' MINIMUM RADIUS BRASS CABLE MARKING TAPE FA/: 10094112 � i r---, ON COAX JUMPERS AND TAGS WHERE THE COAX DRAWN BY; LM MANUFACTURER: RAYCAP CABLE CONNECTS TO THE tl 00 00 MODEL: DC6-48-60-18-8F CHECKED BY: SN _ . . - 1�-6 1/2" 'SQUID" ANTENNA CURRENT ISSUE DATE: A I 12.2" , WEIGHT: 32.6 LBS SIDE VIEW 03/12/15 z SCALE : NTS LTE ANTENNA DETAIL 7 SCALE : NTS FIBER&DC SURGE PROTECTOR 6 SURGE PROTECTOR&RRH MOUNTING SCHEMATIC 15 STAMP: VENDOR: NEWAVE 'IIIITTIP11111IIIIF -411 I"I I UP\ I MOUNTING ANTENNA ' MANUFACTURER: ALCATEL-LUCENT III , U � � • MANUFACTURER: ALCATEL-LUCENT ° PIPE HANDRAIL WEIGHT IN POUNDS: I�� i� MODEL: RRH4X25-WCS p I�O I �OI t� MODEL: RRH2X40-07-L-AT 700MHz ,��EO PAOff��, _ PART: LPHK-12 HANDRAIL: -262 2 n DOWNTILT ad HEIGHT: 31.5" I J I I I I I I I I HEIGHT: 24.8' ��. (j,I N F Q BRACKET OR APPROVED EQUAL �IIIJII1I1I'�:L�IiI,II;I,I1000 WIDTH: 12' 11.5" WIDTH: 11.5" �� � g�l II 12" DEPTH: 8.7" DEPTH: 5.7" Q 7001 PE l 1 m E 7t F 1 WEIGHT: 70 LBS WEIGHT: 52.9 LBS rx _ EXISTING ME CIA ` ��`I MOUNTING PIPE OREGON FRONT SOLAR FRONT SOLAR ?, ,�O ANTENNA MOUNTING PING � SHIELD SHIELD ZO 03/ '" ..11.\!' n n \\\\\ RENEWS 06/30/16 _�+ THE I F CONAT U CONTAINED IN THi4i ,,. PROPRIETARY BYtMNRE..AANYY USE R s / DISCLOSURE OTTER THAN THAT NHK H i r N _Il/BA RELATES TO AT&T MOBILITY IS STC LY r�� G J C 16" PROHIBITED. jj a / r +\ MOUNTING O U �.. MOUNTING RF CONNECTORS, TYP RRH !`\` a BRACKETS _ RRH BRACKETS SHEET TITLE: f i �A (AMMO.�j RF DETAILS EXISTING FRONT .$ SIDE PLATFORM = Mata LSO VIEW SHEET NUMBER:F-2 REV. d ANTENNA MOUNTING DETAIL 4 SCALE : NTS PLATFORM&RAIL [ 3 SCALE : firs WCS RRH UNIT WITH SOLAR SHIELD 2 SCALE : Nrs 700L-AT RRH UNIT W/SOLAR SHIELD 1 1 R F-2 0 CABLE MARKING TAGS at&t TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL •14, MOBILITY TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING -. LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 . THE FOLLOWING ARE 3 DIFFERENT 0 0 O t FORMATS TO BE USED FOR THE 1A 1A BRASS TAGS. T8 3B 69U9 ■velocitel DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C complete wireless solutions FORMAT A IS TO BE USED WHEN THERE 4004 KRUSE WAY PLACE IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO BLDG.4004,SUITE#220 TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT LAKE OSWEGO,OR 97035 THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO 503-636-2500(MAIN) TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING 503-636-2501 (FAX) AT THE TOP OF THE TOWER. THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE ID : PR91 TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE SCHOLLS FERRY TECHNOLOGY. SECTOR GAMMA SECTOR ALPHA BEEF BEND RF CABLE C2 Al RF CABLE A2 17026 SW FRIENDLY LN THROUGH C6 AS THROUGH AS AS BEAVERTON,OR 97007 REQ'D REQ'D PROJECT: LTE 2C ISSUED FOR: Cl B1 CONSTRUCTION SECTOR BETA SUBMITTALS RF CABLE B2 REV. DATE DESCRIPTION BY THROUGH B6 A 12/09/14 PRELIM CDS LM AS REQ'D B 01/20/15 PREUM COS LM 10E' 0 03/12/15 FINAL CDS LM SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR SITE TO DETERMINE THE SECTOR ORIENTATION. CABLE MARKING LOCATIONS NO. TAG LOCATIONS 1. X END OF THE MAIN COAX RUN WHERE THE COAXIAL FA/: 10094112 CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY: LM CHECKED BY: SN 's 2. X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER CURRENT ISSUE DATE: (AS APPLICABLE). 03/12/15 5 3. X END OF JUMPER AT BTS CABINET STAMP: X ^, ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. ����>� pRO/f(>� U CABLE COLOR MARKING vS ty r,1 N `,v �2 IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE 7001PE� m BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABELING. ` 4a� I z THE COLORS SHALL BE AS FOLLOWS: OREGON . SECTOR A: RED �dr ON ,, SECTOR B: BLUE '�. ...'C'h g,2 ,5 SECTOR C: GREEN 0`i • a.T1,13 THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF NEwS 06/30/16 DATA SHEET (RFDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED AT EVERY SITE. THE INFORMATION CONTAINED N THIS w COAX BOOT SPECIFICATION SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR t DISCLOSURE OTHER THAN THAT WHICH ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE: RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. Y a ROXTEC H SEAL H3-150 / 3X (28-54) / 20 Em SHEET TITLE: SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE) RF NOTES a` CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL v SHEET NUMBER: REV. RF-4 0 SENERAL GROUNDING NOTES: , ' ' at&t 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW II GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. _ MOBILITY 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND x x CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR97062 V x x COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR ` GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT r • . FROM TOWER OR POLE USING MFR'S PRACTICES. ■VeIOCICeI x i ` x 1 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE complete wireless solutions • COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE x x `, ABOVE GROUND. 4004 KRUSE WAY PLACE .., EXISTING AT&T BLDG.4004,SUITE#220 SHELTER 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. 503-636-2500(MAIN) 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX) AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. x x GROUND PROPOSED FIBER SLACK 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING ID : PR91 TRAY & DC6-RMU AS REQUIRED, SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY O SEE E-2 REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO SCHOLLS FERRY DOCUMENT ALL CADWELDS AND GROUND RING x — x BEEF BEND 0 0 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 17026 SW FRIENDLY LN GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. BEAVERTON,OR 97007 x r 1 1—_ __ � _ x ,— __--_ GENERAL ROD NOTES (WHERE APPLICABLE)., PROJECT: .-C-- . I 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE LTE 2C x I , i=I x THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, ISSUED FOR: I I I UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. CONSTRUCTION THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO x I . x SHOW THE PLATEAU. SUBMITTALS REV. DATE DESCRIP TON BY 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED A 12/09/,4 PRELIM COS LM I AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE B 01/20/15 PRELIM CDS LM x 1 I 0 0 x PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM o 03/12/15 FINAL cos LM fGRIDS AND EXISTING COMMUNICATIONS FACILITY. 1 o 0 x 1 ' i__� ,,,� = 0 0 - GROUND PROPOSED ATS AS REQUIRED, SEE E-2 x O I x FA/: 10094112 GROUND PROPOSED BOLLARDS TO PROPOSED GROUND RING (TYP. OF 2) DRAWN BY: LM x 11,._.«.�-, • CHECKED BY: SN .a 1=�---t�7 " CURRENT ISSUE DATE: s,..■iiirdly*�,, PROPOSED GROUND RING 03/12/15 °�/ -- - I�I • x STAMP: �"..:.• • II11 ., ..-w m Cr I• v _,.;;A iA0VP:: 1 ���D I IIOFCU EXISTING GROUND BAR ' .'.,,;-„O,,och.,, I C _,.. OOR►►►6►i,I�� 5 GROUND PROPOSED FIBER LOOP - =_ I"�:;'O►' I�`=� \S G I N-74.• ENCLOSURE AS REQUIRED, SEE E-2 / 4 2 � �• ` U _ x GROUND PROPOSED �' 7001 PEA m EXISTING ICE BRIDGE , i'�„`+ -4. , , - GENERATOR TO �`"S� m : SURGE PROTECTOR & OR FIBER POWER �„ CONNECTOR UMTS/GSM -ems t at&t � � �f "�0 \� �� MOBILITY � 1. RRH(S), TYP TMA 'l' TYPE TA TYPE VN 1e TYPE SS 19801 SW MOBILITY ITY CORE.200 II.I ✓ II�al DC�FlBER o➢�_ > '.0 TUALATIN,OR 97062 I - TO RRH �`' rw.9,= jl�il° n rf��! °� ::. wry Fill _�` C \ \ III • • Ise (2) #2 AWG GROUND I .\/�locite P i \, / WIRE TO RRH, TYP , V iii. .___ - v TYPE W TYPE VS TYPE VB TYPE PT complete wireless solutions II II \/ 4004 KRUSE WAY PLACE DC AND FIBER TO COAX RUN-\ f th • BLDG.4004,SUITE#220 ((• --- SURGE PROTECTOR(S) �� LAKE OSWEGO,OR 97035 ▪ MOUNT GROUNDING BUS BAR NEAR-j2 AWG GROUND WIRE v , • ``' 1 `; 503-636-2500(MAIN) I I ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING / 503-636-2501 (FAX) II MOUNT GROUNDING BUS BAR r T TYPE GT TYPE GY TYPE GR TYPE GL TO TOWER AT GROUND LEVEL Ie WITH ISOLATION. ID : PR91 o NOTE: CADWELD °TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH SCHOLLS FERRY �� _ _ I PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. BEEF BEND SCALE: NTS GROUNDING SCHEMATIC DIAGRAM 5 SCALE : NTS CAD WELD EXAMPLES 4 17026 SW FRIENDLY LN BEAVERTON,OR 97007 Ems EXISTING GROUNDING BUSS BAR !!� AND ATTACHMENT KIT WITHOUT PROJECT: I' 7 ISOLATORS MOUNTED TO TOWER LTE 2C ISSUED FOR: ' �•Cam' GROUND WIRE FROM PROPOSED 14:111.11 BUSS BAR TO PROPOSED CONSTRUCTION EXISTING DC \\II 1 EQUIPMENT MOUNTS SUBMITTALS SURGE \=`■ SCALE : NTS NOT USED 3 SCALE: NTS NOT USED 2 PROTECTOR I 'lull REV. DATE DESCRIPTION BY COAX SURGE ARRESTOR A 12/09/14 PRELI M COS LM B 01/20/15 PRELIM COS LM PROPOSED WCS #6 AWG TO CRGB 0 03/12/15 FINAL CDS LM RRH COAX ENTRY PORT INTERIOR GROUND RING (HALO) LTE GPS ANTENNA EXISTING 700 ATTACHED TO POST WITH GROUND 19" RACK TO HALO WITH #2 AWG MHz RRH APPROVED GROUNDING 7 i.CONNECTION • ( ,i � GROUNDING BUSS BAR AND I_ , / I) ATTACHMENT KIT WITH ISOLATORS / If ,( I GROUND DC BUS BAR ON 19" LTE RACK TO PROPOSED 700 BOLTED TO TOWER % IP. I I, °P" SECTION OF CRGB WITH #2 AWG MHz RRH I ICJ ■ I FA/: 10094112 / I lui i DRAWN BY: LM III I I I CHECKED BY: SN DC AND FIBER FIBER RUN I I'll I DC BUS BAR (NON ISOLATED MOUNTED) •3 0 \ III –_—I I NOTE: CURRENT ISSUE DATE: CABLES • ����--- I II 0 • GROUNDING CONNECTIONS 03/12/15 ° COAX GROUND KIT TO Ii iI RUNNING TO GROUND RING — 3 GROUND BAR I �I i MUST BE CADWELDED. STAMP- II I I DC EQUIPMENT IN AREA TO BE GROUND TO DC • ALTERNATIVE CONNECTIONS 1 / I = BUS BAR AT TOP OF 19" RACK UTILIZING A #6 MUST BE APPROVED BY THE �$Ep pR pfd J� - I AWG WIRE WITH A 2-HOLE COMPRESSION LUG CONSTRUCTION MANAGER. FIBER SLACK BOX CRGB + _ VERIFY OUTDOOR, ABOVE—GROUND VS SSG I N�� Q?/ ON ICE BRIDGE POST COAX & ' METALLIC OBJECTS ARE W �•9 m FIBER RF EQUIPMENT IN AREA TO BE GROUND TO RF GROUNDED IN ACCORDANCE WITH 7001 PE r I BUS BAR AT BOTTOM OF 19" RACK UTILIZING A AT&T NATIONAL STANDARDS. ��4I� E #2 SOLID BARE TINNED I SURGE _ #6 AWG WIRE WITH A 2—HOLE COMPRESSION LUG BANDED, HOSE CLAMP STYLE r..». E COPPER GROUNDING LEAD � ARRESTOR = _= MOUNTS ARE NOT APPROVED FOR 1 OREGON \ (AS REQUIRED) I (ISOLATED) GROUND PROPOSED SURGE GROUNDING CONNECTIONS. ,� �� 1 I Alli ARRESTOR TO RF BUS WITH #2 AWG • COAT ALL MECHANICAL '�� d�ch 9,Zp k 1 GROUND BAR / J FIBER I �� CONNECTIONS WITH "NO—OX' 1 I SLACK I I - GROUND PROPOSED RF BUS BAR ON 19" LTE OR APPROVED. 0 Cl ` i•Tl�� I I TRAY I I RACK TO "I" SECTION OF CRGB WITH #2 AWG RENEWS 06/30/16 I I I ISOLATION I I I MOUNTED I ...1” SUPPLY (3) 10g GROUND LEADS I I II I III FOR EBBU FROM THE RF EGB I I III THE INFORMATION CONTAINED N THIS + I ! GROUND SET OF CONSTRUCTION DOCUMENTS IS Le, 1 TO RF ' RF BUS BAR (ISOLATION MOUNTED) PROPRIETARY BY NATURE.ANY USE OR I I I EGB WITH J DISCLOSURE O AT&T H THAN THAT ST STRICTLY #6 AWG ,� c (2) #2 SOLID BARE TINNED COPPER / / a / / / -- SHEET TITLE: tTc GROUNDING LEADS, CADWELD (TYP.) '/ ,// _� ---� �.=--- ----------------------- ------------------------- ---------------------- GROUNDING ------ (2) #2 SOLID BARE TINNED SOLID BARE TINNED DETAILS COPPER GROUNDING LEADS (TYR.) \_12 COPPER GROUND RING SHEET NUMBER: REV. w GROUNDING SCHEMATIC DIAGRAM 1 G-2 0 NOTE: 1. INSTALL GROUNDING 6" BELOW FROST DEPTH OR 30" BELOW GRADE, ■� '~ } } WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. .���"' �`�` �;! MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 9 • ■velocitel® complete wireless solutions 1'-0" GRADE 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 / LAKE OSWEGO,OR 97035 503-636-2500(MAIN) � 503-636-2501 (FAX) //////%//\/ //\//\//jam/\,i V, �`//j �j��/ ID : PR91 SCHOLLS FERRY Z �\ \\ BEEF BEND ,` Y` BACKFILL PER 17026 SW FRIENDLY LN . • .. • /\ SPECIFICATIONS BEAVERTON,OR 97007 '\\\/j/i\ A/i\/r\e// PROJECT: LTE 2C ISSUED FOR: GROUND RING, CONSTRUCTION {{2 AWG SOLID BARE TINNED COPPER WIRE SUBMITTALS REV. DATE DESCRIPTION BY A 12/09/14 PRELIM CDS LM B 01/20/15 PRELIM CDS LM 0 03/12/15 FINAL CDS LM SCALE: NTS GROUNI) RING TRENCH DETAIL 17 NOT USED 6 NOT USED 5 NOTE: 1. INSTALL GROUNDING 6" BELOW FROST DEPTH OR 30" BELOW GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. GRADE FA/: 10094112 f�A[[•'."I I•�%V��,'�A���a"Arr•�aAai����NAr�fi•A��''A��'Arr.O»A. DRAWN BY: LM •QI �SJY•T-0• ��J0 BSI• ��/ �S/ �Ilt• �I �•I �0II • •1••+IT••+1••.; •••+1•••• •• •� •• •• CHECKED BY: SN \/<\/\!\/\\ \\ \\/\\ \\/\\/\\\\/%\//%\//%\/ .CURRENT ISSUE DATE: _ 03/12/15 STAMP: /j/�// o PROF 1 //\\�/\II , 4 ���� fps ly CADWELD ....\ �`\� GROUND RING, S GIN£�, fj \\\/+ \//\\�/ /2 AWG SOLID BARE ,// TINNED t 7001PE // TINNED COPPER WIRE 'r7 m // ,/% CO, � � A.- GROUND ROD >\\\\/%/ OREGON() 5/8"o x 10'-0" �0�a�ch 9,ZOO LONG COPPER Y/�7 % () / 11:C30-:?! � CLAD STEEL \ RENEWS 06/30/16 << s/ �� SET OF CONSTRUCT/ON CONTAINED DOCUMENTS IS y\ PROPRIETARY BY NATURE.ANY USE OR y/ /� DISCLOSURE OTHER THAN THAT WIACH \ `\) RELATES TO AT&T MOBILITY IS STRICTLY o \/N Y' PROHIBITED. .jl )/ SHEET TITLE: GROUNDING /\\ ..- DETAILS SHEET NUMBER: REV. i SCALE : NTS GROUND ROD GROUNDING DETAIL 4 NOT USED 3 NOT USED 2 NOT USED 1 G-3 0 GENERAL NOTES; 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE ` ■ a}Q_} LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. TIE INTO EXISTING i./ 1�.7C1 ELECTRICAL SERVICE ' - ■ MOBILITY 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. 200 AMP SUB FED -- AT&T MOBILITY CORP. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF 120/240 V, 10, 3W. 19801 UA 72ND OR 9 062 200 t WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL VERIFY VOLTAGE II TUALATIN,OR 97062 CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE 200A-2P • CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND BREAKER ▪ DISCREPANCIES. 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: PROPOSED ATS ■velocitel� TYPE SCHEDULE 40 (OVERHEAD CONDUIT SHALL BE GALVANIZED RIGID complete wireless solutions CONDUIT-GRC) CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARBON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON SOLVENT SEALED T GENERATOR 4004 KRUSE WAY PLACE PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS 200A TRANSFER SWITCH BLDG.4004,SUITE#220 SHALL BE 30" MINIMUM RADIUS. OR DISTRIBUTION PANEL LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 5. ALL WIRING SHALL BE STRANDED COPPER WITH MINIMUM 600V INSULATION EMERGENCY 503-636-2501 (FAX) (UNLESS OTHERWISE NOTED). TRANSFER GENERATOR SWITCH RECEPTACLE 6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS-LINKED ID : PR91 POLYETHYLENE. SCHOLLS FERRY 7. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. BEEF BEND EQUIPMENT PDU 17026 SW FRIENDLY LN 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES GND _ __ • • 200A-2P MAIN BEAVERTON,OR 97007 IN CONJUNCTION WITH THE PROJECT. ° GND BREAKER 9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE = = PROJECT: PROPER AUTHORITIES AND INFORM VELOCITEL 24-HOURS IN ADVANCE. ALL _ LTE 2C TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER THE INSPECTION HAS TAKEN PLACE. ISSUED FOR: 10. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. EQUIPMENT CONSTRUCTION GND SUBMITTALS 11. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN ° REV. DATE DESCRIPTION BY AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. = A 12/09/14 PRELIM CDS LM B 01/20/15 PRELIM CDS LM 12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH 0 03/12/15 FINAL CDS LM MAXIMUM LOADS TO ASSURE PROPER OPERATION. SCALE : NTS ELECTRICAL ONE-LINE DIAGRAM 6 NOT USED 6 NOT USED S 13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. ,—, —_ ' KOHLER AUTOMATIC TRANSFER SWITCH 14. PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY MODEL KCSS (200 A) CODES AND/OR UTILITY COMPANIES. MPAC 1200/1500 CONTROLLER AMPS HEIGHT WIDTH DEPTH 15. ALL CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS, CONTRACTOR SHALL VERIFY ALL 200 31.1 17.7 14.5 LOCATIONS. F 10094112 ,,, 16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT 7 ___I DRAWN BY: LM � • BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. CHECKED BY: SN 'i. \ CURRENT ISSUE DATE: ° 17. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRfTTEN STANDARD TRANSITION 03/12/15 LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. NEMA 3R ENCLOSURE 2 STAMP: 18. ALL FIRE-RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED 5 AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. (W) 17.7" (0) 14.5" ic.'Sr‘‘,p pROffJ� 19. UTILIZE SONNEBORN TYPE NP-1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS. G I N� Q ;- ' w �,A A 7001 PE a rr E I OREGON �� - — ,��'W-Ch 9,20� o a 0 I '' ..-rtvg) RENEWS 06/30/16 FE THE INFORMATION CONTAINED W THIS SET OF CONSTRUCTION DOCUMENTS t5 w PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY 5 STRICTLY r PROHIBITED. a z SHEET TITLE: a ELECTRICAL a` DETAILS - - SHEET NUMBER: REV, NOT USED 3 NOT USED 2 SCALE : NTS AUTOMATIC TRANSFER SWITCH 1 E-2 0 LU at&t �� MOBILITY AT&T MOBILITY CORP. 16221 NE 72nd WAY REDMOND,WA 98052 y 0. ■velocirels cornplele wireless solutions 4004 KRUSE WAY PL. BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 503-636-2501 (FAX) SITE ID #: PR91 SCHOLLS FERRY SEE NOTE 3 BEEF BEND (TYP. 3 PLACES) 17026 SW FRIENDLY LN h''� BEAVERTON,OR 97005 4� l PROJECT: �(. ..t- LTE 2C 0 ISSUED FOR: EXISTING HSS4x4x1/4 CONSTRUCTION ^ (TYP. OF 3) SUBMITTALS EXISTING EXISTING EXISTING L5x3x1/4 (LLH) REV. DATE DESCRIPTION BY MONOPOLE TOP MONOPOLE (TYP. OF 3) 0 01/19/14 arum FOR c361RIiCIEN NT PLATE %�^ �\ EXISTING L5x3x1/4 (LLV) `4� I/ / ` (TYP. OF 3) ^�`'"^ EXISTING HSS5x5x1/4 —EXISTING (TYP. OF 3) "��v0. PLATFORM `�� es FA/: 10094112 ��+ SUPPORT �� Y POST DRAWN NT CHECKED BP CURRENT ISSUE DAIS: ® flN 7 ® 4- .,/,,J E XISTING L5x3x1/4 (LLV) (TYP. PROPOSED NEWAVE LOW OF 6) PROFILE STIFFENER 3-SECTOR MOUNT (BELOW)) (/j 5 ) (PART ILPS30-20) OREGON < (TYP. OF 3 +„ e�13 ?°,�� FCC 7'U4 `?-1 � EXISTING PLATFORM PLAN EXPIRES: 6/?.)16 ■ ® SCALE:N.T.S. NOTE: 1. PROPOSED AND EXISTING PANEL ANTENNAS AND OTHER EQUIPMENT AS THE INFORIMTION CONTAINED IN THIS SET WELL AS EXISTING PIPE MOUNTS AND HANDRAIL NOT SHOWN FOR CLARITY. DDC�ENTSF�PRO RTC' BY 2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS ANY USE OR DISCLOSURE PRIOR TO FABRICATION AND ERECTION OF THE PROPOSED PLATFORM OTHER THAN THAT WHICH RELATES MEMBERS. TO AT&T MOBILITY IS STRICTLY PROHIBITED. j 3. CONTRACTOR TO VERIFY PROPOSED BRACKET WELDMENT AND CLAMP PLATES TO FIT EXISTING STAND-OFF ARM BEFORE SHEET TtnE: FABRICATION/INSTALLATION. PLATFORM 4. INSTALLATION OF THESE PLATFORM MODIFICATIONS WILL PRODUCE A Q PASSING ANALYSIS FOR THE MOUNT LOADING SHOWN IN THE ORIGINAL MODIFICATION PLAN FAILING PLATFORM ANALYSIS, DATED DECEMBER 11, 2014. NATURE SHEET NUMBER: REV' s'"1 0 EXISTING HSS5x5x1/4 N E WA VE PART LIST �.�' STAND-OFF ARM ITEM PART DESCRIPTION at8ct # QTY UNIT WT �. MOBILITY 1 M1030-3.01 UNIVERSAL 10" TO 30" O.D. RING MOUNT WELDMENT 3 32.10 �---- i2 27-5580-005 , GALV. 3/4" B7 ALL THREAD 0 26" LONG 6 3.25 3 27-5490-005 GALV. 3/4" LOCK WASHER 12 0.05 AT&T MOBII.ITYCORP. 16221 NE 72nd WAY 4 27-548 1-008 GALV. 3/4" FLAT WASHER 12 0.09 REDMOND,WA 98052 ` 5 27-5501-005 GALV. 3/4" HEX NUT REGULAR 12 0.14 SEE NOTE A 6 LPS.01 LOWER MOUNTING BRACKET 3 9.86 ■velocitelg PROPOSED NEWAVE LOW PROFILE 7 SEE NOTE A LOW PROFILE TOP BRACKET WELDMENT 3 SEE NOTE A complete wireless solutions \ STIFFENER 3-SECTOR MOUNT (PART 8 LPS.04 GALV. L3x3x1/4" ANGLE STIFFENER 0 5' LONG 6 24.63 PS30-20) SEE TABLE FOR MORE INFORMATON) 9 SEE NOTE A. 1/2" CLAMP PLATE 6 SEE NOTE A 4004 KRUSE WAY PL. BLDG.4004,SUITE#220 N 10 TR58-12 GALV. 5/8" X 12" ALL-THREAD 12 1.04 LAKE OSWEGO,OR 97035 11 27-4404-005 GALV. 5/8" X 2-1/4" GR.5 BOLT 12 0.29 503-636-2500(MAIN) o \ SEE DETAIL A FOR 503-636-2501 (FAX) i \ MORE INFORMATION. 12 27-4403-005 GALV. 5/8" X 2" GR.5 BOLT 6 0.27 ,N 13 27-5370-005 GALV. 5/8" FLAT WASHER 24 0.07 \ 14 27-5380-005 GALV. 5/8" LOCK WASHER 42 0.03 SITE ID #: PR91 15 27-5391-005 GALV. 5/8" HEX NUT 42 0.08 SCHOLLS FERRY '\\ BEEF BEND -• 17026 SW FRIENDLY LN BEAVERTON,OR 97005 jai III PROJECT: LTE 2C EXISTING MONOPOLE—7' ISSUED CONSTRUCTION 4'-2 3/16" �� SUBMITTALS REV.DETAIL II DATE DESCRIPTION BY l 0 31/19/14 ISM FBI COISIB101 1 NT ® SCALE:N.T.S. II NOTE A: CONTRACTOR TO VERIFY I PROPOSED BRACKET WELDMENT AND CLAMP PLATES TO FIT EXISTING STAND-OFF ARM BEFORE FABRICATION . � I, FAQ: 10094112 i 11 1 ;f � DRAWN BY: NT k^'' .11 CHECKED BY: BP �I I ' ,° CURRENT ISSUE DATE: - III I, I 01-19-15 0 -9) I ? STAMP:11 I, :5 NGI N F,Q /i I 331"E .., ,, . _ _ __ _ t., -„.• , ___(-10 14 15 , • N„. r,(4),19= / 1 I /) 2,� •REG N�cL "' �' �, 4b yFgL TURBO 1 --'; , � p �` P. EXPIRES: r,�3;,7/G 9 V �- �- �� - THE INFORMATION CONTNNED tN / a �- THIS SET OF CONSTRUCTION — DOCUMENTS IS PROPRIETARY BY °° NATURE. AN USE OR DISCLOSURE �_ OTHER THAN THAT WHICH RELATES �, TO AT&T IJOB1LfTY IS STRICTLY - PROHIBITED. cx:_1 1. 11 13 14 15 A /_ ��, :HEFT SECTIONS AND DETAILS DETAIL A ISOMETRIC VIEW SHEET NUMBER: REV. SCALE:N.T.S. S-2 o