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Plans DESIGN CONSULTANT ' at&t • 40 11:inte-grat-ed 14�"'`„� MOBILITY DESIGN SERVICES GROUP { - .r AT&T MOBILITYCORP.' 19801SW 72ND AVETE .200 N / � INT 7E TUALATIN,OR 97062,6� rLs O!" BAINBRIDGE ISLANDWA 810 A E OT OFFICE(562)900.3698 FA (602)2188820 Your world. Delivered . CITY cFTIGARD BUILsI,:��s?”' ; SIr FDH VELOCITEL PROPRIETARY INFORMATION TIGARD NE ..._ CII VIS_THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION ENGINEERING INNOVATION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 10955 SW 65TH AVE 4004 KRUSE WAY PLACE DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T BLDG.4004,SUITE#220 MOBILITY SERVICES IS STRICTLY PROHIBITED. TIGARD, OR 97223 LAKE OSWEGO,OR 97035 SITE : PT87 FA: 1 0094051 503-636-2500(MAIN)503-636-2501 (FAX) RFDS VERSION: 1.0 DATE UPDATED: 10/27/15 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PT87 - 0 s APPLICANT: TOWER OWNER: DWG. TIGARD NE • DESCRIPTION 5 i 3 FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. CROWN CASTLE NO. 10955 SW 65TH AVE " 4004 KRUSE WAY PL, SUITE #220 8547 154TH AVE NE T-1 TITLE SHEET TIGARD,OR 97223 ""'`'°Ni$' LAKE OSWEGO, OR 97035 REDMOND, WA 98052 z SWk""" a 8,,i# CHRISTINA SUAREZ BBU# 874135 GN-1 GENERAL NOTES C"" x PH: (503) 636-2500 x217 A-1 OVERALL SITE PLAN PROJECT: ITE LOCATION. s, A-2 COMPOUND LAYOUT PLANS 5O'OWLSt PROJECT ENGINEER: A&E CONSULTANT: A-3 EQUIPMENT LAYOUT PLANS LTE 2C/3C FDH VELOCITEL INC. ISSUED FOR: 5, 4004 KRUSE WAY PL, SUITE #220 INTEGRATED DESIGN SERVICES GROUP __ A-4 ELEVATIONS LAKE OSWEGO, OR 97035 16780 AGATE POINTE RD. NE, RF-1 ANTENNA CONFIGURATIONS REVIEW , c,nwlsIeasamresl- PAUL TIBBOT, P.E.m BAINBRIDGE ISLAND WA 98110 JON BOUTILIER RF-2 RF DETAILS SUBMITTALS PH: (503) 636-2500 (602) 769-9068 G-1 GROUNDING PLAN REV, DATE DESCRIPTION BY -d Nmm Eakala 81 ! G-2 GROUNDING DETAILS u O _ ne. ZONING CONSULTANT: A 11/22/15 PRELIM CDS JB FDH VELOCITEL INC. ■/1{ T ^• 0 02/03/16 FINAL CDS JB (1111 V O� L SITS LOCATION •r.,'"ya„ 4004 KRUSE WAY PL., SUITE #220 REVIEWED FOR CODE COMPLIANCE ' LAKE OSWEGO, OR 97035 CHRISTINA SUAREZ PH: (503) 636-2500 x217 Approved: rov_�� m g CONSTRUCTION MANAGER: pp caa: i y/ x r FDH VELOCITEL, INC. OTC: 7 Lii4004 KRUSE WAY PL, SUITE #220 # a LAKE OSWEGO, OR 97035 Permit#: � T/A t JAY TELFORD f��`�� t. CS'1 ,r 1� h4,,,, 5'`=.;,,k,5,, PH: (503) 349-2149 Address: � � L ! FA/: 10094051 R 5 4c is L71,. N CODE INFORMATION: Suites. DRAWN BY: JB , \F 8 ZONING CLASSIFICATION: NA CHECKED BY: JB , BUILDING CODE: OSSC 2014 �k 1 e1waY B D to NTS 5W Less NTS CONSTRUCTION TYPE: IIB Y' y a L l cur: 'ISSUE DTE I. OCCUPANCY: U JURISDICTION: iz 2/3/16 ' - U DRIVING DIRECTIONS SITE LOCATION: (BASED ON NAD 83) h r1 ♦ , FROM AT&T MOBILITY IN REDMOND:START AT 16221 NE 72ND WAY,REDMOND GOING TOWARD NE 73RD WAY.TURN RIGHT ON NE 73RD WAY.TURN LEFT ON 163RD TAX LOT #: 1 S138AD06300 • D �F i `H PL NE.TURN LEFT ON NE 74TH ST.TURN RIGHT ON BEAR CREEK PKY.TURN LEFT ON LEARY WAY NE.TAKE RAMP ONTO WA-520 W TOWARD SEATTLE.TAKE THE LATITUDE: N 45' 26' 29.37" (45.4415) r ! RENTON EXIT ONTO 1-405 S.CONTINUE ON WA-518 W.TAKE THE PORTLAND EXIT ONTO I-5 S.TAKE EXIT#294/TIGARD/NEWBERG.CONTINUE ON SW BARBUR LONGITUDE: W 122' 44' 38.25" (-122.7440) LEGAL DESCRIPTION `�5` GINE O 1 BLVD(OR-99W).CONTINUE TO FOLLOW OR-99W.TURN LEFT ON SW CORONADO ST.TURN RIGHT ON SW 64TH AVE.BEAR RIGHT ON SW 65TH AVE TOP OF STRUCTURE AGL: 100'-0" ;,� (, 14) 'L 111 ARRIVE AT SITE,ON THE RIGHT BASE OF STRUCTURE AMSL: 353'-0" NO TITLE REPORT PROVIDED r �p �r PROJECT AREA: 86899PE APPROXIMATE LEASE AREA: 332 SQ. FT. ?Co03, 2016 GENERAL INFORMATION: OFFICE COPY OREGON 1. PARKING REQUIREMENTS ARE UNCHANGED. APPROVAL/SIGN OFF OF DRAWINGS 2. TRAFFIC Is UNAFFECTED. y 3. NO SIGNAGE IS PROPOSED. <9N E. MGN CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE PROJECT DESCRIPTION: 3 CONSTRUCTION MANAGER COMPLIANCE AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 100' STEEL EXPIRES: 12/31/16 LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER MONOPOLE AND AN EQUIPMENT SHELTER. SET OF CONSTRUCTION DOCUMENTS aDOCCUMEENSIIS PROJECT MANAGER DEPLOYMENT MANAGER • AT&T WILL REMOVE 5) ANTENNAS TOTAL (3 EXISTING LTE 700 ANTENNAS AND 2 PROPRIETARY BY NATURE ANY USE OR EXISTING GSM 1900/850 ANTENNAS). DISCLOSURE OTHER THAN THAT WHICH SITE ACQUISITION EQUIPMENT ENGINEER • NSTALL 1 NEW LIE 1900/700 ANTENNA PER SECTOR, (3) SECTORS TOTAL. PRROOHII TES TO AT&T MOBIUTY IS STRICTLY = • NSTALL 1 NEW LTE WCS ANTENNA PER SECTOR, (1) SECTOR TOTAL g ZONING INTERCONNECT • NSTALL 1 LTE WCS/GSM 850 ANTENNA PER SECTOR, (2) SECTORS TOTAL- • NSTALL 1 NEW LTE 1900 RRH UNIT PER SECTOR, (3) SECTORS TOAL SHEET TTI-E: Lr SITE ACQUISITION MANAGER OPERATIONS • NSTALL 1 NEW LTE WCS RRH UNIT PER SECTOR. (3) SECTORS TOTAL PERMITS RF ENGINEER • NSTALL 1 NEW DC SURGE SUPPRESSOR AT TOWER LEVEL TITLE SHEET • NSTALL 1 NEW FIBER CABLE & (2) NEW DC POWER CABLES TO NEW DC SURGE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER SUPPRESSOR SHEET NUMBER REV. g REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED •• NSTALL NEW 2C RADIO EQUIPMENT IN EXISTING LTE RACK NSTALL (1) NEW STRING OF BATTERIES & (1) RECTIFIER IN EXITING BATTERY RACK. T-1 0 GENERAL NOTES; GENERAL NOTES: (CONTINUED) CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES 1, VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL STATE, LOCAL, OSHA, AT&T AND ' J"--- t}&Q�t} 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. `" at&t SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER BARS r i j '`. 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 I. LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. TUALATIN,OR 97062 DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. 1 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 FDH VELOCITEL 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 ACCOMPUSHED AS SHOWN. PRIOR TO ENGINEERING INNOVATION 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 OR 97035 , 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BLK BLOCKING MIL METAL LAKE OSWEGO, 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 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 APPLICABLE). 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 #5 BARS) 1X2" 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) 3'4" CONT 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 SITE ID: PT87 WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 0 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 NE OF DISCREPANCIES THE CONTRACTOR SI-TALL 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 10955 SW 65TH AVE 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DWG DRAWING PROJ 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 PUBUSHED 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 RN ROOM CONTRACT. INSTALLATION. EQUIP EQUIPMENT RO ROUGH OPENING LTE 2C/3C 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 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 REVIEW 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 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 A 11/22/15 PRELIM cos JB 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 02/03/16 FINAL CDS J8 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 95%). ENSURE THAT EXCAVATIONS ARE FREE LEGEND OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY ARCHITECT TYPE OF MEMBER SUBJECT PARCEL 1- 10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 - FA/: 10094051 MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACIUTY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI - - - - -SECTION ONES DRAWN BY: JB PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SI-TAPES AND PLATES ASTM A572, Fy 50 KSI - - -PROPERTY UNES CHECKED BY: JB IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI RIGHT-OF-WAY UNES 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-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 • .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 o- - -0 PROPOSED CONTOUR - MINOR f 2/3/16 0 1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL .00D 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 I U IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED. -a-COAXIAL CABLE RUN t, b UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS; ro r r T 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 • 0 •a 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 ,A 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 T T TELECOM UNDER/OVER HEAD l ./. -' �G T N EF, O�� DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE <ti Ali -0--FENCE - SEDIMENT !! 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 Y r 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 E10 XX " ' " "-FENCE - CHAINUNK, /W BARB 86899F''E 6-6 FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL ELECTRODES. WELDING WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS ',7f7;03.>20/6 NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES; WELDED BARS. OREGON ,, CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 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 GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES 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. -94 �'� 1 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 qN E. MON PORTLAND CEMENT TYPE II U.N.O. MEMBERS." - 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES �Xp�R�:� 1�/ 1 NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSES) 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.) THE T0111KfWN:croAY EI M/ATP PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR 17. CNOSPPECTIONS.CTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. WITHALL CANNCRETE WITH AIIR-ENTRAINIING SURFACESEXPOSED ECONFORMI CONFORMING ASTM CEATHER SHALL,C 494, C61E 8,RAINED 8. NON-STRUCTURAL07 OL UNLESS NOTED OTHERWISE. GRATING MAY USE 5/8' DIA. ASTM `lepil DISCLOSURE OTHER 1X11 IS��Y C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE PROHIBITED. 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 CAUTIO ! CALL BEFORE YOUTILITYN NINFORMATION SHOWNUMAY INOTTUBE COMPLETE.DIGRIED UTILITIES DCONTACTST IN TMTH ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT E AREA AND ACCORDANE WITH THE MANUFACTUC E S WRITTEN INSTRUCTIONS AND IN ACCORDANCE WITH THE PAINT Know what's below. SHEET TITLE: UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO Ca beforeyou 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. REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO x 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 DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF NOS: SHEET NUMBER: REV. SUBMIT TO AT&T. ALONG WITH REDUNED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL STRUCTURAL DRAWINGS AND NOTES SHALL TAKE e PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. G N-1 o- SYMBOL DESCRIPTION GENERAL GROUNDING NOTES. i- +.` 0 COPPER GROUND ROD f at&t " 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. +w MOBILITY ® TEST WELL ,� • ® CADWELD CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDmONS. AT&T MOBILITY CORP. GROUND BAR 19801 SW 72ND AVE.,STE.200 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062 MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR ` FIELD VERIFY & TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT..//, 1 \/ /' EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFR'S PRACTICES. FDH VELOCITELJ 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE ENGINEERING INNOVATION COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4004 KRUSE WAY PLACE Fn BLDG.4004,SUITE#220 NEW LTE WCS ANTENNA 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND LAKE OSWEGO,OR 97035 �9` (1) PER SECTOR, (1) TOTAL OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. 503-636-2500(MAIN) LLys t NEW LTE 1900/700 ANTENNA 6. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX) o' �5 (1) PER SECTOR, (3) TOTAL AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. SECTOR NEW WCS RRH UNIT �t 7. ELECTRICAL. CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING (1) PER SECTOR, (3) TOTAL SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY SITE ID: PT87 ALPHA "B" as ,�+1,rTf,Q REPRESENTDOCUMENTATIVE, PRIOR ALL CADWELDSOINSTALLATION OF AND GROUND RING TIGARD SYSTEM. PHOTO TIGARD NE �., "1 SEC•NNA � '�, 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 10955 SW 65TH AVE e� GROUNDING SYSTEM DUE TO SITE SOIL CONDmONS. TIGARD,OR 97223 GENERAL ROD NOTES (WHERE APPLICABLE); PROECT: 1 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE LTE 2C/3C ">► j THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, IssuED FOR UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. �Gf�2' 1 t?1i, THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO REVIEW �y •-y, ► LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO SUBMITTALS ry < iE.-s' SECTOR SHOW THE PLATEAU. REV. DATE DESCRIP ION BY 0. ..4. ,04tat BETA 2. 2 POINT GROUND TEST OR 3 POINT 629 TESTS WILL NOT BE ACCEPTED A 11/22/15 PRELIM COS JB goo "y 4.0 AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE 0 02/03/16 FINAL CDS JB o ,. PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM o . 11 N� GRIDS AND EXISTING COMMUNICATIONS FACILITY. r,� `' �� NEW LTE WCS/GSM 850 ' A ; * \\ (1) PER SECTOR, (2) SECTORS • A :- "TE WCS GSM 850 [___ ftilairiiiiirNalio SEC. " 80 AZs GS y -� omma �� ANTE" FA/: 10094-051 UlipammDRAWN BY: JB CHECKED HY: JR k)= NEW DC SURGE- • 2/3/16 o SUPPRESSOR f h 1 v 2 ti W co 4 3'� I 0 �G1NE R p1, ) �n � 868991 E Yr 1 ,.f �c6 03,120/6 SECTOR .- OREGON ✓ GAMMA ze y /4.1N E. MOS, 3 EXPIRES: 12/31/16 THE INFORMATION CONTAINED IN THIS o SET OF CONSTRUCTION DOCUMENTS IS PROPIRETARY BY NATURE.ANI'USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. N I SHEET TITLE —004— GROUNDING Nitwit, PLAN SHEET NUMBER: REV. ANTENNA GROUNDING PLAN I G_ 1 o -, 22"x34" SCALE: N.T.S. a 11"x17"SCALE: N.T.S. SURGE PROTECTOR DOUBLE CRIMP & OR FIBER POWER � ; CONNECTION (TYP) ,, at I' CONNECTORJOE �� 4"x30"x1/4" a l Q_♦ ��u��� UMTS/GSR `1 THICK COPPER .� ' ' l&L ' :U INTERIOR �i c GALVANIZED X"x4"x1/4" GROUND KITS WITH LONG BARREL 0f �Ll �kj r,r MOBILITY I GROUND RING � I �, ( ,� GROUND BAR THICK COPPER COMPRESSION DOUBLE LUGS AND RRH(S), TMA •� '� BOND RF GALVANIZED INSPECTION WINDOW, ATTACH TO OI Y �' ' GROUND BAR GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS AT&T MOBILITY CORP. 1) BUS BAR(S) 19801 SW 72ND AVE.,STE,200 DC/FIBER---AQ, I TO "I" SECTION ISOLATOR TUALATIN,OR 97062 TO RRH �� '-/ o \ > + piti 111 [ e ° (WHEN o f I NI /�� UTILIZE GROUND KITS WITH 0 0 0 0 c o 0 0 0 0 0 0 0 0 0 0 3' `.i Eo 10 —cx CX I l cx WALL MOUNTING w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPLICABLE) 1 .• I\ BRACKET • #2 AWG AND 2—HOLE C O'cc,' 00000000000: 71 ,• St ' '' I •1:1P'111 COMPRESSION LUGS UNLESS :0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I (2) #2 AWG GROUND I I ._, �� FDH VELOCITEL Tr \\ _— WIRE TO RRH, TYP \ ISOLATOR, TYP ( ) SPECIFIED OTHERWISE U #2 SOLID BARE • - , \ J A" SECTION BONDED TO: f TINNED COPPER TYPE W TYPE VS TYPE VB TYPE PT ENGINEERING INNOVATION BOND DC BUS BAR(S) & • 4004 KRUSE WAY PLACE 2 x POTENTIAL SURGE PRODUCING INTERIOR GROUND RING WIRE CADWELD _ J� DC AND FIBER TO COAX RUN EQUIPMENT TO "P" SECTION • EXTERNAL EARTH GROUND (TYPE—GL) SURGE PROTECTOR(S) (BURIED GROUND RING) I�, BLDG.4004,SUITE#220 VI9 EXOTHERMICALLY WELD #2 AWG • METALLIC COLD WATER PIPE f 44i �� ©� LAKE OSWEGO,OR 97035 MOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE BARE TINNED SOLID COPPER WIRE (IF AVAILABLE) �� ti VARIES ' � 1 ��� 503-636-2500(MAIN) ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING CONDUCTOR TO GROUND BAR. • BUILDING STEEL ' ' 503-636-2501 (FAX) L'? MOUNT GROUNDING BUS BAR ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY TYPE GR TYPE GL TO TOWER AT GROUND LEVEL GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD WITH ISOLATION. •il °� 000,es°°°�j SITE ID: PT87 NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES — CONSULT WITH I 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 NE SCALE : NTS GROUNDING SCHEMATIC DIAGRAM 5 SCALE: CELL REFERENCE GROUND BAR(CRGB) 4 SCALE : NTS GROUND BAR 3 SCALE : NTS CAD WELD EXAMPLES 2 10955 SW 65TH AVE NTS TIGARD,OR 97223 PROJECT: LTE 2C/3C ISSUED FOR: REVIEW SUBMITTALS REV. DATE DESCRIPTION BY A 11/22/15 PRELIM CDS JB 0 02/03/16 FINAL CDS JB ,y FYI: 10094051 a DRAWN BY: JB CHECKED BY: JB t. CURRENy ISSUE DATE: 2/3/16 srAs+: N MIMI ct "ISM z2.1 ,fN \ ,`2' i „ 0 `., .. . 'It 41(11 86899F'E rfE" _I ?e4'03,120/6 OREGON • q�qN E. MONS-1 E THE`IICFORIA4 U'cot rie Ih/T♦liS" .72 SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILTrr IS STRICTLY PROHIBITED. a 7, SHEET TRLE GROUNDING 1 DETAILS _:,8 SHEET NUMBER: REV., NOT USED 1 G-2 0