Loading...
Plans •-• :-• : • :•• • : : • :•• • • •• •• • • • • • • . . . • • . ECEIVEI �� at&t • • • • • • ���'�'''�+•"'���%� MOBILITY ,„ F. • ••• • AT&T MOBILITY CORP• • • • • • • i'� I:4„ • • •• • • • ,,, •• „i / FEB 17 2016 19801 SW 72ND AVE.,STE.200 • • • • • • •1TUALATIN,OR 97062 Wit \\\\\\\ "/. Your world . Delivered . CITY1"JF"TIGARD CITY OF TIGARD : . : . •• BUILDING DIVISION FDH VELOCITE j PROPRIETARY INFORMATION • TIGARD WEST Approved by Planning ••• ••• •• • • / EN3INEERINO INNOVATION NE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION • • • • tr t I I b 4004 KRUSE WAY PLACE DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 12965 SW PACIFIC HWY D2Lv( BLDG.4004,SUITE#220 DISCLOSURE OTHER THAN NAT WHICH RELATES TO NE AT&T MOBILITY SERVICES IS STRICTLY PROHIBITED. TIGARD, OR 97223 Initials: V,. LAKE OSWEGO,OR 97035 P L7 7 I FA: 10093100 503-636-2500(MAIN) 503-636-2501 (FAX) VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PL77 IN DWG. TIGARD WEST 7� APPLICANT: PROPERTY OWNER: DESCRIPTION USE N0. 3A, ,- t sw, y3. FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. AMERICAN TOWER DELAWARE CORP. 12965 SW PACIFIC HWY 9. ° 1101 PERIMETER DRIVE, STE 225TIGARD,OR 97223 ,: € '. 4004 KRUSE WAY PL, SUITE #220 X T-1 TTTLE SHEET `'" 3 + r` ,'" SCHAUMBURG, IL 60173 9 Ns LAKE OSWEGO, OR 97035 SV-1 SURVEY ,.......... M 4 CONTACT: CONTRACT MANAGER .� i �# PH (503)E 5 9D PH: (847) 240-1508 I .1 Mir PH: 539 9247 X GN-1 GENERAL NOTES PROJECT: ^1 TOWER OWNER; X A-1 OVERALL SITE PLAN LTE 3C R x^r --, e PROJECT ENGINEER: X A-2 COMPOUND LAYOUT PLANS °,�.a ! ! a'V , .Y, FDH VELOCITEL INC. PRESIDENTIAL WAY WOBURN, MA 01801 X AMERICAN TOWER CORP. 10A-3 EQUIPMENT LAYOUT PLANS ISSUED FOR: y s�' , hy,� = 4004 KRUSE WAY PL., SUITE #220 X A-4 ELEVATIONS CONSTRUCTION a "^"' �'•"'^"fin .,�...+>_ '` LAKE OSWEGO, OR 97035 PH: (503) 880-4940 law S SITE' LOCATION PAUL TIBBOT, P.E. ATC NAME/#: CHEMAWA/308323 A-5 EQUIPMENT DETAILS SUBMITTALS PH: (503) 636-2500 A-6 EQUIPMENT DETAILS Rte, DATE DESCRIPTION Br Sttt p' ,s. of r sr .rx� s, A-7 SITE DETAILS A 12/16/15 PRELIM CDS RB MI .I 0._tc �,• 3 Q CONSTRUCTION MANAGER: A-8 GRADING & EROSION CONTROL PLAN 0 02/09/16 FINAL CDS RB N: I FDH VELOCITEL, INC. A-9 GRADING & EROSION CONTROL DETAILS N Kt.,. 4004 KRUSE WAY PL SUITE #220 A-10 GENERATOR DETAILS , aly .1",,,,, °"y LAKE TELFORD A-11 OR 97035 A-11 PROPANE TANK DETAILS Y eo^„ y o•nee +'', 1a !+ C'�"4�nN: wry +t,, s -OA., JAY TELFORD J1-!j"-‘'.:,..44,1"#.0.,` r �`9y iPH: (503) 349-2149 A-12 SIGNAGE DETAILS r� *s r'{. A-13 SIGNAGE DETAILS 7 n� .Iyi k� 4 a i=•,�.r r X RF-1 ANTENNA CONFIGURATIONS W Palk St • vecil. �.,..+MI T w ^w, w sw� T•° MI 3 = l - ° X RF-2 RF DETAILS w- +<s sswcooktn� y�v�t�aa`�` RF-3 RF DETAILS _ P. C?I =ham 6. X RF-4 RF NOTES :, 3 �`O, X G-1 GROUNDING PLAN FA(: 10093100 ' a ` ': N'es� SW oR N CODE INFORMATION: X G-2 GROUNDING DETAILS DRAWN BY: RB ...n G-3 GROUNDING DETAILS CHECKED BY: PT 'r �'""""'° � ""' ZONING CLASSIFICATION: GC (GENERAL COMMERCIAL) a �, BUILDING CODE: IBC 2012 G-4 GROUNDING DETAILS CURRENT ISSUE DATE: NTS QTS `* CONSTRUCTION TYPE: IIB tut a. •• OCCUPANCY: U Sw EUpemod St E-1 UTILITY SITE PLAN 02/09/16 JURISDICTION: CITY OF TIGARD E-2 ELECTRICAL DETAILS E-3 ELECTRICAL DETAILS STAMP: DRIVING DIRECTIONS SITE LOCATION: (BASED ON NAD 83) cirryl- E TER FOUNDATION DETAILS FROM DOWNTOWN PORTLAND, TAKE 1-5 SOUTH TOWARD SALEM/TIGARD APPROX. 6.1 MILES. TAKE EXIT #294 OR-99W TOWARD TIGARD/NEWBERG. STAY ON TAX LOT #: 25-10-26D-02600 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 LATITUDE: N 45' 25' 36.006 (45.42666) �`��`�`•D PRUf�cJJ, LONGITUDE: W 122' 46' 47.528" (-122.77986) REVIEWED EtICHW C N is/67i I NZ�' /ma TOP OF STRUCTURE AGL: 78'-0" BASE OF STRUCTURE AMSL: ± 198.0' Approved: [1.1"---j- ``Q�'•' �'_ PROJECT AREA: OTC: [ 1 UJU�I. APPROXIMATE LEASE AREA: 144 SQ. FT. J- GENERAL INFORMATION: Permit#: ........Ve) 7Y( _ 02,1 ,/1 •• ,1 5)REGON0 1. PARKING REQUIREMENTS ARE UNCHANGED. Address: I G(5-<-5:&') C �. (,6, I '9 .• j9 9,ZO ,j� APPROVAL/SIGN OFF OF DRAWINGS 2.3. NO 11C IS GNAGE IS PROPOSED. .µµ •" F= -� `'7 LL D.TWO CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE Suite#. PROJECT DESCRIPTION. � ,. ,.7,/(2116PFNEWS 06/30/16 ,, CONSTRUCTION MANAGER COMPLIANCE AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED Is `oa Date: ' LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER AND AN EQUIPMENT SP FACILITYI CONSISTING OF AN ANTENNA ARRAY ON A 78FT T THE INFORMATION COONraOIN THIS SEE N CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR w DEPLOYMENT MANAGER DISCLOSURE AT&T MOBILITY TWA ATS1RIct Y PROJECT MANAGER AT&T WILL REMOVE/REPLACE FROM TOWER: SffE ACQUISRION EQUIPMENT ENGINEER • • (6) GSM GSM"8 0 A R NNA PER SECTOR, (3) TOTAL PROHIBITED. ZONING INTERCONNECT OFFICE COPY SHEET TIRE: AT&T WILL INSTALL ON TOWER: 7 SITE ACQUISITION MANAGER OPERATIONS • 1 LTE WCS/GSM 850 ANTENNA PER SECTOR, (3) TOTAL PERMITS 1 LTE WCS RRH PER SECTOR, (3) TOTAL TITLE SHEET RF ENGINEER 1 DC SURGE PROTECTORS) REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER 2 48V DC CABLE RUNS SHEET NUMBER: REV. REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T- 0 • 9121ERAE NQTF& • •GENERAL NOTES:•(CONTINUED} •• •• • •• CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES ••• • • •• • • • • 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDMONS. NOTIFY AT&T AND : :21= CONT�ACTOR•TODOCUMEIQT.tL CH NCF,S•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 }} * ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (RED LINING)THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT OWNER REQUIREMENTS. aL�` SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-O". 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 lEffiThIMILSEOESI THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC •21./MR,CO-LOCATION SITES: CONTACT TOYER OWNER REPRESENTATIVE FOR BAR DIAMETERS OR A MINIMUM OF 2'-O'. 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. LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT IQ Z2.0I IRACTC 1 I:TQ tOORDINATC ALL:PO/ER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 19801 UW 72ND AVE6200 4 DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL • COMPANY A%REQUIRED. COM1RAlCTOR"TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL TUALATIN,ORR 97062 COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH•!3N AIM SUBSTITUTIONS OF•MMTE9RML4 AND/OR EQUIPMENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT F D H VELOCITEL THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND : ATV'COISTRUCI10tt Mra4ER• • UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. CONFIRM THAT THE PROJECT WILL BE ACCOMPUSHED AS SHOWN. PRIOR TO • • ••• ••• •• • • ENGINEERING INNOVATION PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES a 14. WHIRE ANCHORING i0&CONORET: ROOF SLAB, CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDTDONING INT INTERIOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY • (PRIOR TO•SUBMRTIRG EIDr WRIT CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APL APPROXIMATELYPRGROUND LEVEL MAX POUNDS4004 BLDG.40 4,E WAY #220 APRXLDILDIN MAX MAXIMUM 4004,SUITE#220 INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" BLDG BUILDING MACH MECHANICAL 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BLK BLOCKING MIL 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 IXPOSED(z 06 BARS) 2' CLG CEILING 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 APPUCABLE). CUR 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) 1)¢' CONC CONCRETE MIN MINIMUM SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES CONST CONSTRUCTION MISC MISCELLANEOUS PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT SLABS AND WALLS (INTERIOR FACE) 34" CONT CONTINUOUS NA NOT APPLICABLE DOCUMENTS. THE BIDDER SHALL. BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. DBL DOUBLE NIC NOT IN CONTRACT SITE ID: PL77 WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. C DIAMETER NTS 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 NOT 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. ON DOWN OD OUTSIDE DIAMETER EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. HVVY 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DET DETAILPROD PRE129 I RW,OR PACIFIC723 DWG DRAWING PRO PROJECT TIGARD,OR 97223 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTES; AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE EA EACH PROP PROPERTY THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S 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 3C 14. ALL EXPANSION ANCHORS TO BE HILT1 BRAND. ADHESIVE ANCHORS REQUIRE EXT EXTERIOR SHY SHEET 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL FIN FINISH SIM SIMILAR ISSUED 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 SIBLEMLIIELLIMM FT FOOT SS STAINLESS STEEL SUBMITTALS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY GA GAUGE SR STEEL REV. DATE DESCRIPTION BY IN STRICT ACCORDANCE WITH ALL 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 GALV GALVANIZED STRUCT STRUCTURAL A 12/16/15 PRELY CDS RB 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 LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC GRND GROUND SUSP SUSPENDED 0 02/09/16 RIVAL CDS 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 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 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 95X). ENSURE THAT EXCAVATIONS ARE FREE LESEND OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY ARCHITECT TYPE OF MEMBER SUBJECT PARCEL 10. SEAL ALL PENETRATIONS THROUGH FIED RE-RATAREAS WITH U.L LISTED OR ARE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 -- F* 10093100 MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI SECTION UNES DRAWN BY: RB PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI - PROPERTY LINES CHECKED BY: PT IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98X ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI RIGHT-OF-WAY LINES 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KSI CURRENT ISSUE DATE: NOT LESS THAN 2-A OR 2-Al OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 0-•015-•PROPOSED CONTOUR - MAJOR PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE OSSC SECTION F. CONNECTION BOLTS ASTM A325 TWIST-OFF 0-----0 PROPOSED CONTOUR- MINOR 02/09/16 1704 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. -:-COAXIAL CABLE RUN UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT - �`cD PROF 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 '° -10-FIBER OPTIC CABLE RUN 4 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 -'-ELECTRICAL CABLE RUN i13. 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 HEADg� O�DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BEFENCE - SEDER/OIMENT ciiii6e, `0� - CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 -° ° - PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING REINFORCING BARS (IF REQUIRED SHALL BE PERFORMED USING E70 XX -'T"--'-r"T FENCE - CHAINUNK, /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 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH WELDED BARS. OREGON CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 02/1 /1ati 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 9,10 4-4441 9 GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES jjA ,..�p 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. v`D l►Y • TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE OSSC. CEMENT SHALL BE ASTM C150, 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL PORTLAND CEMENT TYPE II U.N.O. MEMBERS." RENEWS 06/30/16 • 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES NAMING MING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF UCENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' DIA.) • PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THE INFORMATON Ixx� THIS TEE IN CONSTRUCTION I1LINNTTH PROPRIETARY BY NATURE.MY ME 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 5/8w DIA. ASTM S IS ® DISCLOSURE OTHER THAN THAT WF•CH INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE. RELATES 10 AT&T 1A0BRJtt IS STRICTLY C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE 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 • CAUTION! CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN THE AREA AND ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINTTME 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 . UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO Call before dig. GENERAL NOTES CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE you 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 DRIWNG, WELDING AND CUT SURFACES WITH 2 COATS OF 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. SSTTRRUCTURAL DRAWINGS AND NOTES SHALL TAKE NRA RLy PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. G N-1 0 2 • -- •• .O.- • • -• • • • ••.. .. • 1/1" EXISTING • • • • • \ • !: " \ at&t BUILDING \ / !y MOBILITY / i r_ • _-_, /'' \` MUT / / C' / �` •• • • • • • • • • `• / /i AT&T MOBILITY CORP. • • • • • • • �• / \ �� , / . ) A •• •• •• -•DOSING•• • • •• • ao / / 19801 SW 72ND AVE.,STE.200 �_ >�� •• �ARKING • • • '' E / /,' TUALATIN,OR 97062 / � /" /J`' ,/ ••• ••• • • •• • EXISTING \ \ F D H VELOCITEL • • BUILDING / ' • • ••• ••• •• • • \ / /' \ ENGINEERING INNOVATION / \ /' 4004 KRUSE WAY PLACE (\ // V BLDG.4004,SUITE#220 EXISTING / /// / / LAKE OSWEGO,OR 97035 PARKING AREA BUILDING \ ; / �N // / 503-636-2500(MAIN) / • ® BDUSTINGUILDING �� 503-636-2501 (FAX) �\ / I \ /' / // EXISTING AT&T OUTDOOR EQUIPMENT\/, \ // / SITE I D: PL77 / PAD (SEE SHEET A-3 FOR \ EQUIPMENT LAYOUT). N V / TIGARD WEST \ // EXISTING 78-0" MONOPOLE. \ \ / 12965 SW PACIFIC HWY \ / EXISTING AND PROPOSED /' TIGARD,OR 97223 ANTENNAS NOT SHOWN FOR \ ///, / (SEE SHEET RF-1 FOR N N �-L- ANTENNA LAYOUT). / PROJECT: LTE 3C (.,_,4, ,.1)) 40k /L ISSUED Fora \ / EXISTING:.i x -,----,,,..1); \ CONSTRUCTION \ 1, PARKING AREA / fi— SUBMITTALS v67 \ C r i' REV. BATE DESCRIPTION BY EXISTINGI / ,F 1 c ) A 12/18/15 PRELIM CDs RB ":4 BUILDING . •;�• I 0 o2/os/16 FN�L CDS RB ii ,/ ,' a --a • , _„,,,----7--‘‘..) ( 40 , 6> , , ,_,,,___.„ ,,. ., )..„, n„--,,-_-__,_„.,) /// ,(,,,-- ,-t‘$,,,,,,-- _y ,-,---c--_,-,,,, _ ..,, _. Y — EXISTING / / ,y i 1 " �/ // i rr ,---., ,:,--,-2.-L,- 7 ,, ,,,, j..)., , .,,,,,f, , /, --7,,2 6...,f,,,,,,,, „:,.;.:,------ 7._.—, BUILDING -" p Th r rri tel /r ; 4 ;�'). / / ,G€�,�,Yr �C_ ��Y ,,0 -- c -.. ,�, 'Y ` J� *{\ , / ��� "// Z` FAF: 10093100 \' ') DRAWN BY: RB / Z \ '-'4'-'' ,Y/r i ...�•✓6 �"" � �` "y, c CURRENT ISSUE DATE �,' �� �� EXISTING s� " 02/09/16 / ,� -; .( ' / PARKING AREA g, /, C �`\ \ � I STAMP F 0. / --�`^ --, r i y ,v'�lr\� / / II \/ w `,�t PROF -- �� Y - \ g3 �� � �� � : ,�- _ �1 ;/ ti� 3l-q cow '�• 8,r D7' T EXISTING V / �� PARKING AREA/ _ � = � \ v Of3EGON0 / °� 02/1 /1 9.�� Q� n"tom / a1 RENEWS 06/30/16 THE INFORMATION CONTAINED N THE o /, � cc.'j I SET OF CONSTRUCTION D0001ENI5 E %4� DISCLOSURE IWN THAT /' / • • —OSI At RELATES 70 AT&T MAIM(IS STRICTLY AMICH 1\. PROHIBITED. /, • \." I FrFNQ BHEEF TITLE / -- —SUBJECT PARCEL ��� / EXISTING / —— —— —SECTION ONES OVERALL SITE PLAN /' BUILDING - - PROPERTY UNES �' / / // - - RIGHT-OF-WAY UNES stEET N _ REV. 22.x..34'SCALE: 1:25 OVERALL zsOVERALL SITE PLAN 1 A-1 0 „-x17'SCALE 1:50 • -- •• S. • • - • • • • -- • • • • •• •• • • • • • • ••• •• •• ••• • • • • • • • •• •• • • • at&t • • • • • •• • • •• MOBILITY • ••• • •• • • • • • • • • •• • AT&T MOBILITY CORP. • • • • • • • • •• 19801 SW 72ND AVE.,STE.200 • • • • • • • • • • • • • • • • • • • TUALATIN,OR 97062 • • • ••• ••• • ••• ••• • • •• •• FDH VELOCITEL • - • • • • • ••• ••• •• • • ENGINEERING INNOVATION • • '. . , • ••• • • 4004 KRUSE WAY PLACE 34'-6" 34'-6" BLDG.4004,SUITE#220 _ _ _ LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 503-636-2501 (FAX) 13'-6" 13'-6" SITE ID: PL77 EXISTING SWING EXISTING AT&T OUTDOOR GATE-Nr. TIGARD WEST EQUIPMENT PAD, SEE -\\"\ `\ SHEET A-3 '\ f .- \ .I 12965 SW PACIFIC HWY \ / TIGARD,OR 97223 II �. 11 I PROJECT: LTE 3C EXISTING ICE BRIDLE :1`. y1l �' ' �II�. 001 Fill 1 'Lill CONSTRUCTION UBMITTALS ! 8l EX'�.STING Ii�r rs I • REV. DATESTRUCRIP110N BY ��GENERATOR 1�! 'l�gl�� IB • EXISTING (1) FIBER (2) DC i ,� � _ PROPOSED PROPOSED CABLES L� 02/09/16 Feat CDs RB CABLES TO EXISTING DC •� Via* nn _ — ,. A 12/18/15 PRELMI CDS RB SURGE PROTECTOR '1.4,,,_ cP ® • PROTECTOR (SQUID) I Iia;' o EXISTING (18) RUNS .i. 4. —® N, EXISTING (12) RUNS 1` t , r N OF 7/8" COAX . ... OF 7/8" COAX (6) RUNS TO BE REMOVED ii �. EXISTING FENCE inII 1111 ' EXISTING 78'-0" MONOPOLE ����//////////// ��W/ BARBED EXISTING 78'-0" MONOPOLE EXISTING ANTENNAS NOT WIRE TOP PROPOSED ANTENNAS NOT .�' ' //, /�/ / / / -- SHOWN FOR CLARITY, SHOWN FOR CLARITY, '0 SEE RF-1 .0 SEE RF-1 0 7/ EXISTING EQUIPMENT - FA': 10093100 f7 (OTHERECARRIER) �. �.� �• DRAWN BY: RB 1 :://- ( EXISTING - CHECKED BY: PT tj// /'/y%/////% .`� I METERco -/ .i / m CURRENT ISSl1E DATE: I EXiSTING I 02/09/16 f UTILITY f co STAMP: H-FRAME 30'-6" 4' 30'-6" 4' �+ .4G t4' O, 4 ' I- 02/1 /1 44o11 7 cowo RENEWS 06/30/16 o THE NFORMATION CONTAINED N THIS SET OF CONSTRUCTION 0OCUIE)IIS IS TZ PROPRIETARY BY NATURE.NW USE OR DISCLOSURE OTHER TNM THAT 86101 ELATES IATFS TO AT&T MOBILITY S STRICTLY \\... \s. PROHIBITED. SHEET TITLE Q A'►Q COMPOUND �' -0�a —. LAYOUT PLANS SHEET NUMBER; REV. 22•x34-SOW": 1• 5' 1 e 2z•x3a-SCALE: 1-.5' e I0 11 x1r SCALE: 1- 10' o' 5' 10' EXISTING COMPOUND LAYOUT 2 11•x1-SCALE:S 1--10' o' 5• 10' PROPOSED COMPOUND LAYOUT 1 A-2 • M •". -• • • • - •O- • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • . . • • . at&t MOBILITY • ••• • • • •• • • • • • • • • •• . • • • • • • • • •• AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 f.,, • • • • • • •• • • • TUALATIN,OR 97062 • • • ••• ••• • • .•. ... . • .. .. FDH VELOCITEL • • • • • ••• ••• •• • • END I N EE FOND INNOVATION • • .. ... • ••• • • 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 ` 15' 15' — LAKE OS GO,OR 97035 503-636-2500(MAIN) 503-636-2501 (FAX) EXISTING ICE BRIDGE EXISTING LTE SITE ID: PL77 (TYP) GPS ANTENNA TIGARD WEST EXSTING (1) FIBER (2) DC EXISTING FLX16WS LTE EXISTING TE43 CABINET 12965 SW PACIFICHWY CABLES TO EXISTING DC \ CABINET ON PLINTH TIGARD,OR 97223 SURGE PROTECTOR - PROJECT: __ EXISTING UMTS CABINETLTE 3C i i.: -.T.,<,,,,,,,>,..,<,,.. I • 9♦ •<,> < ISSUED FOR: '401 S ,,<,>.,11 �?<J` EXISTING TELCO BOX AND ° ,o� .'�U �J -,,/'- -- `,./-1-•U<° EXISTING (18) RUNS '` `� •3� �� ���1� nn�1��7 UMTS AC SUB PANEL EXISTING (12) RUNS \° �<7e4 ��.��� �-j-�j� �—' CONSTRUCTION OF 7/8" COAX D. ° v A I OF 7/8" COAX V D. Y 'I\ L SUBMITTALS (6) RUNS TO BE REMOVED e n' �' \ ° I° ° v0 ° ' / ,.v I EXISTING GSM ^ �� DESCRIPTION C 8r CABINET • ..;_.� - - a I ° ° A 12/16/15 PRELIM CDS RB EXISTING >o `i' °p PROPOSED (2) DC CABLES TO ..i '. . °p / 0 02/09/16 ENTAL CDS RB GSM CABINET H i — , to PROPOSED DC SURGE ,, -_ r+ i -� - ° m ° N4. / of PROTECTOR (SQUID) o /I. ) / ° b, / ° ° ° ° ° EXISTING TE40 EXISTING TE41 CABINET ° ?( Vi PDU CABINET ° ( 1 ° °° EXISTING H FRAME W/ AC PANEL, ° �� ." ° N l I— CAMS LOCK GPROTECTION EN AND Gn n ' � „ °` 01 1�ill ! EXISTING 78'-0' MONOPOLE yr1 EXISTING 78' 0" MONOPOLE FA/ 10093100 �®'; G EXISTING ANTENNAS NOT Ci © PROPOSED ANTENNAS NOT DRAWN BY: RB EXISTING DC6-1E SHOWN FOR CLARITY, ° ON EXISTING ICE ! e c� a SHOWN FOR CLARITY, CHECKED BY: Fr BRIDGE POSTSEE RF-1 SEE RF-1 � CURRENT ISSUE DATE LI%616111 I��yVy��qq a°° 02/09/16 Ar ALJ/@ ,'ip- ' Woo ° STAMP: •EXISTING FIBER �;, • �'' LOOP ENCLOSURE o ���Epg04 C\7\ 4aio fir A r --- EXISTING ICE BRIDGE (OTHER CARRIER) 02/1 /1 ORIONO 13.vi, RENEWS 06/30/16 0 11E NFORMATION CONTAINED N TENS iPROPRII SET �CONSIARY B MATURE.WV USE N DOCUMENTS OR a 1 1 DISCLOSURE OT LR TRMN TWAT WMCH RELATES 10 AT&T MOBNIIY IS STRICRY N N PR0 ii���, e-34`s SHEET TITLE: -.4uPt -14,re t— EQUIPMENT LAYOUT Ni" �./' PLANS TD SHEET MNABgEIR REV. 92N34.SCALE: 1•.2.5' I I EXISTING EQUIPMENT LAYOUT 2 22'x34•scAiE ,-2s' ' '� 1 PROPOSED EQUIPMENT LAYOUT 1 A-3 0 11'x17'SCALE: 1'.5' 0' 2.5' 5' 11'z1Y SCALE 1':5' 0' 2.5' 5' • •• •• •. ' . _. ••. .•• ••• ••• • • • • • • • . •• •• • • • • • • ••• • • •• • • • • • • • • • ; PkOPO9LD ANTENNA CONFIGURATION AND CABLE SCHEDULE 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY at&t OTHERS. TOWER OWNER RESPONSIBLE FOR MOBILITY LTE 3C/P177-TIGARD WEST SUPPUED BY AT&T W RElESS,FRO MRF CONFIG DATED: 32/3/15 BY: Piero Rovani REVIEW OF PROPOSED ANTENNAS. 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING ANTENNA • •• ANTENNA MD AZIMUTH DC SURGE AND FEEDER TYPE FEEDER LENGTH !MECHANICAL (WHEN APPLICABLE). SECTOR POS •••TEAHNOLOGY••i • r • ANTENNA MODEL TMA MO DEL QTY +NT&T 3. CONTRACTOR TO VERIFY RF DATA WITH AT&T MOBILITY CORP. MIKE• • •• CENTER(FEET AGL) (DEGREES) DISTRIBUTION(QTY) (LTE) (Fl) 1 • • •• •• + • •• • •3y112703MAA 60 0 (DEGREES) � 0 �) ENGINEER PRIOCONSTRUCTION TO CONSTRUCTION AND/OR RF 19801 SW 72ND OR 9 STE 200 1 •. LTE /1900 . .ALUM , .. TUALATIN,OR 97062 A 2 UMTS$150/1900 Kathrein 742-264 60 15 LGP 21401 2 0 3 4 lgiNC'6#GSM 860 •KMW. .. EPBQ-6S2L91•18 60 0 0 FDH VELOCITEL 1 FIBER/ • 1 LTLtoI.U1 1901) • : A. : . 31R.S2703AAAA 60 13 —0 0 0 ( (4)DC ENDINEE RIN3 INNOVATION g 2 PATS 4• • ^i•"h�- .• • 742-264 60 135 LW 21401 2 DC6 4&6018 SF(2) 80 0 3 • ••• • • 4004 KRUSE WAY PLACE 4 UTE WCS/GSM 850 KMW EP8Q-65218H8 60 130 (1 7/8" 0 BLDG.4004,SUITE#220 COAX 1 LTE 700}(1900 ALUM 3JR52703MM LAKE OSWEGO,OR 97035 60 240 0 503-636-2500(MAIN) 2 UMTS 854/1900 Kathrein 742-264 60 255 LOP 21401 2 0 C 3 503-636-2501 (FAX) 4 LTE WCS/GSM 850 KMW EPBQ-6521BH8 60 240 0 SITE ID: PL77 TIGARD WEST ///\ SECTOR //,",,, SECTOR 12965 SW PACIFIC HY ALPHA EXISTING UMTS 850/1900 ANTENNAALPHA TIGARD,OR 97223 HV VY PER SECTOR (3) TOTAL TO REMAIN 0 0 PROJECT: = EXISTING UMTS TMAS MOUNTED BEHIND _ LTE 3C o i5 ANTENNA (2) PER SECTOR (6) TOTAL . ISSUED FOR N TO REMAIN N N a o Q o CONSTRUCTION L, O LJ O EXISTING LTE 700/1900 INTEGRATED ANTENNA J o �= J o IS) SUBMITTALS (1) PER SECTOR (3) TOTAL a z h ? z <n j REV. DATE DESCRIPTION 9Y z z TO REMAIN co z c.D 1 ;� O 1 A 12/16/16 PRELIM CDS RB LIJ If/ ¢v / a C 0 02/09/16 FINAL(XIS RB O III m EXISTING LTE 700 RHH Q z ti Q 2 (1) EACH PER SECTOR (3) TOTAL - Q a ~ U~ TO REMAIN c, :,t.)Q :t-- 'T /,. 2 EXISTING GSM 850 ANTENNA I• (...> (1) PER SECTOR (3) TOTAL \1.S 44,1% -�b • 436: TO BE REMOVED �,GS ♦ < qz ifilSt G• NPS "' PROPOSED LTE WCS ANTENNA FAQ 10093100 1�, 4 (1) PER SECTOR (3) TOTAL PRAWN BY: RB 0 GSM 8P21MUSN , +. *IS 44•� .41P*---'w`11► CHECKED BY: PT G 5 ♦ 1a ��� PROPOSED LTE WCS RRH CURRENT ISSUE�� SE 5 t 2 ■ SECTO 3 TOTAL P 1 PER RSECTO-' 0.0 !•'"""'""""" SECTOR !`•� O O o2/os/is �� � i� GAMMA '-- r GAMMA 1 >/w. STAMP: 04 850,,900 ���3F 850 1900 �1� ,,,/ SP p • UMTS ,ZN 9 GMS �5Nei '- .0 • 9� atkt POO SEG 'C 255. p11M tiT4 B,'CT NEN, ANTENNA ., �`,S SEC G 255 _ ,I S TN �T y�Fc >j‘i moo -4,Fc 30• !o �r T2 e 1,>, �g F O, q�i0<g ���Q i � \ S ti9 GS<1' GT�0/ r, �9 GST '/GTh'O �� ` `i�..\\,YYlly ♦•` F J3, * mss.s 00 qti ss o0 8s 19 ' 9� O 19 9� O OREGON 0 L 0 O 0 v� 2 � � 0 � � y � F IP� 9 oy Gr 90 SC ti� • GTy Oo 02/1 1tit. -yo ti o .,p; ,Lp,p �T3., 93. ,.p ,LNO .�C, 9 i P T3- P �l��/�, RENEWS 06/30/16 EXISTING DC SURGE PROPOSED DC SURGE "O• s, PROTECTOR (SQUID) PROTECTOR (SQUID) 141 THE NFORBATO3N CONTAINED N THE SET OF CONSTRUCTION DOCUMEIRS IS PROPRIETARY BY WIRE.MY USE OR I x OTHER T 141 hitT IS STRICTLYH SECTOR N SECTOR N PROF�RFD. E BETA ,52-4•..,, BETA -'ii ►,'— ..� SHEET TALE: _ 1 '► ANTENNA 0�02 -�/ to CONFIGURATIONS SHEET MIMEO& REV. 11x34 SCALE NTS EXISTING ANTENNA CONFIGURATION 2 I1N17-SCALE:NTS PROPOSED ANTENNA CONFIGURATION 1 RF-1 0 17'x17 SCALE: NIS 17'x17 SCALE:NIS • L • • • • • • • • • • • • • RING MOUNT FOR POLES _ MANUFACTURER: KMW •• •• •• • • • • • • PART': EPBQ-652L6H8 •i • • i•• •%"_=�`\i 1Yb TO 45'4. i� a}Q_} LENGTH: 99.6' • • • • • j:'—--ti 1 `�7C l WIDTH: 12' 7/ PROPOSED MOBILITY ' DEPTH: 6.3' 4/1 / EXISTING MOUNTING PROPOSED WCS RRH ' WCS RRH WEIGHT: 62.4 lbs R • •••• •• #�/• •• ••• \�4 PIPE . • • �i • •• I' EXISTING AT&T MOBILITY CORP. rn : : • • • 7 • • • :. 1�I . / EXISTING STANDOFF ARM, TYP 700 RRH 1 19801 SW 72ND AVE.,Os TR • • • • • •11 • • •• •• kJ v =® TUALATIN,OR 97062 4 • • • • • •*4 • • • I�I EXISTING UNIVERSAL RRH MOUNTING I • • •• ••• • /� MONOPOLE %°' / RING MOUNT 4o ; -•‘-.--- *- 101) BRACKET, TYPv1/4��A EXISTING STANDOFFt ... •.. . • -.•-' •,•'7 -.� � 1 1/2"0 U-BOLT F DH VELOCITEL ISI �Im • • • • • • r'; �.,.— �-' EXISTING 700 RRH \• ? 'p'n �� I -, (LENGTH TO STEEL UIn / • •• • • CHAIN MOUNT : • ••• ••• + Du4ENpINEE RINp INNOVATION • • • • • • • — EXISTING I I l MI��, EXISTING PIPE (12) RF CONNECTORS, • •• • • • • ' EXISTING STAND CHAIN MOUNT I 'C ; r TRANSFER PLATE, 4004 KRUSE WAY PLACE TYP LXIST1IEG 2 3/8"0 PIPE �1 OFF ARM •'!y �o I©H, TYP BLDG.4004,SUITE#220 ��I %� I I I 1111 LAKE OSWEGO,OR 97035 I r :it) S v ,�j ��l� � � �� 503-636-2500(MAIN) 71 00----- 46 r• ?S 503-636-2501 (FAX) EXISTING � PROPOSED ,3 ��°���� ��� PROPOSED RAYCAP DC co oa{l"N0® RAYCAP "SQU D" RAYCAP "SQUID' SURGE PROTECTOR, TYP L 1 DC SURGE DC SURGE - .,,`\ " MOUNTING EXISTING 2 3/86 PROTECTOR PROTECTOR PIPE SITE ID: PL77 (TIP) (TYP) MOUNTING PIPE - 12" -I SCALE : NTS ELAN EXISTING RAYCAP DC SURGE REFER TO RF SYSTEM SCHEDULE' TIGARD WEST PROTECTOR, TYP FOR SPECS AND QUANTITIES �pg65 SW PACIFIC HWY SCALE : NIS LTE ANTENNA DETAIL 9 SURGE PROTECTOR(S)—CHAIN MOUNT 8 ELAN 65TIGSW AC FIC H DC SURGE PROTECTOR, TO RRH PIPE MOUNT DOWNT1LT — PANEL ANTENNA 11' DIA. RAYCAP DC SURGE BE MOUNTED CLEAR OF VIA RING MOUNT BRACKET f PROJECT: '\:15 1 PROTECTOR, 'SQUID" CUMBING PEGS c6-7M ' LTE 3C WCS RRH 97223 E ISSUED FOR: mimmimmiiM1_—:� I . 700 RRHC. CONSTRUCTION = iI COAX JUMPER __---PANEL ANTENNA SUBMITTALS MOUNTING PIPE � I1 1� D------CABLES I , MOUNTING PIPE REV. DAA D RP BY 4. III L•>—._ ,,.g A 12/18/15 PRELIM CDS RB __-_ �_ I r , =� ANTENNA ARRAYNFROM I 1_ 0 02/09/16 Flw�cos RB �rrr�,� l m�f: a DISTRIBUTION CENTER \ L f I `T-ARM _Tel� - COAX/FIBER SUPPORT (_�I °' JTOPTHE RRH UNITSER AND �� AT 3'-0' O.C. MAX Kifyl [1iFlA 1 t tI 111 1:,� 11 I I 1\ MOUNTING BRACKET BY MANUFACTURER EXISTING MONOPOLE�'I :gm" FA/: 10093100 DRAWNRB MANUFACTURER- RAYCAP 5' MIN. RADIUS ON COAX ( BRASS CABLE MARKING TAGS AND BY: MODEL: DC6-48-60-18-8F ' JUMPER WHERE OCCURS I MARKING TAPE WHERE THE COAX CABLE CHECKED BY: PT 1'-6 1/2' - "SQUID" 1 1, I CONNECTS TO THE ANTENNA MOUNT WEIGHT: 32.6 LBS CURRENT ISSUE OATS 3 02/09/16 NOT USED 7 SCALE : NTS FIBER&DC SURGE PROTECTOR 6 sc :Nrs SURGE PROTECTOR AND RRH ATTACHMENT DETAILS 5 STAMP: WJ i10)J1ffi1J L MANUFACTURER: ALCATEL-LUCENT ��Val PROF • MODEL: RRH4X25-WCS , I ' m HEIGHT: 31.5' �� *0Il'i Q ipril11 1i� rl WIDTH: 12' ��JJu 1 ' DEPTH: 8.7" = TT 1 PE 12' I WEIGHT: 70 LBS 11 IQE OREGON FRONT � 02/1 14giot 9,1O'' D. 8 0 d L \\\ RENEWS 06/30/16 a \\ �� \\ THE�DRW11ON CONTAINED N THIS ---- _ \\ SET OF CONSIRUCIION DOCI11EM5 6 LZ'''' \\ �' PROPRIETARYSET IN1T .ANY USE OR i _-_ DISCLOSURE OTHER 1110/1 NAT WPM in •i� �, AT&TT MOBtITY IS StRICILY m na a��"a" .\ PROFM311FD. RRH lily." � t� BRACKETS. MOUNTING SHEET TIRE: f ��+ RF DETAILS EMU ISO VIEW SHEET NUMBER REV. SCALE : NTSRRHUNIT WITH SOLAR SHIELD R F-2 0 NOT USED NOT USED 2 WCS 1 NOT USED 3 4 • •• •_ .. ••• •• • • • • •" • • •" • • • • •• •• • • • • • • ••• •• • •. • •• • • • CABLE MARKING TAGS • • • • • • • • • • • • • • • • • •• at&t TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL MOBILITY ' TAG MADE OF STAINLESS SItWL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING „„„ r LOCATIONS SHOULD BE AS PER 'CABLE MARKING LOCATIONS TABLE". THE TACSHOULD.BE • • •• ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. • • • • • • • • •• • AT&T MOBILITY CORP. ' • • • • • • • • •• 19801 SW 72ND AVE.,STEL 200 • • •• • • • • • • THE FOLLOWING ARE 3 DIFFERENT O' • • • • •• •• ••• ••• TUALATIN,OR 97062 FORMATS TO BE USED FOR THE .1A • 1 A 1 A BRASS TAGS. T8 �1E1 •. 6.9U9 •• •• FDH VELOCITEL • • i® DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMATB i :QRMA1 C• •• • • ENGINEERING INNOVATION • • • ••• • • 4004 KRUSE WAY PLACE FORMAT A IS TO BE USED WHEN THERE BLDG.4004,SUITE#220 IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO 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 SITE ID: PL77 TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE TECHNOLOGY. TIGARD WEST SECTOR GAMMA SECTOR ALPHA RF CABLE C2 Al RF CABLE A2 12965 SW PACIFIC HWY THROUGH C6 AS THROUGH A6 AS 97223 REQ'D REQ'D PROJECT: LTE 3C ISSUED FOR Cl B1 CONSTRUCTION SECTOR BETA SUBMITTALS RF CABLE B2 DESCRIPTION BY DATETHROUGH B6 EL I AS REQ'D A 12/16/15 PRCDS RB 0 02/09/18 FINAL CDS RB BM SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND IS SEE 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 FAf: 10093100 CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY: RB CHECKED BY: PT 2. X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER CURRENT ISSUE (AS APPLICABLE). 02/09/16 3. X END OF JUMPER AT BTS CABINET STMT: X '- ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. li PR CABLE COLOR MARKING ‘��EG xgft*S - IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE r•. �►�pE � BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABEUNG. THE COLORS SHALL BE AS FOLLOWS: , OREGON SECTOR B: RED 02/1 1.49�,, ,?,o� SECTOR B: BLUEAc SECTOR C: GREEN D Travy THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF RENEWS 06/30/16 DATA SHEET (RFDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED AT EVERY SITE. THE IBCRNATKN CONTAINED IN THIS SET OF CONSIRUCI N DOCUIENIS IS '` COAX BOOT SPECIFICATION. PROPRIETARY BY NATURE ANY USE OR w as DISCLOSURE OBER THAN TENT WHICH + ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE BELLIES TO AT&T YOBRIIY IS SRBCILY PROHBIIED. ROXTEC H SEAL H3-150 / 3X (28-54) / 20 I'.-, SHEET TILE: E SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPUCABLE) RF NOTES CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL SHEET NUMBER REV. RF-4 0 • •• •• _• IF • • • • • • • • • S• • • ce • • • •• •• • • • • • s ••• • • •• • • • • SYMBOL DESCRIPTION GENERAL GROUNDING NOTES: • • • • • • • • • • • • • • • • • • • •• 0 COPPER GROUND ROD at&t 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW ® TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. % MOBILITY ' ••• • • • •• A CADWELD CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND • • • • • • • • •• • CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY CORP. • • • • • • • • •• 19801 SW 72ND AVE.,STE.200 • •' •• • • GROUND BAR • • • • • • • ® 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062 • • • ••• ••• • /ti MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR _.,, ` FIELD VERIFY & TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT ••• ••• • • •• •• /1/is EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFR'S PRACTICES. F D H VELOCITEL • • • • • 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE --_..---; ENDINEERINO INNOVATION • • ••• ••• •• • • • • COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE • ••• • • ABOVE GROUND. 4004 KRUSE WAY PLACE 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND BLDG.4004,SUITE#220 OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. LAKE OSWEGO,OR 97035 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. 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY SITE ID: PL77 REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING TIGARD WEST 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 12965 SW PACIFIC HWY GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. TIGARD,OR 97223 . GENERAL ROO NOTES MERE APPLICABLE): PROJECT: Y. GROUND DC6 SURGE 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE LTE 3C PROTECTOR AS THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, ISSUED FOlt REQUIRED, SEE G-2 UTIUZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. $' THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO CONSTRUCTION GROUND ALL WCS RRH'S LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO SUBMITTALS SHOW THE PLATEAU. APPROXIMATE LOCATION w♦ AS REQUIRED, SEE G-2 REV. DATE DESCRIPTION BY OF GROUND BAR AT .,S 2. 2 POINT GROUND TEST OR 3 POINT 62% IL 1S WILL NOT BE ACCEPTED A 12/16/15 PRELIM COS RB TOP OF TOWER e_., . ALTERNATIVES TO THE AFOREMENTIONED GROUND Italy. TEST SHALL BE o 02/09/16 RN.cos RB PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM .7� GRIDS AND EXISTING COMMUNICATIONS FACILITY. . .. Ili) %* , �1 ,4, FA/: 10093100 DRAWN BY: RB CIECKED BY: PT CURRENT ISSUE DATE 'sr 02/09/16 STAMP. 0 QED PROkrp �aN 0I # ., ., .., 774SIPE o 02/1 14 9.yob" D. RENEWS 05/30/16 • of INFORMATION INFOINFORMATION CONTNIED IN THIS w SET OF CONSTRUCTION DOCUMENTS IS i Q PROPRIETARY BY NATURE ANY USE OR 11 DISCLOSURE OTHER THM1 THAT WHICH RELATES TO AT&T MOB=IS STRICTLY PROMOTED. I `w— SHEETTRLE N —O�rAl GROUNDING 44.7, PLAN SHEET SCAL 2NUMBER G-1 REV. GROUNDING PLAN 1 0 T. 22•x34•SCALE: 1•-2.5• 17•x1Y SCALE 1•=5' 0' ��S' 5' • • V . . . .. SURGE PROTECTOR :I: i•• i•• QOL.�I E CRII1'-11•;a4 • • : r� dT; OR FIBER POWER • • • '• �� CONNECTOR -'' • • • CONVICTION MI) i 4'x30"x14' ;. }R}} LIE UMTS/GSM • • • • ::. THICK COPPER 1� t . al&l�!p�� ACOA INTERIOR � 11.6,s GALVANIZED X'x4'x1 4" GROUND KITS WITH LONG BARREL �f �`Sa �� MOBILITY "1= GROUND RING \ GROUND BAR THICK COPPER COMPRESSION DOUBLE LUGS AND �i I RRH(S), TYP TMA • ••• • • •• �\ '� BOND RF GALVANIZED INSPECTION WINDOW, ATTACH TO r t '�' • • • • iC• • �'1• BUS BAR(S) GROUND BAR GROUND BAR TYPE TA TYPE VN, TYPE NC TYPE SS 198 A W MOBILITY CORP.SP.200 I �� DC/FIBER I i • • • • • i • ��' TO 9" SECTION ISOLATOR A. TO RRH I kir, • • • • % , E n n (WHEN • TUALATIN,OR 97062 o f E E 9x UTILIZE GROUND KITS WITH 0000 0 0 0 0 0 0 0 0 0 0 0 APPLICABLE) "' .4._:_40%L. 71 -Fo FO Fowl—Cx CX I cx WALL MOUNTING 0 0000 00000000000 ° 1 �' 1 2 AWG AND 2—HOLE 000 00000000000 0% o I (2) #2 AWG GROUND I�f ••• BRACKET � • I `�_ COMPRESSION LUGS UNLESS ,:“:“3 0 0 0 0 0 0 0 0 0 0 0 ° IIII '' FDH VELOCITEL 2 \ _—�WIRE TO RRH, TYP' / \ • I TOQ, TYP •• • •• (� SPECIFIED OTHERWISE •° #2 SOLID BARE u �• • • • • • "A" SECTION BONDED TO: TINNED COPPER DTEJL TYPE VS TYPE VB TYPE PT ENGINEERING INNOVATION o 7 • ND�LU$�R $ • • WIRE CADWELD 5SYY RR�� 1J� INTERIOR GROUND RING •PO E•P D I ••• • EXTERNAL EARTH GROUND (TYPE—GL) = 4004 KRUSE WAY PLACE DC AND FIBER TO 8 COAX RUN EQUIPMENT TO "P" SECTION — BLDG.4004,SUITE#220 •?eeeesovoo eee (BURIED GROUND RING) • SURGE PROTECTOR(S) EXOTHERMICALLY WELD #2 AWG • MTALUC COLD WATER PIPE 'X' VARIES �� �'1 L ®� LAKE OSWEGO,OR 97035 Il MOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE BARE TINNED SOLID COPPER WIRE (IF AVAILABLE) — *74 ' \I�� 503-636-2500(MAIN) w ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING CONDUCTOR TO GROUND BAR. •• BUILDING STEEL I 1 ' 503-636-2501 (FAX) P MOUNT GROUNDING BUS BAR �-0 ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY TYPE GR TYPE GI TO TOWER AT GROUND LEVEL GROUND RING AND PROVILD PARALLEL EXOTHERMIC WELD L., TO WITH ISOLATION. J eeeee,eo,:oso NOTE: CADWELD 'TYPES" SHOWN ABOVE ARE EXAMPI.ES — CONSULT WITH SITE ID: PL77 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 SCALE : NTS GROUNDING SCHEMATIC DIAGRAM 5 SCALE: CELL REFERENCE GROUND BAR(CRGB) 4 SCALE : NTS GROUND BAR 3 SCALE : NTs CAD WELD EXAMPLES 2 12965 SW PACIFIC HWY NTS TIGARD,OR 97223 PROJECT: LTE 3C ISSUED FOR: CONSTRUCTION SUBMITTALS REV. DA1E DESCRIPTION BY A 12/16/15 PRELN CDS RB 0 02/09/16 FltNL COS RB FA/: 10093100 DRAWN BY: RB CHEMED E ED BY: PT CURRENT ISSUE DATE 02/09/16 STAMP: �s���E�PN �RO�44. �o - A'77STE46 •P OREGON 02/1 14q ,9,�o'`� D.T1 RENEWS 06/30/16 1 3 • o THE NFW1M4110N CONTANTD IN THIS SET OF CONSTRUCTION DOCUMENTS Is 2 PROPRIETARY BY NATURE.ANY USE OR as DISCLOSURE OTHER THAN THAT WHICH RELATER 10 AT&T MOBIJTY IS STRICTLY PROHIBITED. SHEET RILE: E GROUNDING DETAILS SHEET NUMBER: REV. NOT USED 1 G—2 0