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Plans �- 3 t !�1 �� at&t. ,....Hi.7 5...__ ,,,,H..... a t & t 4Chy �, �(� � MoEiILNTv -- SFp �p AT&T MOBILITY CORP. ^��0 .1 8�0/4 19801 SW 72ND OR AVE.,97062 062 `I 200 TUALATIN.OR 97062 -� Your world. Delivered. UjL�JNc��gR� • PROPRIETARY INFORMATION 41;4 o ■velocirel THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION TIGARD \\/J ST 4, compl•t• wireless solution. DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 12965 SW PACIFIC HWY 4004 KRUSE WAY PLACE DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T BLDG.4004,SUITE#220 MOBILITY SERVICES IS STRICTLY PROHIBITED. PORTLAND, OR 97223 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) P L7 7 10 09 310 0 50 3-636-2501 (FAX) VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX PL77 I 10093100 Fanrro h �-0 ' ,'s' APPLICANT: PROPERTY OWNER; IN DWG. TIGARD WEST D" c VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. AMERICAN TOWER DELAWARE CORP. USE NO. DESCRIPTION 12965 SW PACIFIC HWY 0 4004 KRUSE WAY PL, SUITE }220 1101 PERIMETER DRIVE, STE 225 X T-1 TITLE SHEET PORTLAND,OR 97223 & w' , LAKE OSWEGO, OR 97035 SCHAUMBURG, IL 60173 v PH: (503) 636-2500 CONTACT: CONTRACT MANAGER G-1 GENERAL NOTES "" PH: (847) 240-1508 A-1 OVERALL SITE PLAN PROJECT: E A-2 COMPOUND LAYOUT PLANS LTE 2C a 'E PROJECT ENGINEER; TOWER OWNER: A-3 EQUIPMENT LAYOUT ya° a �9 TRUCK aac� AMA,.., VELOCITEL INC. AMERICAN TOWER CORP. 10 A-4 ELEVATIONS ISSUED FOR 4004 KRUSE WAY PL., SUITE 0220 PRESIDENTIAL WAY WOBURN, MA RF-1 ANTENNA CONFIGURATIONS CONSTRUCTION ..`14'''14,"s � A° Greton S'41Q� Row..a,y�:,-�' �k n LAKE OSWEGO, OR 97035 01801 PH: (503) 880-4940 ATC RF-2 RF DETAILS no a `�;; nT � J 99W 'i PAUL TIBBOT, P.E. NAME/#: CHEMAWA/308323 SUBMITTALS ,,'";A^" 'i PH: (503) 636-2500 E-1 GROUNDING PLAN ,. DATE DESCRIPTION BY 3 SITE LOCATION �iA E-2 GROUNDING DETAILS 03/24/14 PRELIM CDS RB 99W \ Witio V CODE INFORMATION: CONSTRUCTION MANAGER; B• 05/27/14 REV. RFDS RB \ ZONING CLASSIFICATION: GC (GENERAL COMMERCIAL) VELOCITEL, INC. — 0. 09/05/14 FINAL CD'S BT BUILDING CODE: IBC 2012 4004 KRUSE WAY PL, SUITE 1220 TI� CONSTRUCTION TYPE: LIB LAKE OSWEGO, OR 97035 OCCUPANCY: U JAY TELFORD V /:wMd__Ent ;,L JURISDICTION: CITY OF TIGARD PH: (503) 349-2149 - ,W "^LOCATION 1011 g«+d sv+a.n.a+ w SITE LOCATION: (BASED ON NAD 83) ZONING CONSULTANT; ,SITE i Jr f � TAX LOT 0: 2S-10-2BD-02600 RYKA CONSULTING �" LATITUDE: N 45' 25' 36.008' (45.42666) 918 S. HORTON ST., STE 1002 i1C� ' Iy MQr1e"" 4 LONGITUDE: W 122' 46' 47.528" (-122.77986) SEATTLE, WA 98134 1�? ¢°a .YO 1r GEORGE PIERCE lr N TOP OF STRUCTURE AGL 78'-0" FAQ: 10093100 Rena Fd 791Y SW�,,,,,,,w to.a,r,"r.n I x p` BASE OF STRUCTURE AMSL ± 198.0' PH: (206) 523-1941 BY: BT sw 11 An tiI PROJECT AREA: CHECKED BY: PT NTS j NTS ti APPROXIMATE LEASE AREA: X,XXX SQ. F. CURRENT ISSUE DATE: 09-05-14 GENERAL INFORMATION; STAMP: DRIVING DIRECTIONS 1. PARKING REQUIREMENTS ARE UNCHANGED. - - 2. TRAFFIC IS UNAFFECTED. FROM DOWNTOWN PORTLAND, TAKE 1-5 SOUTH TOWARD SALEM/TIGARD APPROX. 6.1 MILES. TAKE EXIT 0294 OR-99W TOWARD TIGARD/NEWBERG. STAY ON 3. NO SIGHGE IS PROPOSED. t� ■pg:4711:w OR-99 FOR APPROX. 2.1 MILES. JUST PAST WALNUT STREET THERE IS A STRIP MALL ON YOUR RIGHT. SITE IS BEHIND STRIP MALL AT 12925 SW PACIFIC HWY. LEGAL DESCRIPTION `V��rn ' PROJECT DESCRIPTION: 4 �G 111 lY p _ AT&T MOBILITY PROPOSES TO INSTALL EQUIPMENT TO AN EXISTING UNSTAFFED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 78'-0" et k' MONOPOLE AND AN EQUIPMENT PAD. If 44 AT&T WILL INSTALL ON TOWER: OREGON O•1 FIBER RUN AND (2) DC CABLE RUNS M >i. 1 SITE PRO UNIVERSAL RING MOUNT 09/08 a Q s APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS 1 NEW DCR SURGE PROTECTOR 1 NEW WCS RRH PER SECTOR 3 TOTAL EXPIRES: 06/30/2016 CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE 1 NEW 700 RRH PER SECTOR (S3�TOTAL s CONSTRUCTION COORDINATOR COMPLIANCE 1 WCS ANTENNA PER SECTOR ANTENNA PER SECTOR ((3i TOTAL LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER THE INFORMATION CONTAINED IN .L. THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY g• PROJECT MANAGER DEPLOYMENT MANAGER NATURE.ANY USE OR DISCLOSURE SITE ACQUISITION EQUIPMENT ENGINEER TO AT&T MOBILTMITYY IIS STRICTLY :- PROHIBITED. i ZONING INTERCONNECT SHEET TITLE: 5 SITE ACQUISITION MANAGER OPERATIONS PERMITS RF ENGINEER TITLE SHEET gg REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER SHEET NUMBER: REV. REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T-1 0 GENERAL NOTES: (CONTINUED] NOTES:_(COlT JI 1 EAFEIY PROCEDURE$ 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 �}O } ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ACCORDANCE WITH ACT 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT OWNER REQUIREMENTS. lQ(` 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: ` ol 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 NE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED AT&T MOBILITY CORP. SCOPE OF WORK SHALL INCLUDE FURNISHING AU. MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 19801 SW 72ND AVE.,STE. 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. 200 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 NE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB PROPOSED SITE TO PROJECT. CONTRACTORS TRACT ORES WITH ALL CONDITIONS CONS RUCTCTING THE REQUIREMENTS. ■`YI II�vI• PROPOSED PROTECT. 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. CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO complete 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 MR CONDF11ONING 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(z 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 15 BARS) 1r CONC CONCRETE MIN MINIMUM SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES COAST 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) Y4" COAT CONTINUOUS NA NOT APPUCABLE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. DBL DOUBLE NIC NOT IN CONTRACT PL77 10093100 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 OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DIAG DIAGONAL OC ON CENTER TIGARD WEST OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. DN DOWN OD OUTSIDE DIAMETER EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE CONSTRUCTION DUST AND DEBRIS. DET DETAIL PLYWD PLYWOOD 12965 SW PACIFIC HWY 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DWG DRAWING PROD PROJECT PORTLAND,OR 97223 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SaL ACM, AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE EA EACH PROP PROPERTY THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S 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 R 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 HILT] BRAND. ADHESIVE ANCHORS REQUIRE SHT SHEET 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL FIN FINISH IfTJ210R FN S M SIMILAR ISSUED FOR: MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL FILL, AND MULCH. JURISDICTION. FLUOR FJJORESCENT 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 SIJAILEBALSIEETALIM, FT FOOT SS STAINLESS STEEL SUBMITTALS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY GA GAUGE STL STEEL REV. DATE DESCRIPTION BY IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS. AND FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND GALV GALVANIZED STRUCT STRUCTURAL ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WFTH ALL AVOID LOW SPOTS AND STANDING WATER. THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. GC GENERAL CONTRACTOR STD STUD A. D3/24/14 PRELIM CDS RB LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC GRND GROUND SUSP SUSPENDED B• 05/27/14 REV. REDS RB 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• D9/08/14 ANAL CD'S BT 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 A.I.S.C. "SPECIFICATION FOR HR HOUR TYP TYPICAL 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 THE DESIGN, FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR HT HEIGHT VERT VERTICAL _.. CONSTRUCTION DOCUMENTS UPDATED WITH NE 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 AU. 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: LEAD STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE 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 ■SECTION ONES FA/: 10093100 MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR A SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI PROPERTY ONES DRAWN BY: Br PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI IN 8" (MAXIMUM) LOOSE UFTS AND COMPACTED TO 98X ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI RIGHT-OF-WAY ONES CHECKED BY: PT - 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF MSHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KSI s-75-•PROPOSED CONTOUR - MAJOR CURRENT ISSUE DATE NOT LESS THAN 2-A OR 2-Al 0BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 • •PROPOSED CONTOUR - MINOR 09-05-14 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 EXISTING CONTOUR - MAJOR 1 704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL STAMP: 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING JURISDICTION. 4. HOT DIP GALVANIZE AFTER FABRICATION PER Al23/A123M-00 ALL STEEL EXISTING CONTOUR - MINOR IMPROVEMENTS, EASEMENT'S, PAVING, CURBING, ETC. DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED. COAXIAL CABLE RUN UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS: FIBER OPTIC CABLE RUN ■ 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 ELECTRICAL CABLE RUN e0�fR��A 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 % `s1J/ 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 �� G►M► 00 DURING CONSTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS. AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE FENCE - SEDIMENT 41 4. �O CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 -x FENCE - CFWNUNK, /W EARS '•► 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 I FROM PANT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL ELECTRODES. WELDING WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS 4 - NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF OREGON 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH ITS WELDED BARS. �0 CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 9. 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 09 8/ i o. °< GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES i 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. EXPIRES: 06/30/2016 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 .s PORTLAND CEMENT TYPE II U.N.O. MEMBERS." ' 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES NAMING AT&T. AS ADDMONAL INSURED, AND AT&T. PROOF OF UCENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA) w PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THE INFORMATION CONTAINED IN 9 THIS SET OF CONSTRUCTION NDOCUMENTS IS PROPRIETARY BY 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM NATURE. ANY USE OR DISCLOSURE °' INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE. \iA OTHER THAN THAT WHICH RELATES i C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE \ TOOAATa MOBILITY IS STRICTLY ^ 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 i CAUTION! CALL. BEFORE YOU DIG] BURIED UTILITIES EXIST IN THE AREA AND ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT E 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. SHEET TITLE i'� 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 you dig. GENERAL NOTES o CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. NOTED ON THE DRAWINGS SHALL BE GRADE 40. fy=40,000 PSI. GRADE 60 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. y g N 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 P.615(S1) MAY BE WELDED 11. TOUCH UP ALL FIELD DRIWNG ,WELDING AND CUT SURFACES WITH 2 COATS OF D SHIFT NUMBER: REV. - SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING GALVACON (ZINC RICH PANT) OR APPROVED EQUAL STRUCTURAL DRAWINGS AND NOTES SHALL TAKE M PROCEDURES SPECIFIED IN A.W.S. 014 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. G-1 0 //' " .LEGEND EXISTING 7/� ,\• ' �' // \ .5� SECTION PARCEL at&t �/ BUILDING \ / MOBILITY ��,� /' • TIGARD kit,. PROPERTY LINES `ice /DOSING �\ C' • or RIGHT-OF-WAY UNES )� 'S,, /' • n r'I I AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE. (//// PARKING AIREA pra�C►e s �� 200 TUALATIN,OR 97062 °1.�:� ,S: �_ ■velocitel / �Ini < EXISTING Initials: \' BUILDING �`� compl•t• vlr•loss solutions II Y\ / / / \ / ' ``� 4004 KRUSE WAY PLACE // / \ / <' ' \ BLDG.4004,SUITE#220• / DOSING \!./ // , LAKE OSWEGO,OR 97035• PARKING EXISTING AREA � / \ / \ > 503-636-2500(MAIN) .:::::::...........: ./ /'' �' EXISTING //, 503636 2501 (FAX).,/ `\ \ \ BUILDING /' / \ \` , �' ' , EXISTING AT&T OUTDOOR EQUIPMENT /', \ / PL77I 10093100 / PAD (SEE SHEET A 2 FOR \/ ' EQUIPMENT LAYOUT). C` \ / TIGARD WEST •.. . .. • '' EXISTING 78' D� MONOPOLE. 12965 SW PACIFIC 223 / \ \ EXISTING AND PROPOSED \ \ `\ / / PORTLAND,OR 97223 ANTENNAS NOT SHOWN FOR / \ CLAIRITY (SEE SHEET RF-1 FOR / \\ �`\ �, t > ANTENNA LAYOUT). j/ PROJECT: LTE 2C ISSUED FOR: • C y A , — /EXISTING \ ,/ \ `v' CONSTRUCTION '( ,t4 PARKING AREA SUBMITTALS /I L. ' • •. \ / K \ REV. DATE DESCRIPTION BY Dt s'-<..::-• � i�. I / C A• 03/24/14 PREIJM CDS FIB BUILDING ^ ••• -•, ` I /' rr , `L� B• D5/27/14 REV. REDS R8 / �� ' 0.09/08/14 FINAL Co'S BT ...•-e....•-• it.I t •� ; r■ I / ' 4, „,,,,%..ge ._ C —-— . — EXISTING / .:.;.. ".144..k, F^� �r,-- _ BUILDING +�` ''• �t ' t ' C.,_ •C_ ..�\ / FA/: 10093100 DRAWN`\ . // ` i w (`c C..1 ', / >r.' ` I2 CHECKED�BY: PT •^� �� CL ( �'• .' CURRENT ISSUE DATE: F,r— EXISTING " �� 09-05-14 / "�t, C ' PARKING AREA / • j!t • . ,' 7 STAMP: // Cdr ( � ^� //// / L Pu. . / .:�� /y lattS PROF C ilia ' •<. ,, / • t:'" +t:. $ N t.. •�` ' �> / ' b;*' °''' Am;i y` .— �.., •�a• ..�+ L EXISTING ( �5`. `lam , i .41 so rr t PARKING AREA \ OREGON• C RI' EXPIRES: 06/30/2016 O / q`, ` +' i / / '. THE INFORMATION CONTAINED IN P•� CONSTRUCTION i / `an° DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE /'' OTHER THAN THAT WHICH RELATES• n /. T �h�MOBILITY 6 STRICTLY n / E 1 SHEET TITLE: _ / / EXISTING „.,":'hi-� OVERALL SITE lo 1:,' \// /' BUILDING e PLAN SHEET NUMB R ER: EV. 22'0`.x,;. : 1%.20•. OVERALL SITE PLAN I I A-♦1 0 SCALE: 1.■40 at&t MOBILITY CITY OF TIGARD AT&T MOBILITY CORP. Approved by Planning 19001 SW 72ND AVE.,STE. 200 TUALATIN.OR 97062 Date: l Initials: •\IeIOCI complot• viragos* solutions 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 503-636-2501 (FAX) PL77I10093100 EXISTING LTE EX STING FLX 16WS CPS ANTENNA LTE CABINET ON -.. 20-8' 1 ' ` TIGARD WEST PLINTH ■. �'�/ `\'\ ,, EXISTING 13'-6" 12965 SW PACIFIC HWY EXISTING �' X / 15' / GATE PORTLAND.OR 97223 UMTS EXISTING TE43 ■ / / CABINET CABINET } \V .� I 1 \U I }'� EXISTING (1) FIBER (2) DC CABLES I I PROJECT: EXISTING 1 COAX RUN TO EXISTING TELCO BOX AND TO EXISTING DC SURGE PROTECTOR r--.-..._.-_-..-.-_-.-.....-1 .'_ 'z•'••_ I' S� LTE 2C EXISTING LTE GPS ANTENNA J a� I UMTS AC SUB PANEL t j �I � 1 t ----.- I INSTALL PROPOSED CORDEX 24V - F 'Is. I♦♦'I� t ISSUED FOR: EXISTING ICE BRIDGE EXISTING TE40 t 3.1KW RECTIFIER IN EXISTING PDU it EXISTING (1) FIBER (2) DC CABINET • � CONSTRUCTION ! 1: A ' PROPOSED 2'-0° WIDE ICEBRIDGE ^+,�• I SUBMITTALS CABLES TO EXISTING DC j1 - EXISTING H-FRAME EXISTING ARRAY REPLACING 1'-0° EXISTING _1 j I I EXISTING SURGE PROTECTOR , �i� W/ AC PANEL, AC �GENERATOR �� J ■ �f GENERATOR �� DESCRIPTTON BY EXISTING TE41 J I. �� =�ll�.— SURGE PROTECTION � ---.110.... t A•p3/24/I4 PRELIM CDS RB PDU CABINET h F. 4, AND CAM-LOCK • PROPOSED DC6-1E ON •• rt +� B• 05/27/14 REV. RFDS RB EXISTING ICE BRIDGE POST I A 0. 09/08/14 FINAL CO's Br EXISTING GSM CABINET + y GSMTICABINETN PLUG F + PROPOSED SLACK BOX � �M 1 _ a 1 ROPOSED FIBER LAC BO ON i 1 L EXISTING FIBER t SAME POST AS EXISTING J I LOOP ENCLOSURE F F VA 4 EXISTING 78'-0" MONOPOLE 1FF 1 ANTENNA ARRAY NOT SHOWN, 1 EXISTING 78' 0° MONOPOLE INSTALL PROPOSED (4) MARATHON SEE RF-1 t ANTENNA ARRAY NOT SHOWN, J 155FTs BATTERIES IN TE40 BBU EXISTING ICE BRIDGE SEE RF-1 F CABINET J EXISTING EQUIPMENT (OTHER CARRIER) - J SHELTER } J FA/: 10093100 F (OTHER CARRIER) % —J , F .�.J p� BY: BT FY EXISTING �. I 4 CHECKED BY: PT ,1111 . 1 METER j 1 F CURRENT ISSUE DATE: EXISTING I �. } 09-05-14 } �o d UTILITY 't STAMP: H-FRAME w I } . 1 �.-.-.-.-•-:-t.-,-•-. -.-r.-r-.-r.-r.— -.�-.-..a.�-.-�.-r-.1 I L.' -.�-,.�-:-11-11- .-r-.�.-r,-t.-1. . . . .r.-r-.-t.J 30'-B' I 4' S'-4• 20' 5.-3. +G i N F# OREGON . �10 09 8/ • all, i EXPIRES: 06/30/2016 0 i THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTON Lit DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE m OTHER THAN THAT WHICH REL TO AT&T MOBILITY IS STRICTLY OT: n PROHIBITED. n SHEET TIRE: E �‘Al �,g- � COMPOUND N e-j► ►�� LAYOUT PLANS SHEET NUMBER: REV. i � °SCALE: '"5. EXISTING COMPOUND LAYOUT 2 22:434:SCALE: i-io 0 5 10' PROPOSED COMPOUND LAYOUT 1 A-2 0 11"x17-SCALE 1°■1O' 0' 5' TO _ _ _ at&t MOBILITY ' AT&T MOBILITY CORP. EXISTING LTE i -'` .\ `\ -- 19801 SW 72ND AVE,STE. GPS EXISTING ANTENNA 4 ` {` 200 TUALATIN.OR 97062 EXISTING (1) FIBER (2) DC EXISTING (1) COAX RUN TO •l \ \ // EXISTING \ \ • CABLES TO EXISTING DC EXISTING LTE GPS ANTENNA I. \� �� 13' 6" GATE�± \, ®velocit+el SURGE PROTECTOR 1 EXISTING FLX16WS LTE FF �� , 4 INSTALL PROPOSED PROPOSED (1) FIBER (2) DC CABLES L complete wlrN.ss solutions EXISTING ICE BRIDGE CABINET ON PLINTH 1 ' , I CORDIX 24V - TO PROPOSED DC SURGE PROTECTOR 1 f 3.1 KW RECTIFIER )(STING TING UMTS CABINET EXISTING TE43 CABINET 1 1 1 IN EXISTING PDU PROPOSED 2'-0" WIDE ICEBRIDGE 4004 KRUSE WAY PLACE 4 11 I BLDG.4004,SUITE#220 1 ARRAY REPLACING 1'-0" EXISTING V { �. .�.�.�.� I I —— .-� I I LAKE OSWEGO,OR 97035 r �>` ° ti x. x�x�x�x7 `1 503 638 2500(MAIN) FY I �.=�rl ( 7: rte,:.�Oft+.O'O�•�ODC , F 503-636-2501 (FAX) 1 .�, EXISTING TELCO BOX AND -. 0�T.1�O 40' ♦O 1 �° ° I�. UMTS AC SUB PANEL • ,° ��;;�;��O��s.O�O��O� A t r ` ,�r !I , t PL77110093100 i. ° s-;; , IP a i • :1X, B TIGARD WEST■ 4ci,. a 9 /° �` /- /e I , 1 0.1 r --1-___„,,.._-• ° 12965 SW PACIFIC HWY 1. i �'�! I. I. A�r.�;� J � PORTLAND,OR 97223 t I °, _ CAM LOCK GEN PLUG°a t5H --- 0 1 (► lil o a j .1V11 � t 1. � `l �- 4\\ SUBMITTALS JF EXISTING /I • _p, �p \ REV• DATE DESCRIPTION BY • TE41 PDU I`� EXISTING TE40 'I• PROPOSED DC6-1E I INSTALL PROPOSED (4) MARATHON } A• D3/24/14 PRELIM CDS RB F CABINET CABINET 4 ON EXISTING ICE �o 155FT8 BATTERIES IN TE40 BBU B• D5/27/14 REV. RFDS RB 0 1 BRIDGE POST p CABINET I O. 09/08/14 FINAL CDS BT I. EXISTING EXISTING F GSM CABINET od GSM CABINET F _',�D 9 1 J� EXISTING FIBER ` 11 I. I. LOOP ENCLOSURE 1 p , V . (EXISTING 78'-0" MONOPOLE EXISTING I. PROPOSED FIBER SLACK D EXISTING 78'-0" MONOPOLE• 1' EXISTING ICE BRIDGE ANTENNA ARRAY NOT SHOWN, GENERATOR jF BOX ON SAME POST AS ANTENNA ARRAY NOT SHOWN, - ° (OTHER CARRIER) SEE RF-1 e h EXISTING SEE RF-1 ° /�//7„-/-,,/,. „ f i// //// / / / / /// i ,// // / } FAj: 10093100 // 1 DRAWN BY: BT CHECKED BY: PT ' 7/ 1 CURRENT ISSN DATE: t 09-05-14 I. EXISTING EQUIPMENT SHELTER STAMP: 1. (OTHER CARRIER) t ^� - /. t \IP GINA' I 1. EXISTING ~_t11J / j METER { C ( "?4.1". . f 1 �� //�/ / / '/�/ F' ij' / �� / t 4 OREGON 9 I EXISTING I I 09108/ UTILITY H-FRAME F i t -I EXPIRES: 06/30/2016 1 2 L o { w I ,• 1 THE INFORIAATON CONTAINED IN a •.-r-•--.--•--,-, .-�a-•+-•--t. -.f. -.— --,-t-xf. x-,- -. .-.+-.-. .-.�a-r-.-,-.-.�-,�-.�-.-�.--.s-.�-vim.-.�.-∎-.- . v—t.— . -.--r-.fv—,-. -. -. .—r-.—r-. -.�.�.— -.�-.�:�.— -.--r-.—ra—ta- .�.�-,—t.—r-.—r-x—r-.T.�-v THIS SET OF CONSTRUCTION �, DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE \ OTHE BTTHA TENT WHICH RELATES TO AT&T MOBILITY IS STRICTLY E SHEET TITLE • d ;t• COMPOUND �i..• tt. •• LAYOUT PLANS e SHEET NUMBER: REV. ° ''" ` 1,' EXISTING EQUIPMENT LAYOUT 12 22:x34- ;s5 0 2.5' s' PROPOSED EQUIPMENT LAYOUT I ] A-2 0 11x1-sCAIF: 1'-s' C 2.5' 6' 11 x17 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY OTHERS. TOWER OWNER al&t RESPONSIBLE FOR REVIEW OF PROPOSED ANTENNAS. 2. FUTURE ANTENNA CONFIGURATION TO INCLUDE UP TO 12 ANTENNAS. MOBILITY 3. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPLICABLE). `'`----- AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE. • 200 TUALATIN.OR 97062 ■VddodteF eompl•t• wIr•1•s• solutions 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 503-636-2501 (FAX) PL77110093100 TIGARD WEST 12965 SW PACIFIC HWY PORTLAND,OR 97223 TOP OF MONOPOLE ita TOP OF MONOPOLE PROJECT: ±78'-0" AGL , l;'. EXISTING ANTENNAS ±78•-0" AGL (OTHER CARRIER) LTE 2C il -" II ____ - ISSUED FOR —;I CONSTRUCTION EXISTING AWS RRH, ,_-ii! EXISTING DC SURGE PROPOSED LTE WCS ANTENNA I PROPOSED LTE 700 ANTENNA SUBMITTALS (1) EACH PER SEOR�(3) TOTAL PROTECTOR (SQUID) (1) PER SECTOR (3) TOTAL I (1) PER SECTOR (3) TOTAL REV. DATE DESCRIPTION BY EXISTING AT&T ANTENNA TIP HEIGHT LI PROPOSED AT&T ANTENNA TIP HEIGHT A El* 03/24/14 PRELIM CDS RB 364'-0" AGL 364.-0" AGL • 05/27/14 REV. RFDS RB flo EXISTING AT&T ANTENNA RAD CENTER I111 PROPOSED AT&T LTE ANTENNA RAD CENTER 0 09/06/14 cDs Br 360' 0" AGL , - EXISTING GSM 850/1900 ANTENNA I EXISTING LTE 700 ANTENNA - (1) PER SECTOR (3) TOTAL ra (1) PER SECTOR (3) TOTAL 110 BE REMOVED I TO BE REMOVED EXISTING UMTS/GSM 850/1900 ANTENNA .a EXISTING UMTS 850/1900 ANTENNA PROPOSED DC SURGE PROTECTOR PROPOSED GOLD (1) PER SECTOR (3) TOTAL -I (1) PER SECTOR (3) TOTAL (SQUID) r D_ STANDARD MOUNTS EXISTING 700 RHH _ _A._____ PROPOSED WCS & 700 RRH I : .,_ _(1) EACH PER SECTOR (3) TOTAL (1) EACH PER SECTOR (6) TOTAL a FA.: 10093100 - I EXISTING ANTENNAS I DRAWN BY: 81 (OTHER CARRIER) t c I CHECKED 11Y: PT CURRENT ISSUE DATE: I 09-05-14 s 1 STAMP: -- EXISTING 78•-0" I I. . STEEL MONOPOLE I 39 PROfh tS s0ixt8 " EXISTING (1) FIBER RUN AND �= I PROPOSED (1) FIBER RUN AND • I +� ` 4 (2) DC CABLE RUNS �a (2) DC CABLE RUNS 0 o OREGON SEE PLANS FOR 9 I SEE PLANS FOR i I 0.�, a GROUND EQUIPMENT II I GROUND EQUIPMENT�, I 09/1081 • Qty n �{} • \y . j.- EXPIRES: 06/30/2016 I it 1 1 . -- N ,Isa> ....� =,�11!i�1 s.S I I \. _ :. I :s I THE INFORMATION CONTNNED IN w I I }T t y;= I I �' J �;- DOCUMENTS 5 PROPRIETARY DISCLOSURE I ` I 1 I �q " 1 OTHER TWW THAT WHICH RELATES•ei. AL GRADE (REF) l !Ali '.. y I 1111 { .i!�'- 8 11 _, GRADE REF I ; i TO AThT MOBILITY IS STRICTLY r O'-0" (ASSUMED) / ICI" ASSUMED) / PROHIBITED' n SHEET TITLE: s EXISTING PROPANE TANK, EXISTING PROPANE TANK, GENERATOR AND GENERATOR AND ELEVATIONS R NON—AT&T EQUIPMENT NON—AT&T EQUIPMENT NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY SHEET NUMBER: REV. 1rid : EXISTING ELEVATION 12 11 x17- N PROPOSED ELEVATION I 1 A-3 0 PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE at&t SUPPLIED BY AT&T WIRELESS,FROM RF CONFIG DATED: 8/27/2014 BY Piero Rovani ' MOBILITY • A N I L N NA ANTENNA RAD AZIMUTH DC SURGE AND FEEDER TYPE FEEDER LENGTH MECHANICAL SECTOR POS TECHNOLOGY MAKE ANTENNA MODEL CENTER FEETAGL) (DEGREES) TMA MODEL CliY DISTRIBUTION(QTY) (LTE) (FT) (DEGREES) AT&T MOBILITY CORP. ( (DEGREES) 19801 SW 72ND AVE.,STE. • 1 LTE 700/1900 _ ALU AA 31R52703AAAA 60 0 0 200 TUALATIN,OR 97062 A 2 UMTS 850/1900 Kathrein 742-264 60 15 LGP 21401 2 0 3 GSM850/1900 Kathrein 742-264 60 15 okfaMHACS72993.0 2 0 ■`ul® 4 LTE WCS KMW ET-X-UW-70.16-70.18-iR-AT 60 0 0 1 LTE 700/1900 ALU AA 31RS2703AAAA 60 130 0 0 2 UMTS 850/1900 Kathre in 742-264 60 135 LGP 21401 2 (2)FIBER/ 0 compl•t• wlr•los• solutions B 1900 Kathrein 742-264 60 135 okIa MHACS72993.0 2 X648 ba18 SF(2) (4)DC FT 3 GSM 850/19C0 0 / 4004 KRUSE WAY PLACE 4 LTE WCS KMW ET-X-UW-70.16-70.18-iR-AT 60 130 0 1. jOWER/ANTENNA DESIGN AND ANALYSIS BY BLDG.4004,SUITE#220 1 LTE 700/1900 ALU AA 31RS2703AAAA 60 240 0 OTHERS. TOWER OWNER RESPONSIBLE FOR LAKE OSWEGO,OR 97035 2 UMTS 850/1900 Kathrein 742-264 60 255 LOP 21401 2 0 REVIEW OF PROPOSED ANTENNAS 503-636-2500(MAIN) C 2.GSM850/1900 Kathrein 742-264 60 255 okia MHA CS72993.0 2 0 2. CONTRACTOR TO VERIFY RF DATA WITH AT&T 503-636-2501 (FAX) 4 LTE WCS KMW ET-X-UW-7()16 7CY18 iR-AT 60 240 0 WIRELESS CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION PL77I10093100 TIGARD WEST SECTOR ALPHA SECTOR ALPHA 12965 SW PACIFIC HWY PORTLAND,OR 97223 i° PROJECT: L EXISTING UMTS 850/1900 ANTENNA °o °o N o o(1) PER SECTOR (3) TOTAL n ISSUED LTE 2C CONSTRUCTION a o b o b rn� oo a 1 rn� SUBMITTALS <z o EXISTING UMTS/GSM 850/1900 ANTENNA PROPOSED LTE 700 ANTENNA Z REV. DATE DESCRIPTION BY EXISTING LTE 700 ANTENNA W A o (1) PER SECTOR (3) TOTAL (1) PER SECTOR (3) TOTAL („ ,C-: o A. 03/24/14 PRELIM cos RB (1) PER SECTOR (3) TOTAL w z oo, B• D5/27/14 REV. RFDS RB TO BE REMOVED v,< o h ti PROPOSED MOUNT PRO UNIVERSAL _� o , o• Da/oe/u I" CD's 81 EXISTING AWE RRH =Q i �^ RING MOUNT PART #:LWRM c i R - (1) PER SECTOR (3) TOTAL — ti oo° (OR APPROVED EQUAL) U Q TO BE REMOVED n 2 ti= n Q o C - V1 0 `g00 1V. Aft Qt.I,c'^' AM y L.Q pNZENN •1 ! .Q= S. pIV� ��i EXISTING GSM 850/1900 ANTENNA ,I I A •,• PROPOSED LTE WCS ANTENNA BY: 10093100 gyp GSM �' (1) PER SECTOR (3) TOTAL 8cn V9° •� 4 (1) PER SECTOR (3) TOTAL G .G UMZ jENNp,255 TO BE REMOVED -�. GSM pT.1MU1N ffT PROPOSED DC SURGE CHECKED BY: PT 5E 1900 AN --- SEC 255 CURRENT ISSUE DATE: a21MUjN —T- ill (i�� EXISTING DC SURGE PNjENNP i�• ! 7111111i1� �� ' PROTECTOR (SQUID) 09-05-14 1 ., : • PROTECTOR (SQUID) vole--w: _ – —PROPOSED GOLD STAMP: • SECTOR GAMMA M �S SECTOR GAMMA `` . STANDARD MOUNTS gyp 1900 ,.•��X\ q�TC gS0 19p0 • \4% 1 00 E.c•, JG"P 7 5 p2�M�ZH ` • I ��'i /rep ZENw'UM5 ��M�SN • , y �` ccpp'AO SE 2g r. ,�6• t�TY Jr sF o o PN sF � co 4. Fd�Y® c o y4,o �rF s. �i�cs rF m. 05G, C �s ls6 .,: 9jSFC 2S TS ° OREGON boo N 9?ems oo 4 o� ref' '9°0 ..�� 1 TFtiye,cs �i,ir/ a, +mac ici S 'c,N0** �4 a'.. T46-To • . + •• 4,..)o�oo EXPIRES: 06/30/2016 lf E' !�s fj6s v3 ? EXISTING 700 RRH 'c,° PROPOSED WCS & 700 RRH�f 1,- eie i f1 �9 1 O ( )EACH PER SECTOR 6 TOTAL THE INFORMATION CONTAINED IN (1) PER SECTOR (3) TOTAL GT4,o° THIS SET OF CONSTRUCTION a DOCUMENTS IS PROPRIIETARY BY o�. OTHER THAN THAT WHICH RELATES SECTOR B ETA SECTOR BETA TO AT&T MOBILITY IS STRICTLY i PROHIBITED. E N SHEET TITLE: #y _'y\_ - ANTENNA i CONFIGURATIONS . I SHEET NUMBER: REV. u 22 x34-SCALE: NTS EXISTING ANTENNA CONFIGURATION 2 22'x 11•x17-S634-SCALE: NTS PROPOSED ANTENNA CONFIGURATION 1 R F- 1 0 j 11-x17•SCALE NTS SCALE: NTS _ - - MOUNTING PIPE �� NOTE: ANTENNA MANUFACTURER: RAYCJIP RING MOUNT FOR POLES APPEARANCE MAY VARY MODEL DC6-48-60-0-1E 12"0 TO 45"0. �1� at p y I_—._ .._-__—_ SURGE PROTECTOR `&` MANUFACTURER: ALU AA " " (#a '''' WCS RRH N / MOBILITY PART: 3JR52703AAAA MOUNTING (ABOVE) • LENGTH: 96' MOUNTING PIPE WIDTH: 12.2" I PIPE 700 RRH AT&T MOBILITY CORP. - DEPTH: 12.7" ! • UNISTRUT SECURED STANDOFF ARM, TYP (ABOVE) 19801 SW 72ND AVE.,STE. TO MOUNTING PIPE . 1900 RRH 200 TUALATIN,OR 97062 • WEIGHT: 126 lbs. 15 1�4 (ABOVE MANUFACTURER: SITE PRO RRH MOUNTING g 3 g'_ UNNERSAL RING MOUNT ' BRACKET, TYP ' PART NUMBER: LWRM • _I , I .,. 700 RRH (OR APPROVED EQUAL) STANDOFF L `I (BELOW) ` I 1/2"0 U-BOLT P ., FOR TUBE STEEL velociel 1. RF 0 CHAIN MOUNT (LENGTH TO SUIT) rompl.t• vlrsless solutions TYP�t PIPE TRANSFER , • 1.1 (OR APPROVED ` ` PLTE ' 4004 KRUSE WAY PLACE n EQUAL) tiJ i 41p 700 RRH BLDG.4004,SUITE#220 CM tIl• �� ►�� LAKE OSWEGO,OR 97035 o #'' �1►� (BELOW) 503-636-2500(MAIN) _► _ 0 I ••• PROTECTOR,SURGE bill 503-636-2501 (FAX) •O O• - 1 J 2 3/8"0 MOUNTING PIPE PIPE NTING PL77 1 10093100 I 122' (MOUNTING ATTACHMENTS PER STRUCTURAL' r TIGARD WEST FOR SPECS AND QUANTITIES 12965 SW PACIFIC HWY SCALE"'S LTE ANTENNA DETAIL 19 SCALE Ni DC6 SURGE PROTECTOR 8 PORTLAND,OR 97223 1 DC SURGE PROTECTOR, TO __ II RRH PIPE MOUNT DOWNTILT PANEL ANTENNA MANUFACTURER: KMW �I PART#: ET-X-UW-70-16-70-18-iR-AT 11' DK RAYCAP DC SURGE BE MOUNTED CLEAR OF FE�' VIA RING MOUNT BRACKET PROJECT:1 PROTECTOR, 'SQUID' COMBING PEGS z*It LTE 2C LENGTH: 91.7" ''t WCS RRH WIDTH: 12" `_, - — = 700 RRH I ISSUED FOR: DEPTH: 6.3" mom■ _ 1. 1 C CONSTRUCTION WEIGHT: 51.8 lbs. �� = �'1rI a .�_. 1'"• 1 SUBMITTALS o ∎∎� II COAX JUMPER PANEL ANTENNA MOUNTING PIPE mR��im �i�i-�iP��,III! CABLES MOUNTING PIPE REV. DATE DESCPoPTKkI BY MIMITMmmw •■■� II�IIIIII�•1.��. , M D3/24/14 PRELIM CDS RB �� DC AND FlBER RUNS TO 11\\ ,,. ��■, �_�_�_ m ANTENNA ARRAY FROM ,S■�7r,i r B• DS/27/14 REV. REDS RB I �� I DISTRIBUTION CENTER ��• I �1-1-1�� 0• D9/06/14 FINAL CD'S Br lV �1_i' —16 II I T-ARM RF CONNECTORS, TYP A ='� JUMPER AND POWER \111.r.... .\_ AT 3`/0B 0.C. MAXI TO THE RRH UNITS 700 RRH ■.Lr_II.--1 i-i-r■ I I _ MOUNTING BRACKET AWS RRH �1t ..."..."',•(..." BY MANUFACTURER EXISTING MONOPOLE INF 0a ' FA/: 10093100 1DL OC 0 • 5" MIN. RADIUS ON COAX • BRASS CABLE MARKING TAGS AND DRAWN BT . _ MANUFACTURER: RAYCAP MODEL: DC6-48-60-18-8F JUMPER WHERE OCCURS MARKING TAPE WHERE THE COAX CABLE CHECKED BY: PT l. 1r 1 - - "SQUID' CONNECTS TO THE ANTENNA CURRENT ISSUE DATE: MOUNT WEIGHT: 32.6 LBS 09-05-14 "TS LTE ANTENNA DETAIL ] 7 leNE NTs FIBER&DC SURGE PROTECTOR 6 %NEE.N1>S SURGE PROTECTOR AND RRH ATTACHMENT DETAILS 5 STAMP: MANUFACTURER: ALCATEL-LUCENT . MANUFACTURER: ALCATEL-LUCENT • �°� MODEL RRH2X40-07-L-AT 700MHz 1 1 'r MODEL: RRH4X25-WCS 43'PROF EA„ n HEIGHT: 24.8" ao HEIGHT: 31.5" .J� I I l l l Li I �I WIDTH: 11.5" IIII!II�IIIIIIIlIIIIII i WIDTH: 12"• F+ 11.5" DEPTH: 5.7" 12. DEPTH: 8.7"WEIGHT: 52.9 LBS WEIGHT: 70 LBS ' • ME OFtEGON O FRONT SOLAR FRONT SOLAR .•.�+ o SHIELD /*A SHIELD / / 09/08/ • 0. \ EXPIRES: 06/30/2016 i 1, k / . r� r ITT/p 0 w ... THE INFORMATION CONTNNED IN • _ \ , THIS SET OF CONSTRUCTION 7Q \� L ,/ - . °>b AHY USE ORw g5CLO5BURE ?, \ /i . /J OTHER TWA THAT WHICH RELATES M - N - ` — - TO AT&T MOBILITY IS STRICTLY n J �� `t`tllllk!_ ," f �"�"�`llltll!_- * I PROHIBITED. E RRH `f- . , BRACKETS RRH ♦ �� I MOUNTING SHEET TITLE: i BRACKETS 1 _ �� 1 �-,. �� RF DETAILS N - ElIQN1 MACE fRINI SHEET NUMBER: _ REV. NOT USED 14 v."E`"TS 700L-AT RRH UNIT W/SOLAR SHIELD 3 'I�`e"Ts WCS RRH UNIT WITH SOLAR SHIELD 12 NOT USED , R F-2 0 GROUNDING NOTES AND LEGEND GENERAL GROUNDING NOTES at&t y 1. GROUNDING TO BE INSTALLED A UNMAN OF 8•BELOW'FROST DEPTH OR 30• MOBILITY BELOW GRADE,WHICHEVER IS GREATER OOIIF1RI1 FROST DEPTH WTTH JURISDICTION. • -_ - 2. ALL DETNLS ARE SHOWN IN GENERAL TERMS.ACTUAL INSTALLATION AT&T MOBILITY CORP. Frr _ - T AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDRIONS. 19801 SW 72ND AVE.,STE. `` •I 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER 200 TUALATIN.OR 97062 • ,� `�\ ��// NETALLC COMPONENTS USING GROUND WIRES AND CONNECT TO■ �� /� LLLLF SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA Al D MS ` \ / l MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. '1 \ I POLE U COAX SHIELD AT PRACTICES. ENDS AND EXIT FROM TOWER OR ■� to t \ / POLE USING MFR'S PRACTICES. \ / \ / F 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL N. / j BE COPPER THHN/THWN.ALL GROUND WIRE SHALL BE GREEN complet• wireless Rolutlon• I i INSULATED WIRE ABOVE GROUND. 1 1 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. I. II 1 GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED 4004 KRUSE WAY PLACE BY AT&T WIRELESS, LLC. REPRESFMATNE BLDG.4004,SUITE#220 . T.}.,.r.1,1 I LAKE OSWEGO,OR 97035 . r !,-c�,c - ,� 6. REFER TO DIVISOR 16 GENERAL ELECTRIC;GENERAL ELECTRICAL 4R I`. ` .-�-.x. ♦ = PROVISION AND COMPLY WTTH AU. REQUIREMENTS OF GROUNDING 503-636-2500(MAIN) I i�%i� IC•ODD .O��4.��: 1 STANDARDS. 503-636-2501 (FAX) 1. V. .��I' .�� O_.�O�'� 7. ELECTRICAL CONTRACTOR TO PROVIDE DETNLED DESIGN OF GROUNDING T7, '4.. - SYSTEM,AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T ��'_ - I.(�• ,� MOBIRY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING �• ..," — j7.A II srsTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING PL77 10093100 : J y '- - �r7! � -,. t 6. INSTA�iU GROUNDING DUE TO SITE SOIL CONDDITIOONNSS. TIGARD WEST• II,01 i - 4 �• GROUNDING ROD NOTES 12965 SW PACIFIC HWY, n 1 PORTLAND,OR 97223 I�:� _ _I (WHERE APPLICABLE)1- • • •,� � -� PROPOSED DC ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESRNC ONCE 1• � ! ,C�_;.� T�� 1 SURGE PROTECTOR t THE GROUND SYSTEM HAS BEEN INSTALLED;A QUALIFIED INDIVIDUAL, UTILIZING • :gW: LTE 2C �_ PROTECTOR TO PROPOSED J., = r ' / GROUND BAR AT TOP OF TOWER, 2 POINT GROUND TO TEST OR 3 POINT 6270 OUN WILL NOT BE ACCEPTED AS ISSUED F — - 4,,r,'.11 yu-4:0� Imo'' SEE E-2 I PERFORMED ALTERNATIVES OR WHIOI.EmTHE�COOUNNTEERPOOISEED SSISOLATED ROMTHTHE A/CCLS,SI[M CONSTRUCTION 4,4 ,�{I�J-T�.je� GRIDS AND EXISTING COMMUNICATIONS FACILITY. SUBMITTALS •\ �� `- REV. DATE DESCRIPTION BY Oft I�F-_~�.. ` " - GROUND ALL PROPOSED AND SYMBOL DESCRIPTION SYMBOL DESCRIPTION M 03/24/14 PRELIM CDs RB EXISTING RRHs AS REQUIRED, F •, —t �, SEE E-2 1 ® COPPER GROUND ROD ® TEST WELL B• DS/27/14 REV. REDS RB I• 0 09/08/14 FINAL CD'S BT 4VAA:ACII' 1 ®® CADYIELD CONNECTION ® GROUND BAR ` GROUND PROPOSED DC6-1E N•�� • tm ® SIDE SPUCE CADWELD —\ r AS REQUIRED, SEE E-2 1. . t j, FIELD VERIFY AND TIE INTO EXISTING GROUNDING SYSTEM . 1- :,./- '''''; '; '4/' ' / ' / 1 ` /,,-r, 1/// /// / / / 1 D 10063100 .://///7 • DRAWN BY PT iiii I CHECKED BY: PT PROPOSED 700 & WCS RRH CURRENT ISSUE DATE: _ SEE RF-1,2 / 09-05-14 ir PROPOSED NEW GROUND BAR + j MOUNTED AT TOP OF TOWER // t} STAMP: 40 PRO/40, 49 4.toNt4, // / / . /.///////////// //////// / OREGONO J t 09 18/ • ate" 4 ; t EXPIRES: 06/30/2016 0 1. 5. i L.-v_,-.- . ,-r-v�.-t= -.-. . -.T_,-.,__ +-.-.,-. . -. -=T.T.- . -. -.T a�.�-.�-.T.T.�-.-t.—.-.�-.-r-.1 '`_ THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION VI DOCUMENTS IS PROPRIETARY BY 5 NATURE.ANY USE OR DISCLOSURE m OTHER THAN THAT WHICH RELATES m TO AT&T MOBILITY IS STRICTLY n PROHIBITED. _ i SHEET TITLE: E _ GROUNDING '0 PLAN tv E SHEET NUMBER: REV. m 22•x31•SCALE, NTs GROUNDING PLAN 1 1 E-1 0 i 11•x17'SCALE: NTS SURGE PROTECTOR DOUBLE CRIMP & OR FIBER POWER CONNECTION (TYP) %Mos" CONNECTOR 4'x30'xt/4' LIE UMTS/GS}) THICK COPPER F►�. at&t „ &KUM :I &ENNA INTERIOR / GALVANIZED l` 1111 s• II GROUND RING / `g ••\ GROUND BAR THICK COPPER COMPRESSION DOUBLE LUGS AND > / MOBILITY It RRH(S), TYP � TMA )/ •••' \\ BOND RF GALVANIZED INSPECTION WINDOW, ATTACH TO `+••� • . GROUND BAR GROUND BAR l�f T6 1 1Q1 l�c _ IZE AT&T MOBILITY CORP. y, \� BUS BAR(S) 19801 SW 72ND AVE.,STE. • I pL I • �i \\ TO "I" SECTION ISOLATOR > 200 TUALATIN,OR 97062 ,� "' """ E ° 0 / (WHEN ✓ E E E'`k+ 00 UTILIZE GROUND KITS WITH o 0 0 0 p o 0000000000 APPLICABLE �' ♦ ��• OF —FO-FOfig{-FOJI"—cx cx IF4cx Wes- MOUNTING 0 0000 Q00000000000 0l�II I I\ BRACKET /' f2 AWG AND 2-HOLE 000 00000000000 • ) �I —`�2 2 AWG GROUND I n C1 COMPRESSION LUGS UNLESS 0 0 0 0 0 0 0 0 0 0 0 0 0 0" `� II ( ( ) #2 '� ` SPECIFIED OTHERWISE a ' 2 SOUR BARE , O ■ `s vlocit l d - _WIRE TO RRH, TYP'� \ ISOLATOR, TYP i 'A" SECTION BONDED TO: TINNED COPPER > l TYPE S TE VB ] PT complete wireless solutions BOND DC BUS BARS & POTENTV+L SURGE PRODUCING INTERIOR GROUND RING L o ♦ \/ O WIRE CADWELD _ 4004 KRUSE WAY PLACE DC AND FIBER TO COAX RUN EQUIPMENT TO 'P' SECTION EXTERNAL EARTH GROUND (TYPE-GL) ` SURGE PROTECTOR(S) (BURIED GROUND RING) BLDG.4004,SUITE#220 [17—ill EXOTHERMICALLY WELD #2 AWG ' • METING COW WATER PIPE _ ` �� LAKE OSWEGO,OR 97035 Cr MOUNT GROUNDING BUS BAR NEAR ' #2 AWG GROUND WIRE BARE TINNED SOLID COPPER WIRE (IF AVAILABLE) �" VARIES I r. `; '�� 503-636-2500(MAIN) "'E ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING CONDUCTOR TO GROUND BAR. • BUILDING STEEL , — �" 503-636-2501(FAX) ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) o MOUNT GROUNDING BUS BAR ^II GROUND RING AND PROVIDE PARALLEL w TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD - WITH ISOLATION. PL771 10093100 1 p NOTE CADWELD "TYPES' SHOWN ABOVE ARE EXAMPLES - CONSULT WITH NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO-OX" OR APPROVED. NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO-OX" OR APPROVED. PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. TIGARD WEST LOAD'"$ GROUNDING SCHEMATIC DIAGRAM 15 Nl CELL REFERENCE GROUND BAR(CRGB) 14 SCALE"'S GROUND BAR 13 �"E`'"5 CAD WELD EXAMPLES 12 12965 PORTLAND,OR 97223 PROJECT: - -— LTE 2C ISSUED FOR: CONSTRUCTION SUBMITTALS REV. DATE DESCRIPTION BY A 103/24/14 PRELIM CDS RB B" D5/27/14 REV. RFDS RB 0• D9/06/14 FINAL CD'S BT FA/: 10093100 DRAWN BY: BY CHECKED BY: PT CURRENT ISSUE DATE: 09-05-14 STAMP: • • la 1PROftro, 1 ,. g _. • OREGON 00/)08 4 AT, 1 EXPIRES: 06/30/2016 6 i THE INFORMATION CONTNNED IN THIS SET OF CONSTRUCTION i NATURE.DOCUMENTS ANY USE DISCLOSURE rn OTHER THAN THAT WHICH RELATES m TO AT&T MOBILITY IS STRICTLY i PROHIBITED. n n E SHEET TIRE: GROUNDING r DETAILS N fg SHEET NUMBER: REV. NOT USED 1 E-2 o