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Plans • •• •• •• • • • • •• • • ••• ••• ••• • • • • : . • • ••• ••• • • • • • ••. •• •• •• • • •• ••• • • •• • � .. ' at&t , �—_ RECEIVED MOBILITY • • • . • • 'b1N:•.2 2015 •.' '1 •• • ••• • AT&T MOBILITY CORP. !1,'��1� • • • • • • • • • • • 19801 SW 72ND AVE.,STE.200 • • • • CITY O TIGARD TUALATIN,OR 97062 \!,1 ••• BUILDING DIVISION Your world. Delivered. • PROPRIETARY INFORMATION . •�•• ••. .. • ■velocitel PFAFFLE complete wireless solutions THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION ' DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 8530 SOUTHWEST PFAFFLE STREET ••• • 4004 KRUSE WAY PLACE DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T BLDG.4004,SUITE#220 MOBIUTY SERVICES IS STRICTLY PROHIBITED. TIGARD, OR 97?23 LAKE OSWEGO,OR97035 PR72I FA: 1 009 41 09 503-636-2500(MAIN)503-636-2501 (FAX) VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PR72 APPLICANT: PROPERTY OWNER: IN DWG. PFAFFLE USE N0. DESCRIPTION IA - *�' SW Ta 'tns leIry Rd VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. 18655 NORTHEAST CHEHALEM DRIVE 5530 SOUTHWEST PFAFFLE ST ,E �i = y 4004 KRUSE WAY PL, SUITE #220 NEWBERG, OR 97132 X T-1 TITLE SHEET TIGARD,OR 97223 Co ri , +', OMet=9eF , LAKE OSWEGO, OR 97035 DONALD M SCHAEFER/ MICHAEL MUNCH SV-1 SURVEY t r.'' PH: (503) 636 2500 PH: (503) 227-4515 X GN-1 GENERAL NOTES PROJECT: 1 1 s .5 _. X A-1 OVERALL SITE PLAN r TOWER OWNER; LTE 2C E- «`+ r , PROJECT ENGINEER: CROWN CASTLE x A-2 COMPOUND LAYOUT PLANS ISSUED FOR: t+ s;r*i•.. �_ K 1 VELOCITEL INC. Cr QN Q v ,. - �,I�. {" 4004 KRUSE WAY PL, SUITE #220 2000 CORPORATE DINE x A-3 EQUIPMENT LAYOUT PLANS i S LJU(E OSWEGO, OR 97035 CANONSBURG, PA 15317 X A-4 ELEVATIONS CONSTRUCTION _ -_ PAUL TIBBOT, P.E. SUBMITTALS PH: (724) 416-2000 A-5 EQUIPMENT DETAILS SIT LQCATIN rn PH: (503) 636-2500 BU#: 855861 A-6 EQUIPMENT DETAILS DATE DESCRIPTION Q Q SHE LOCA : A-7 SITE DETAILS Jai X75 CONSTRUCTION MANAGER: m 3/30/15 PREUM CDS A-8 GRADING & CONTROL PLAN C. 3 30 15 F FINAL cos S ,} / �a VELOCITEL INC. A-9 GRADING & EROSION CONTROL DETAILS El 5/2B/15 nNI7�.j�jIjl'' RB O 4004 KRUSE WAY PL, SUITE #220 A-10 GENERATOR DETAILS -�U Q LAKE OSWEGO, OR 97035 A-11 PROPANE TANK DETAILS ---� l�'7 -' JAY TELFORD A-12 SIGNAGE DETAILS • � PH: (503) 636-2500 A-13 SIGNAGE DETAILS --� '9L- CODE INFORMATION: x RF-1 ANTENNA CONFIGURATIONS --U I 'Q� ZONING CLASSIFICATION: R-25 X I RF-2 RF DETAILS � O BUILDING CODE: IBC 2012 1 RF-3 I RF DETAILS 4 ': �l �/ • CONSTRUCTION UP NY: TYPE: IEDECOMMUNICATIONS � y OCCUPANCY: UNOCCUPIED X RF-4 RF NOTES Nj c JURISDICTION: CITY OF TIGARD X G-1 GROUNDING PLAN FA': 10094109 ii `� X 0-2 GROUNDING DETAILS DRAWN BY: DG Tigard Tigert/Reza -IT!" 0 g • SFTE LOCATION: (BASED ON NAD 83) G-3 GROUNDING DETAILS CHECKED BY: SN NTS Nit Yt -j NTS r TAX LOT #: 1S135DA01000, R275099 G-4 GROUNDING DETAILS G L CURRENT ISSUE 641E `1 '`o"..d . LATITUDE: N 45' 26' 16.50' (45.4379) E-1 IJROUN SRE PLAN 5/28/15 LONGITUDE: W 122' 45' 53.60" (-122.7648) E-2 ELECTRICAL DETAILS TOP OF STRUCTURE AGL• 80'-0' DRIVING DIRECTIONS BASE OF STRUCTURE AMSL• ± 228.0' (ASSUMED) , E-3 ELECTRICAL DETAILS STAMP: START OUT GOING WEST ON KRUSE WAY PL TOWARD DANIEL WAY. 0.05 MI TURN RIGHT ONTO SW HALL BLVD. 0.3 MI PROJECT AREA; , PROfE APPROXIMATE LEASE AREA 319 SQ. FT. ���CD CE1DDSSCKlIDION / TURN LEFT ONTO DANIEL WAY. 0.06 MI TURN RIGHT ONTO SW PFAFFLE ST. 0.02 MI GENERAL INFORMATION: �,��• � ��c T A�T � G Ng O TAKE THE 1ST RIGHT ONTO KRUSE WAY. 1.2 MI SITE DRWE IS ON THE RIGHT. 1. PARKING REQUIREMENTS ARE UNCHANGED. I2 'T'T r-VM'+V.'LJUNI.•1V �1M.iJG COMPLIANCE �� wt7 OOiPE 9 STAY STRAIGHT TO GO ONTO OR-217 N/BEAVERTON TIGARD FWY N. 1.0 MI 2. TRAFFIC IS UNAFFECTED. TAKE THE OR 99W IXfT, EXIT 6, TOWARD TIGARD/MCMINNVILLE. 0.4 MI 3. NO SIGNAGE IS PROPOSED. I• r 1 '/ _L!Ile TURN LEFT ONTO SW PACIFIC HWY/OR-99W. 0.3 MI PROJECT DESCRIPTION: i,: t `1 1-11 OREGON AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO l �� - TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 80FT •rL ��_/^vn / • '' .. gy {c, APPROVAL/SIGN OFF OF DRAWINGS MONOPOLE AND AN EQUIPMENT SHELTER. Per:— p V C_x),( 0 �, ��q�V Fs CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE AT&T WILL REMOVE/REPLACE FROM TOWER: Adz:= 05136 A . •" `30 • 1 700 LTE ANTENNA PER SECTOR RENEWS 06/30/16 CONSTRUCTION MANAGER COMPLIANCE 3) 12'-0" L3x3x3/16 HORIZONTAL HAND RAILS SLlItC 4: , LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER , I I '- THE INF RMATION CONTAINED N 1115 °, _ _ AT&T WILL INSTALL ON TOWER: Date: SET of coNSrRUCnoN DoctwExTS Is i • 1 700/1900 LTE INTEGRATED ANTENNA PER SECTOR '�' 1 PROPRIETARY BY NATURE ANY USE OR PROJECT MANAGER DEPLOYMENT MANAGER O�LOSURE OTHER THAN THAT WHICH SITE ACQUISITION EQUIPMENT ENGINEER • (3) NEW 12'-D"DRAWINGS BY HORIZONTAL HANDRAIL (REFER TO RELATE T MODIFICATION DRAWINGS BY FDH VELOCTfEL DATED RELATES TO AT&T MOBIUTY IS STRICTLY ZONING INTERCONNECT AT&T MOBILITY WILL DECIDE IF A MOUNT REPLACEMENT IS NEEDED. THE - EXISTING ANTENNA MOUNTS ARE BEING ANALYZED REGARDING TO PROPOSED OFFICE COPY SHEET TTRE: t SITE ACQUISRION MANAGER OPERATIONS LOADINGS ON EXISTING TOWER. PERMIT'S RF ENGINEER TITLE SHEET REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER SHEET NUMBER: REV., REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED T-1 , • •• •• •• • • • • •• • •• •• • • • •• •• • • • • • GENE AL NOTES: GENERAL NOTES: (CONf1NUED) cxTNf'RETE N (CONIINUEDI QTY PpOC®U • ••• • • • • • • • • 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONOTIONS. 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 PROtCTTON•METHOQS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND t}&Q�t ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDUNING) 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 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 tIOtES;•. • • • ••• 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 THAW THE•EX1611MG 1,01.11R/POLE AN 11'IpRT THE PROPOSED AT&T MOBILITY CORP. SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNR L011DIIIG fi TO B' L NE•Hl;OTHERS.. • • 19801 SW 72ND AVE.,STE.200 LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. • • • • • ••• • TUALATIN,OR 97062 DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE S•IJPPORT'S 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 REQUIREMM, •.. • • •• •• ■veloCirel„ PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SfTE WITH 23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT • • C THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. SYMBOLS AND A/BREW/IONS•.• ••• •. • • 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 All CON*IIIONING• • • • IRIT •• 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 LAKE OSWEGO,OR 97035 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BLK BLOCKING MIL METAL 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). 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 (5 05 BARS) 1)¢' CONC CONCRETE MIN MINIMUM SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUfT 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). PANDUFT PRODUCT SLABS AND WALLS (INTERIOR FACE) Y4° CONE CONTINUOUS NA NOT APPUCABLE DOCUMENTS. THE BIDDER SWILL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA DBL DOUBLE NIC NOT IN CONTRACT SITE ID: PR72 WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. • 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 DIAL DIAGONAL OC ON CENTER PFAFFLE 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 8530 SOUTHWEST PFAFFLE ST 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 R IS PLACED (3,000 PSI ELEC ELECTRICAL REQ REQUIRED PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE MINIMUM). PROJECT. CONTRACT. INSTALLATION. EQUIP EQUIPMENT RO ROUGH OPENING LTE 2C 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE EXT EXTERIOR SHT SHEET 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL RN 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. FIR FLOOR SF SQUARE FOOT 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED smucuseLaauggEs1 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 CA GAUGE STL STEEL REy. 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 GALA GALVANIZED STRUCT STRUCTURAL AI, 3/11/15 PREUM cos DG 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• 3/30/15 HtFINyALLO CDS XH 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 1• 5/28/15 REF�MOD was R8 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/ REM 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 )FGFND 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 LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 FA: 10094109 MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI ■SECTION ONES DRAWN BY: DG 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 ONES CHECKED BY: SN IN 8' (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI RIGHT-OF-WAY 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 LATE: NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 •-.015 •PROPOSED CONTOUR- MAJOR 5/28/1 5 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- - - - -°PROPOSED CONTOUR - MINOR 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. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS -a-COAXIAL CABLE RUN ��Ep PROfff 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 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 S` I N � 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 _ G 0 TELECOM UNDER/OVER HEAD V Q �' , DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE o-_ FENCE SEDIMENT . 'W 9 CONTRACTOR SHUT 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 7 o1J1PE l 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"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 C .19;""0-77 ,, 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 OA° ` BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. AU_ CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 6. COW-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND • • 9,2 V11 GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPLRIIES 0 4/44 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. •,TSO'C' TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE OSSC. CEMENT SHALL BE ASTM C150, 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED SILL STRUCTURAL i PORTLAND CEMENT TYPE II U.N.O. MEMBERS.' RENEWS 06/30/15 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES • NAMING 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' DA.) A PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THE INFORMATION CoNTNNED IN THIS o SET OF CONSTRUCTION DOCUMENTS IS W PROPRIETARY BY NATURE ANY USE OR 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED B. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DA. ASTM DISCLOSURE OTHER THAN THAT WHICH INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM X260, C494, C618, A3O7 BOLTS UNLESS NOTED OTHERWISE. RELATES TO AT&T MOBILITY IS STRICTLY ai C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE / PROHIBITED. 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND MOIST SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PANT SHEET TOTE:• 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. • 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 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 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 WM-I ASTM A615(S1) MAY BE WELDED 11. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF NOTE; SHEET NUMBER: REV. SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL STRUCTURAL DRAWINGS AND NOTES SHALL TAKE G N-1 PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. 1 • • • •• • •• •• •• • • • •• •• •• • --"•� • • —� ••• ••• •• • •• • • • •• • •• • • • - ---- - - . . t t MOBILITY • •• • • • ••• • • • • • •• • • • •• • • • • • • • •• - - - - ---- - - • • • • • • ••• • • __- AT&T MOBILITY CORP. • • • • • • • •• •• • 19801 SW 72ND AVE.,STE,200 • • • • ••• • TUALATIN,OR 97062 EXISTING SIDEWALK EXISTING TELCO VAULT •••• •••• •••• •� 'f�•GR WORK REQUIRED ■velocitel„ • • • ,FO IS eRGJEOT. • • ••• +��•-� complete wireless solutions • • • • •• • 4004 KRUSE WAY PLACE •�+ / • • / BLDG.4004,SUITE#220 EXISTING TREES 9 N �� 9 + LAKE OSWEGO,OR 97035 • 503-636-2500(MAIN) � �• 1 1 ________________+ 503-636-2501 (FAX) p ; �‘ • x x x x x x x x - SITE ID: PR72 0 ■ * } \ PFAFFLE I, EXISTING AT&T SLACK BOX • + + 8530 SOUTHWEST PFAFFLE ST TIGARD,OR 97223 ,1� } EXISTING MICRIN GENERATOR •X • • x- \, N. '_ i +/ RECEPTACLE LTE 2C o ;_ / // ISSUED FOR �' ° '\ + / CONSTRUCTION I'' 1 / SUBMITTALS I o 01 /+ O ,; REV. DATE DESCRIPTION BY <' A. 3/11/15 PRELIM CDS DG 0• 3/30/15 R�FlNy4�Lp 005pS XH } '� �`, ` \\ 1• 5/28/15 REF. MOD DWCS RB ` \ 1 , x • x .1 EXISTING _ F 1 BUILDING; �� 'r • ` O . , ` EXISTING • 1 \x� ` ` , . x ACCESS GATE II •1' . \ ���f,<:):,c.; 1 - FDRRAA.WN BY: 000094109 O® \' x CHECKED BY: SN ,1� ; r \x�� ` `\ •. CURRENT ISSUE OATS \, - \ "O # x 5/28/15 k \� STAMP: EXISTING 80 MONOPOLE WITH \.r ` x ANTENNAS (SEE RF-1) \� ® ���� PROf�nn o -A-. p . .4. • ` x CVs _,G I N�dtJtl(0' EXISTING ICE BRIDGE e / \� \1 _ 7 •001 PEA r k� .. • 0 ( 1 } • x EXISTING AT&T GROUND EQUIPMENT OREGON 0 �" \�` ,� J + • (SEE SHEET A-3) a • , • 9.20 ac i o• �, �� "raw , � \ 1. RENEWS 06/30/1 ol + \ " EXISTING CHAIN o k THE INFORMATION CONTAINED IN THE IS ,1 1 ' O e- . _ a \k LINK FENCE f I PPRROPRI�BY E ANT USE OR • i 1 \ x 111 RELATES AT&T MOBILITY IS STRICTLY \, e' *, e' �IVII N PROwertm. • � I ^nom , ' t SHEET TIRE: N o a el O� �� -oroi- COMPOUND ■ - LAYOUT PLANS SHEET NUMBER: REV. Li 22.x34'SCALE V.-5' II �. G 1 11..17.SCALE 1 -tD 0' 5' 10' PROPOSED COMPOUND LAYOUT I 1 • •• •• • • ••. •.• ••• •• •••• . • • • •• •• •• •• •• • •• •• • . • • •• • • •• - ••.• • • •• • • • • • • • • • •• •• _ at& • MOBILt ITY • I. • • • ••• • • • • • • •• • • • •• • • • ••• • • •• • AT&T MOBILITY CORP. • • • • • • ••• • • •• • • • • • • • 19801 SW 72ND AVE.,STE.200 • • • • ••• • TUALATIN,OR 97062 ••• ••• • IRE •GI� f�WORK REQUIRED velocirelx • • • • F0� _IS•PRWE�T. • • • • • ••• •. complete udreless solutions • • •• •.• • • 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) EXISTING TRANSFER SWITCH 503-636-2501 (FAX) EXISTING SURGE SUPPRESSOR il,\ EXISTING SERVICE PANEL SITE ID: PR72 \3°.. • `` PFAFFLE �� , 4, EXISTING FIBER FIF RACK 8530 SOUTHWEST PFAFFLE ST • TIGARD,OR 97223 i i EXISTING UTILITY BOX AND FIRE EXTINGUISHER PROJECT: EXISTING (2) DC POWER, LTE 2C (1) FIBER, AND (25) COAXIAL CABLES ROUTED EXISTING DESK ISSUED FOR: ALONG ICE BRIDGE 0+\\ s' CONSTRUCTION 0?3 EXISTING GSM CABINET SUBMITTALS BY EXISTING HATCH PLATE \\\ EXISTING GSM CABINET RAC 3/11/15 P DESCRIPTION 00 \ • 3 0• 3/30/15 RLyFINIAL COS OH \\ � 41111441 1• 5/28/15 REF. MOD��$ RB EXISTING BATTERY RACK / /'4IllIllrNIIS . , (2 STRINGS ABSOLYTE 100031) ► EXISTING ARGUS POWER RACK ® , /' FAj: 10094109 DRAWN BY: DC EXISTING BATTERY RACK CHECKED BY: SN 1 (2 STRINGS ABSOLYTE 100031) ` CURRENT ISSUE DATE: EXISTING TELCO RACK 5/28/15 I 4111" EXISTING UMTS CABINET N • i STAMP:����p PROFr EXISTING BATTERY RACK sS so I N g4 �* (1 STRING ABSOLYTE 100031) EXISTING HATCH PLATE 4/ 001PE4' (NOT USED) Cam•$ r OREGON N. • 9, 0 ►fly 3 --.° RENEWS 06/30/' g NE INFORMATION CONTAINED IN THIS PROPRIETARY BY NATURE.ANY USE OR SET OFI CONSTRUCf10N DICE* NTS IS DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY v *7 fiID ROF#B . i lI m I • SHEET TITLE: E �y`11 j- EQUIPMENT LAYOUT PLANS SHEET NUMBER: REV. Si 22•07•SCALE 1'-2.5' lil 11•x17• SCALE 1•-5' 0' S' A-3 1 PROPOSED EQUIPMENT LAYOUT I j 2.5' • •• •• •• • • • • •• • • • • • • • • • • • • • . •• •. •• • • • • - EXISTING LIE /00 PANEL ANTENNA, (1) PER SECTOR, (3) TOTAL. CITY OF TIGARD PROPOSED LTE 700/1900 INTEGRATED PANEL .•. • • • 1• TOWERS NA DIVA AND ANALYSIS BY ' TO BE REMOVED AND REPLACED. ANTENNA (1) PER SECTOR, (3) TOTAL • • • • • • OTHERS. OWER OWNER RESPONSIBLE FOR at&t EXISTING 700MHz RRH Approve. •y Planning EXISTING 700MHz RRH REVIEW RO OF PROPOSED ANT ANTENNAS. ' �� l ILI (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL 2. PAIHI PROPOSED ANTENNAS TO MATCH `yj MOBILITY • ••• • �J(ISTING (WHEN AVOWABLE). EXISTING UMTS PANEL ANTENNA 1." 1 EXISTING UMTS PANEL ANTENNA •• •• •• • s. CONTRACTOR•TO IFY RF DATA WITH Date: 6 • • ••• • • • CIIEL CDNST ' ON MANAGER AT&T MOBILITY CORP. (1) PER SECTOR, (3) TOTAL ��' - (1) PER SECTOR, (3) TOTAL (3) / Initials: ` • • • • • • NST R RF ENGINEER PRIOR TO 19801 SW 72ND AVE.,RTE.200 EXISTING 3 12'-0" L3x3x3/16 HORIZONTAL PROPOSED (3) 12'-0" L3x3x3/8 HORIZONTAL • • • CON6TRUCIR7N• • TUALATIN,OR 97062 1 H HANDRAILS. TO BE REMOVED/REPLACED. HANDRAILS. (REFER TO MODIFICATION DRAWINGS BY • FDH VELOCTTEL DATED 5/8/15) DO NOT IXCEED 100' WITH U -------- EXISTING ANTENNA RAD CENTER/lb PROPOSED AIfTI!NNA CFo UIPMENT OR ANTENNAS • ±84'-6" AGL ±V-E•"G�•• ••• ■velocit�l • • ••• ••• •• • • complete wireless solutions TOP OF TOWER�y • TOPpF IOWL�2� •t80'-O" AGLY • !8b•--0'AGL • • • •• 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 X . LAKE OSWEGO,OR 97035 503-636-2500(MAIN) ® 503-636-2501 (FAX) x d EXISTING ANTENNAS X EXISTING ANTENNAS (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL • I SITE ID: PR72 n O EXISTING GSM PANEL ANTENNA -n 0 EXISTING GSM PANEL ANTENNA (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL PFAFFLE EXISTING SURGE SUPPRESSION EXISTING SURGE SUPPRESSION 8530 SOUTHWEST PFAFFLE ST Q o m (SQUID) Q o m (SQUID) TIGARD,OR 97223 1 1 I EXISTING GPS ANTENNA 1 EXISTING GPS ANTENNA PROJECT: Xom Xom LTE 2C 1 I 1 ISSUED FOR: 1 1 m X o " CONSTRUCTION EXISTING 80' 0" EXISTING 80'-0" SUBMITTALS MONOPOLE MONOPOLE REV. DATE SUBMITTALS DESCRIPTION BY X I I X i m A. 3/11/15 PREUM CDS DC 1 0• 3/30/15 REFIyNlAL CDS XH 1• 5/28/15 REF. VI%was RB r,om room X o m EXISTING (2) DC POWER, Xom EXISTING (2) DC POWER, I 1 (1) FIBER, AND (25) 1 (1) FIBER, AND (25) COAXIAL CABLES ROUTED COAXIAL CABLES ROUTED Xom UP TOWER Xom UP TOWER 1 FA/: 10094109 Xom Xom DRAWN BY: DC CHECKED BY: SN CURRENT ISSUE DATE _ ,..c„,,0 X o ' 5/28/15 .., .. , _ _ STAMP: 1 , ... 1 , : . PROff�pA -- k ilk m 1 ri m w7 001PE� 9 EXISTING ICE BRIDGE EXISTING AT&T EXISTING ICE BRIDGE EXISTING AT&T Caul, -y ��� o " EQUIPMENT SHELTER : o" EQUIPMENT SHELTER Air 1 1 { OREGON° FOR GROUND EQUIPMENT. n m m FOR GROUND EQUIPMENT. • - 9.7P O'm SEE A-1 0 ;/`.7'm`° SEE A-1 X o f i rl m m n m •a,� RE'.'/.S 06/30/16 ii I i THE I CONTAINED DOC H THIS / - l ` '7iI all --16-'' - ' T '!• t,i∎� •h �� SRf O ETNFF B NATU DOWMEME O i 3• PROPFEETARY BY HUURE ANY USE OR ,- 7.11m! - t s •�.�+_ Rio I®.���- • 1 I w '_ ( AT&T OTHER Moaim rsTe WHICH is LY �� *lI ,III . � >` -�= 4_ ., -r f Iy :' I; " i�d f Ir 1'`�'` r ,I t=, .� rnr- i Y' !1 I SHEET TITLE: g GRADE (REF) I , � I °° - - �^ GRADE REF) I �� I I I - 0•-0. ELEVATIONS o 0'-O" (ASSUMED) .- �� MEET NIAISEIt /� REV. ° 22'04' "'S EXISTING ELEVATION 12 '�-i34.SCALE: "'S PROPOSED ELEVATION 1 1 A-4 1 i 11'x1Y srxE NTS 11-xir SCALE NIS Ill • •• •• •• • • • • •• • • •• • • • • •• •• • • • • • • •.• • • •• • • • . • •• • • ••• %totaie . p� PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE • • 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY at�Ct OTHERS. TOWER OWNER RESPONSIBLE FOR ".,11 • MOBILITY SUPPUED BY AT&T WIRELESS,FROM RF CONFIG DATED: 4/17/2015 BY: CAROLFRIZ REVIEW OF PROPOSED ANTENNAS. •rr'" MECHAKI AL •• 2. IPAINT•PROPOS W TO MATCH EXISTING ANTENNA ANTENNA RAD AZIMUTH DC SURGE AND FEEDER TYPE FEEDER LENGTH • L. •(1Q•lEQ AgPLICAB •• AT&T MOBILITY CORP. SECTOR PO5 TECHNOLOGY ANTENNA MODEL TMA MODEL CITY DOWN'TlOT •• 0 • MAKE CENTER(FEETAGL) (DEGREES) DISTRIBUTION(QTY) (LTE) (FT) {DEGAEE�) 3.:CaLLNTA4Ci0R TO RF`DATA WITH 19801 SW 72ND AVE.,STE.200 1 • • ENG�NEER•PRIORJ�TO�CONSTRGON AND/OR RF TUALATIN,OR s7062 A 2 GSM 850/1900 Kathrein 80010121 84.5 350 Nokia MHACS72993.02 2 0 3 UMTS 850/1900 Kathrein 800 10121 845 350 Andrew M-IA EL201P03 2 0 4 LTE700/1900 ALUAA 31R52703AAAA 845 350 2•••• ••••• •• • •• •• ■velocitel• 1 0 • • • •_ • ••• ••• •• • • complete Wireless solutions 2 GSM 850/1900 Kathrein 742-265 84.5 120 Nokia MHA CS72993.02 2 (1)FIBER/ 0 • • 8 DC6-48-60-18-8F �— ••• • 3 UMTS 850/1900 Kathrein 742-265 845 120 Andrew MHA E15ZO1P03 2 (2)DC 0 4004 KRUSE WAY PLACE 4 LTE 700/1900 ALUAA 3JR52703AAAA 84.5 135 0 BLDG.4004,SUITE#220 1 LAKE OSWEGO,OR 97035 2 GSM 850/1900 Kathrein 800 10121 84.5 255 Nokia MHAC572993.O2 2 0 503-636-2500(MAIN) C 3 UMTS 850/1900 Kathrein 80010121 84.5 255 PowerWave LGP 21401 2 0 503-636-2501 (FAX) 4 LTE 700/1900 _ ALU AA 31R52703AAAA 84.5 255 0 SITE ID: PR72 SECTOR SECTOR PFAFFLE ALPHA ALPHA 8530 SOUTHWEST PFAFFLE ST IGARD,OR 972 3 PROJECT: LTE 2C N ISSUED Mt O a m CONSTRUCTION y IP i Z y Z v, m x r, Z a SUBMITTALS v v ° z C z m ➢ Z C ZZ Y REY. DATE DESCRIPTION BY CP u N u g u N A" 3/11/15 PREUM CDS DG 0• 3/30/15 H�FIyNlSA�L0 COS XH ' N 4 o o r', �, 4 w R�■ / / REF. MOO DWGS N0 N° vo N0 ro g 1• 52815 RB N _ N _ C �._ o c ° EXISTING 700 MHz RRH, o c O 't ,o EXISTING 700 MHz RRH, EXISTING GSM 850/1900 ANTENNA, (1) x =° _° i o (1) PER SECTOR, (3) TOTAL EXISTING GSM 850/1900 ANTENNA, 2° z ° CO (1) PER SECTOR, (3) TOTAL PER SECTOR, (3) TOTAL. TO REMAIN. EXISTING LTE 700 ANTENNA, (1) PER SECTOR, (3) TOTAL EXISTING TMA, (4) PER SECTOR, (1) PER SECTOR, (3) TOTAL. EXISTING TMA PROPOSED LIE 700/1900 INTEGRATED (12) TOTAL. TO REMAIN. . - REPLACED.TBEEMOVED AND (4) PER SECTOR, (12) TOTAL ANTENNA, (1) PER SECTOR, (3) TOTAL EXISTING UMTS 850/1900 ANTENNA, (1) �'`�-1 • _ et EXISTING ANTENNA, (1) EXISTING UMTS 850/1900 ANTENNA, � ; 011 - • PER SECTOR, (3) TOTAL. TO REMAIN. 1• MN ice PER SECTOR, (3) TOTAL. (1) PER SECTOR, (3) TOTAL -�� TO BE REMOVED, 4 \\ cj, / /` Pi: 10094109 ,G^ kSE Tp0, 'I 19- SEG• 5 Al*� 1-ZE l� IMF I DRAWN BY: DG SENNN 25 1�� SFC SEC ^IC►NP 255 1' M�vcn rm PN 4NTF 9' NO CURRENT ISSUE DATE: �'�^' . O NNq �'% ` 5/28/15 •` 'o A SEC. 'C' ,AN 255 SF-, G1y SEC."C" 255 NZ STAMP S FC �� 4Nrf*44 G'Sy 9 NN�ENNN '�t� I;� ANTc4,44 Csf SHRED PROffx, 0 / ��, ?0 q�st7!g 1900 I ' 7?0 DSO 7 `R/ 85 1900 `` •C" GSM N21M01H •�I s MUr GSM g50 IMOA e, S 4<>4ft 900 +G I tip, 1 SECTOR SEA�1ENNp,255 qN e, 'Y SECTOR SECNjENNN 255 FO 79.. �' �7 OO1 '� GAMMA /44 4w GAMMA N "' 4/MT � � _'! ,�. �'' 120.E e� r '?0•S 9SO•SPZ1MUZH q?6�LT�9oo gZ/yG Sop OREGON 255 s SECTOR sF '` SECTOR v- PO-1414N 9��� 9 , ," gy �I9 0,r BETA '4(4, BETA VOREGON h • TO EXISTING DC SURGE �`-S•�e EXISTING DC SURGE /�S• y RENEWS 06/30/16 PROTECTOR (SQUID) <9 PROTECTOR (SCUD) irs 7 3 EXISTING (3) 12'-0" L3x3x3/16 HORIZONTAL GE's,,OO PROPOSED (3) 12'-0• L3x3x3/8 HORIZONTAL o� gT �Ny 1 egt pp ptN rs 6 HANDRAILS. TO BE REMOVED/REPLACED. HANDRAILS. (REFER TO MODIFICATION DRAWINGS BY PROPIUETARY BY M1UIK.ANY USE OR • FDH VELOCTTEL DATED 5/8/15) DISCLOSURE 011110R TNAN THAT WHICH VRELATES ED AT&T MORAY B STRICTLY N N I I SLEET mLE: s —�Ii►�' - 10,_ ANTENNA ',�•, /*Er, CONFIGURATIONS I I SHEET NUMBER REY. Si 22•x34•SCALE ItTS EXISTING ANTENNA CONFIGURATION 2 22•x34•SCALE.NTS PROPOSED ANTENNA CONFIGURATION I 1 RF-1 1 11•x17•SCALE NTS _ „•x17•SCALE NTS - 0 _ • • •• •• • • • • •• • • • • • • • • • • • • • NOTE: ANTENNA r MOUNTING ANTENNA ••• • ••• : •• •'• ' APPEARANCE MAY VARY f PIPE • • • • • • -`_i M at&t DOWNTILT +-4-'--"i"--- MOBILITY MANUFACTURER: ALU BRACKET 'NI...-- PARTS: 3JR52703AAAA 011 • •• • • • ••• I... LENGTH: 96" °f i 0� • • • • • • • •• .• WIDTH: 12.2" • • ••• • • • ••• • • AT&T MOBILITY CORP. DEPTH: 12 7, • • • 19801 SW 72ND AVE.,STE.200 WEIGHT: 126 lbs. ••• ••• ••• • ••• • TUALATIN.OR 97062 ANTENNA MOUNTING � PIPE •• ••• ••• •' ' • ■velocite L �u uu • �' • •• • • • ••• ••• •• • • complete wireless solutions RF CONNECTORS, TYR ' ' • • ••• • 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 lt•11 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) =v = 503-636-2501 (FAX) •01 — I RF CONNECTORS, TYP=iNi i too o� _ SITE ID: PR72 t 12.2• 1 f841fI sIDE PFAFFLE SCALE N S 8530 SOUTHWEST PFAFFLE ST LTE ANTENNA DETAIL 19 SCALE ANTENNA MOUNTING DETAIL 8 TIGARD,OR 97223 PROJECT: LTE 2C ISSUED FOR: CONSTRUCTION SUBMITTALS REV. DATE DESCRIPTION BY A. 3/11/15 PRELIM CDS DC 0• 3/30/15 FINAL UU CDS XH 1• 5/28/15 RVF�yyM o 7y WGS RB. Fq- 10094109 1 :.nlTll BY: w CHECKED BY: SN 1 CURRENT ISSUE DATE 5/28/15 NOT USED 17 NOT USED 6 — NOT USED 5 STAMP: SOD PROfff�, 4GIN.4. / 4,4 OO 1 PE' 9 VOREGON o O ,:h . 9.243'‘& •'TWO RENEWS 06/30/16 THE INFORMATION COED RI THIS n1 MMISET OF CONSTRUCTION DOCUMENTS IS • i PROPRIETARY BY NATURE ANY USE OR ill DISCLOSURE OTHER THAN THAT'WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEEP TITLE: • E RF DETAILS SHEET NUMBER: REY.] NOT USED 4 NOT USED 3 NOT USED 2 NOT USED I 1 I R F-2 1 11 • •• •. •• • • • • •• •___41.__41--•--_• • • • • • • • • • •• •• • • • • • • • • ••• • • •• • • • • CABLE MARKING TAGS • • • • • • • '' • • at TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL a„. �. MOBILITY TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING • •• • • • ••• LOCATIONS SHOULD BE AS PER 'CABLE MARKING LOCATIONS TABLE'. THE TAG SHOULD BE • • • • • • •• • ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. • • •• • • • • • • • ••• • AT&T MOBILITY CORP. • • • • • • •• • • • 19801 SW 72ND AVE.,STE.200 • • •• ••• • ••• • TUALATIN,OR 97062 THE FOLLOWING ARE 3 DIFFERENT O / • ' FORMATS TO BE USED FOR THE 1 A 1 A 1 A BRASS TAGS. T8 3 B 69 U 9 � •••• •' ' • •' ” • ■velocitelg • • DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C : • • •:• ••• •• ••. complete wireless solutions FORMAT A IS TO BE USED WHEN THERE 4004 KRUSE WAY PLACE IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT 8 IS USED WHEN TWO BLDG.4004,SUITE#220 TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT LAKE OSWEGO,OR 97035 THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO 503-636-2500(MAIN) TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING 503-636-2501 (FAX) AT THE TOP OF THE TOWER. THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE SITE ID: PR72 TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE TECHNOLOGY. PFAFFLE SECTOR GAMMA SECTOR ALPHA 8530 SOUTHWEST PFAFFLE ST RF CABLE C2 Al RF CABLE A2 THROUGH C6 AS THROUGH AS AS TIGARD,OR 97223 REQ'D REQ.D PROJECT: LTE 2C ISSUED FOR: C1 B1 CONSTRUCTION SECTOR BETA SUBMITTALS RF CABLE 82 REv. DATE DESCRIPTKNN BY THROUGH B6 A' 3/11/15 PRELIM CDS DO AS REQ'D U• 3/30/15 EFlN�SAtLp C�DFs XH K: 1• 5/28/15 R�F y MOD Q p5 s R8 SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR SITE TO DETERMINE THE SECTOR ORIENTATION. CABLE MARKING LOCATIONS NO. TAG LOCATIONS END OF THE MAIN COAX RUN WHERE THE COAXIAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY: DO 10094109 1. X CHECKED BY: SN CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER 2. X CURRENT ISSUE (AS APPUCABLE). 5/28/15 3. X END OF JUMPER AT BTS CABINET STAMP: X r- ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. ����D PROTE`►n/ CABLE COLOR MARKING �S +�I.N.4*�dVO2 IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE 7 001 PEA BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABEUNG. Ca,,,, .. THE COLORS SHALL BE AS FOLLOWS: A OREGON() SECTOR A: RED • 4.ZO'` SECTOR B: BLUE 0 .•;A SECTOR C: GREEN 1-1131)• THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF RENEWS 06/30/15 DATA SHEET (REDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED •- AT EVERY SITE. THE INFORMATION CONTAINED IN THIS SET OF COAX BOOT SPECIFICATION PROPRi ARY CMTUN rE NS OR DISCLOSURE OTHER THAN THAT WHICH ENTRY BOOTS TO SEAL COAX WITHIN 6' CONDUITS SHALL BE: RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. ROXTEC H SEAL H3-150 / 3X (28-54) / 20 SHEET TTRE >g SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPUCABLE) RF NOTES ,'I CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL SHEET NUMBER: REV. • SI R F-4 1 - - -- - • •• •• •• • • • • •• • • • • • • • • • •• • •••SYMBOL DESCRIPTION GFNFRALI RGUNDING NOTES: ••• •••• ••• L ° ® COPPER GROUND ROD 1. GROUNDING SHALL BE INSTALLED 6' BELOW FROST DEPTH OR 30' BELOW '� at�� GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. tie�� MOBILITY ® TEST WELL +0"- • • • • ••• CADWELD CONNECTION 2. ALL DE0 AR! SHOWN•IN•GEMERAL TER ACtf� INSTALLATION AND CONSTRUCTION*MAY VW).DI Tp•,ITE•SPEQFIC C6Vaf110N5. AT&T MOBILITY CORP. I 1 GROUND BAR • • �•�t..��•tt'' • • • •• • • 19801 SW 72ND OR.,STE.200 3. GROUND j1C %ANA BASES, FRAMES, CAISIE•RUNS, AND OTHER METAUJC 0 MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED - BUS BARS. FOLLOW ANTENNA AND BIS MANUFACTURERS PRACTICES FOR 1 FIELD VERIFY & TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT•'—iiiI, EXISTING GROUNDING SYSTEM FROM TOW�•OFt.°LL•U51�1G j S pRAcTICES: ■velocitelp• 4. ALL GROUNb CONIIIECTIMN6•SH0Lt•BE• W • WIRES SHALL BE complete Wireless solutions COPPER T TN/T1�Yit� A�CROtINd WI$E;HAI•BE GREEN INSULATED WIRE ABOVE GRTIND. 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: PR72 REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO PFAFFLE DOCUMENT ALL CADWELDS AND GROUND RING APPROXIMATE LOCATION 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 8530 SOUTHWEST PFAFFLE ST OF GROUND BAR AT GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. TIGARD,OR 97223 TOP OF TOWER GENERAL ROD NOTES (WHERE APPLICABLE); PROJECT: GROUND ALL INTEGRATED ANTENNAS LTE 2C AS REQUIRED. 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, ISSUED FOR UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. CONSTRUCTION THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING IJNE, GRAPHED OUT TO SUBMITTALS SHOW THE PLATEAU. - REV. GATE DESCRIPTION BY 2. 2 POINT GROUND TEST OR 3 POINT 62% TES IS WILL NOT BE ACCEPTED A. 3/11/15 PRELIM CDS DO AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE D• 3/30/15 REFyINI�AtL�CDS XH ===:±* !: :\ ,/'1r PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM 1• 5/28/15 TIFF MOO DFWGS RB GRIDS AND EXISTING COMMUNICATIONS FACILITY. Al `\\ ,LI'`11j1A0' - •t,,. rd I FAt. 10094109 DRAWN BY: DC 1� I � CHECKED BY: SN 1 -� COMM ISSUE GAM \\ 5/28/15 STAMP: .I CEO PROTFs .. GINz,_ may VOREGON0 ON df■ •.T% i RENEWS 06/30/16 THE INFORMATION CONTAINED IN THIS —a PRO PRSET OF IE TC ARY TRUCrro BY NATUR E ONY UM EN OR Is DISCLOSURE OTHER THAN THAT WIBCH RELATES TO AT&T MOBIUIY IS STRICTLY FO N PROHIBITED. SHEET FILE: E 40 - — GROUNDING ,,I PLAN SHEET NUMBER: ♦ REV.II tt GROUNDING PLAN 1 G- 1 1 2 22 34-SCALE: 1•-2.5' . •• •• •• • •• • • ••• - •. • • • • • • • •• . • . . • . J ■• •• • • . • . . SURGE PROTECTOR DOUBLE CRIMP �^ •.• •• • •• • • •–e & OR FIBER POWER „ „ CONNECTION (Ti?) �� • �`•s •. . •• b� ' • CONNECTOR LIE UMTS/GSM y 4"x30"x1/4" f ' �' at&t 1 THICK COPPER ;�� f` l �' /4 i MOBILITY ANTENNA NA INTERIOR I i �,� GALVANIZED X"x4"xt/4" GROUND KITS WITH LONG BARREL !. '., -- GROUND RING I._,, • - GROUND BAR • ••• �S THICK COPPER COMPRESSION DOUBLE LUGS AND • •.. •' i', 1 (S)• TYP i .4- - BOND RE GALVANIZED INSPECTION WINDOW, ATTACH TO ♦ • • • • •• '� C GROUND BAR GROUND BAR •• •• .�•.• D E NC . TYPE SS AT&T MOBILITY CORP. BUS BARS) • • • • _ ♦ • • • 19801 SW 72ND AVE.,STE.200 II DC�FlBER I ..•S 01, TO "I" SECTION ISOLATOR `►�•.♦ •♦• ♦• • • • TUALATIN,OR 97062 TO RRH I , `' n fo1 (WHEN r ._..--,,..2_. 4 o`E E E F UTILIZE GROUND KITS WITH o o o o o o o e o o o o o o o o f )I CFO FO FOCI-Cx-Cx I0X WAL1 MOUNTING �I I O 0000 ;00000000000 oS �PU � ` — I I BRACKET �' I `�` t2 AWG AND 2 HOLE ` 000 00000000000 l� ••��° WIRE TO RRH, TYP \ ISOLATOR, TYP ' •• SECTION BONDED T0: o T�INNEDUDCOPP R o TYpE yl• • TM♦c+vc+• • ' ®velocllel 2 2 AWG GROUND I °f � I ��� COMPRESSION LUGS UNLESS • • •• iii-'-". ;� SPECIFIED OTHERWISE IJ U w \ , e ess 1 \ /� 6 BOND DC BUS BAR(S) k A WIRE CADWELD •• •�• • ♦ • ` •�� TYPE PT complete W solutions •P. POTENTIAL SURGE PRODUCING INTERIOR GROUND RING 4004 KRUSE WAY PLACE • EXTERNAL EARTH GROUND (TYPE–GL) DC AND FIBER TO COAX RUN EQUIPMENT TO "P" SECTION �r� ♦ BLDG.4004,SUITE#220 SURGE PROTECTOR(S) I I (BURIED GROUND RING) I� f EXOTHERMICALLY WELD 2 AWG METALLIC COLD WATER PIPE ��� �M� � LAKE OSWEGO,OR 97036 MOUNT GROUNDING BUS BAR NEAR J AVAILABLE) "X" VARIES �', \I( 503-636-2500(MAIN) �2 AWG GROUND WIRE BARE TINNED SOUD COPPER WIRE (IF AVAILABLE ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING CONDUCTOR TO GROUND BAR. • BUILDING STEEL / ` 503-636-2501 (FAX) 0 O ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT 1GY TIME AR TYPE GL — MOUNT GROUNDING BUS BAR GROUND RING AND PROVIDE TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD WITH ISOLATION. u SITE ID: PR72 wo 4 NOTE: CADWELD SITE 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. PFAFFLE SCALE : NTS GROUNDING SCHEMATIC DIAGRAM 5 SCALE: CELL REFERENCE GROUND BAR(CRGB) 4 SCALE : NTS GROUND BAR 3 SCALE : NTS CAD WELD EXAMPLES 12 8530 SOUTHWEST PFAFFLE ST NTS TIGARD,OR 97223 PROJECT: _ LTE 2C ISSUED FOR: CONSTRUCTION SUBMITTALS REV. DATE DESCRIPTION BY A. 3/11/15 PRELIM CDS DG 0" 3/30/15 FINAL CDS CDS XH 1 1" 5/28/15 R MOD se, RB FAj: 1D094109 DRAWN BY: DG CHECKED BY: SN CURRENT ISSUE DATE: 5/28/15 STAMP: CS�‘0G PNOf /o y A'7 OO 1 PE's 9 Ca,,k4a7 OREGONO _,,N.6C S RENEWS 06/30/16 g g THE INFORMATION CONTAINED IN THIS °I SET OF CONSTRUCTION DOCUMENTS IS j PROPRIETARY BY NATURE.ANY USE OR • Li DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. i SHEET TITLE: E GROUNDING DETAILS SHEET NUMBER: REV. SI NOT USEI) 1 G-2 1 • •• •• •• • • • • •• • • • • -• . . •• •• • . •• - . • • ••• •• • •II _ ••• • • •• • • • • PREPARED BY • • • • • • • • • • PROJECT DESCRIPTION: FDH VELDOTEL MODIFICATION DRAWINGS FOR A PLATFORM MOUNT • •• • • • ••• ENOINEERIN• INNOVATION • • • • • • ••• • MCC?,VC.as•VIN VELOGTEI • • • •• • • • • • • •• ••• CPI MO. 01.1MEI..IC201 • • • • •• • •••• • • • • • • • •• • •• • • •• • •• ••• •• • ® PREPARED FOR ' •• •• •• •• • •' •" " ®velocirel' • • • • •S•• ••• •• •• • • • complete wireless solutions • ••• • • 4164 INNSLAI(E DRIVE.SUITE B GLEN ALLEN .P R o (804)21 O of complete wireless solutions oR_,Fs ��st6s,■ a�`.rF" SITE NAME: ,,� PFAFFLE 8571 E 4 /4 SITE NUMBER: 11098-A O OREGON 2� O 'Aber 0a �. SITE ADDRESS: ��N/S 0• P"'" 8530 SOUTHWEST PFAFFLE STREET TIGARD OR 97223 XPIRES 12/312015 ORmA(1R I 7 DENNIS D.ABEL,PE OREGON LIC.NO.85711PE COORDINATES: DRAWN BY: WJD LAT: 45.4379° CHECKED BY: BKW ENG APPVD: DDA LONG: -122.7649° SUBMITTALS DATE I DESCRIPTION REV 06/811/15 CONSTRUCTION I 0 I PROJECT DATA SHEET INDEX CODES AND STANDARDS SHEET DESCRIPTION REV. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.REPRODUCTION BUILDING CODE 2014 OREGON STRUCTURAL SPECIALTY CODE T-1 TITLE SHEET 0 OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FOR VELOCITEL IS PROHIBITED. TIA STANDARD ANSI/TIA-222-G N-1 MODIFICATION INSPECTION CHECKLIST 0 ULTIMATE WIND SPEED WITHOUT ICE(MPH) 120 N-2 GENERAL NOTES 0 FDH PROJECT NUMBER: NOMINAL WIND SPEED WITH ICE(MPH) 30 5-1 MODIFICATION SCHEDULE 0 15BLIY1400 SERVICE WIND SPEED(MPH) 60 S-2 HORIZONTAL REPLACEMENT DETAILS 0 SITE NAME: ICE THICKNESS(IN) 1.25 EXPOSURE CATEGORY C PFAFFLE RISK CATEGORY II SITE NUMBER: TOPOGRAPHIC CATEGORY 1 11098-A CREST HEIGHT(FT) 0 FAILING MOUNT ANALYSIS SITE ADDRESS: SS(G) 0.978 STRUCTURAL ANALYSIS COMPANY FDH VELOCITEL __ 8530 SOUTHWEST PFAFFLE Si(G) 0.424 PROJECT NO. 15BFZZ4400 STREET DATE APRIL Ot,2015 TIGARD, OR 97223 PROJECT CONTACTS SHEET TITLE THIS REPORT WAS BASED ON A SPECIFIC ANTENNA AND COAX TITLE SHEET CONFIGURATION PROVIDED BY THE TOWER OWNER. ANY CHANGE TO THIS - - INFORMATION MUST BE REVIEWED BY FDH VELOCITEL. PROJECT ENGINEER NAME BYRON WEBB,El SHEET NUMBER EMAIL ADDRESS BYRON.WEBB@FDHVELOCITEL.COM PHONE NUMBER (919)755-1012 ALL CONSTRUCTION SHALL COMPLY WITH THE TIA-1019-A STANDARD T-1 • •• •• •• • • • • =. • • • • • • • • • • • • • • ' • • •• •• • • • • •• PREPARED BY ••• •• •• ••• • • • •• MODIFICATION INSPECTION NOTES: • • • • • • FDH VELOCfTEL • •• • • • ••• ENOINEERINO INNOVATION • • • • • • •• • • GENERAL: • S .. OOOOOO • ••• .,,a•.,•,56,.,.•,.,.7.11.1..,eV WPM.DRIVE • • • • • • ••• • • • •• •• •• • •• • • MI CHECKLIST 1. THE POST CONSTRUCTION INSPECTION(MI)IS A VISUAL INSPECTION OF TOWER MODIFICATIONS • • • • ••• • AND A REVIEW OF CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE PREPARED FOR INSPECTIONS AND TESTING INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,NAMELY REQUIRED REPORT ITEM THE MODIFICATION DRAWINGS,AS DESIGNED BY THE ENGINEER OF RECORD(EOR). • ••• ••• •• ' • • ®ve oche 2. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A • • • PRE-CONSTRUCTION REVIEW OF THE MODIFICATION DESIGN ITSELF,NOR DOES THE MI INSPECTOR TAKE OWNERSHIP • • ••• ••• •• • • • complete wireless solutions • •OF THE MODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN • • 4184 INNSLAKE DRIVE.SUITE B• EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR AT ALL TIMES. GLEN ALLE X MI CHECKLIST DRAWING 1804121 ..: p PA OF 3. ALL MIS SHALL BE CONDUCTED BY A MI INSPECTOR THAT IS APPROVED TO PERFORM ELEVATED `'i\ FS N/A EOR APPROVED SHOP DRAWINGS WORK FOR FDH VELOCITEL. A l/411 VSsuc•Wy■7 " 4. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET.IT IS VITAL THAT THE GENERAL •X FABRICATION INSPECTION CONTRACTOR(GC)AND THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS 'CC'kJ p C OE ,�SOON AS A PO IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN ) N/A FABRICATOR CERTIFIED WELD INSPECTION REACHING OUT TO THE OTHER PARTY. IF CONTACT INFORMATION IS NOT KNOWN,CONTACT j YOUR FDH VELOCITEL POINT OF CONTACT(POC). ■ X MATERIAL TEST REPORT(MTR) 5. REFER TO CCR-01:CONTRACTOR CLOSEOUT REQUIREMENTS FOR FURTHER DETAILS AND REQUIREMENTS. I 2 N/A FABRICATOR NDE INSPECTION p OREGON fie N/A NDE REPORT OF MONOPOLE BASE PLATE MI INSPECTOR: O6/1/ °�be r O2 0�� X PACKING SLIPS 1. THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A PO FOR THE MI NIS 0• TO,AT A MINIMUM: ADDITIONAL TESTING AND INSPECTIONS: • REVIEW THE REQUIREMENTS OF THE MI CHECKLIST • WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, [ XPI R ES 12/31/2015 f15/OAl1 fi INCLUDING FOUNDATION INSPECTIONS DENNIS D.ABEL,PE CONSTRUCTION 2. THE PCI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR(GC) OREGON LIC.NO.85711PE INSPECTION AND TEST REPORTS,REVIEWING THE DOCUMENTS FOR ADHERENCE TO THE X CONSTRUCTION INSPECTIONS CONTRACT DOCUMENTS,CONDUCTING THE IN-FIELD INSPECTIONS,AND SUBMITTING THE MI DRAWN BY: WJD REPORT TO FDH VELOCITEL. CHECKED BY: BKW N/A FOUNDATION INSPECTIONS ENG APPVD: DDA ' CORRECTION OF FAILING MI's: N/A CONCRETE COMPRESSIVE STRENGTH AND SLUMP TESTS SUBMITTALS 1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI('FAILED Mr).THE GC SHALL WORK DATE DESCRIPTION REV N/A POST INSTALLED ANCHOR ROD VERIFICATION WITH FDH VELOCITEL TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: 05/08/15 CONSTRUCTION S N/A BASE PLATE GROUT VERIFICATION • CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPLEMENT MI. • OR,WITH FDH VELOCITEL'S APPROVAL,THE GC MAY WORK WITH THE EOR TO RE-ANALYZE N/A CONTRACTORS CERTIFIED WELD INSPECTION THE MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION. THE INFORMATION CONTAINED IN THIS SET OF N/A EARTHWORK:LIFT AND DENSITY OR CAUSING TO BE REPRWUf.ED THE WHOLE OR ANY DOCUMENTS IS P RE.REPRODUCTION REQUIRED PHOTOS: PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF X ON SITE COLD GALVANIZATIONS FDH VELOCITEL IS PROHIBITED. 1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS,AT A MINIMUM,ARE N/A GUY WIRE TENSION REPORT TO BE TAKEN AND INCLUDED IN THE MI REPORT: FDpj,:°OJECT NUMBER: PRE-CONSTRUCTION• X GC AS BUILT DOCUMENTS • PHOTOGRAPHS DURING GENERAL THE C INFORCEMENT MODIFICATION CONSTRUCTION/ERECTION 15BLI Y14uu AND INSPECTION ADDITIONAL TESTING AND INSPECTIONS: •• RAW MATERIALS •• PHOTOS OF ALL CRITICAL DETAILS SITE NAME: •• FOUNDATION MODIFICATIONS •• WELD PREPARATION PFAFFLE POST-CONSTRUCTION •• BOLT INSTALLATION AND TORQUE •• FINAL INSTALLED CONDITION •• SURFACE COATING REPAIR SITE NUMBER: X MI INSPECTOR REDLINE OR RECORD DRAWING(S) • POST CONSTRUCTION PHOTOGRAPHS •• FINAL INFIELD CONDITION 11098-A N/A POST INSTALLED ANCHOR ROD PULL-OUT TESTING 2. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED SITE ADDRESS: X PHOTOGRAPHS INADEQUATE. 8530 SOUTHWEST PFAFFLE ADDITIONAL TESTING AND INSPECTIONS: STREET TIGARD, OR 97223 SHEET TITLE NOTE:X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT N/A DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT MODIFICATION INSPECTION CHECKLIST SHEET NUMBER N-1 . • • • • • • . - . • • • - GENERAL NOTES: STEEL: COLD GALVANIZATION/SURFACE • • •• •• • • • •• S •PREPARED BY• PREPARATION NOTES: ••• • • • • • • • • • • • • • 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN • • • • • • • •• FEDERAL,STATE AND LOCAL CODES AND ORDINANCES.IT IS THE ACCORDANCE WITH THE LATEST AISC CODE AND ASTM 1. CONTRACTOR TO USE ZINGA OR ZRC COLD GALVANIZATION FDH VELOCITEL CONTRACTORS RESPONSIBILITY TO OBTAIN ALL PERMITS SPECIFICATIONS. COMPOUNDS OR APPROVED EQUIVALENT. NECESSARY TO COMPLETE THE PROJECT AND ABIDE BY ALL • ••• ENeINEERINa INNOVATION CONDITIONS AND REQUIREMENTS OF THE PERMITS. 2. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE 2. •PREPARE RUSTED/CORRODED SURFACE FOR TREATMENT •• •• ••• • •• • "EL NC,"eifON i°0g1EL • USING SPECIFIED WELDS WITH WELDING ELECTRODES E-70XX OR ACCORDING TO MANUFACTURERS RECOMMENDATIONS. • • •• • • • ••• • • •• .+.".,","F.•+•,••,•�, 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325N,THREAD • • • • • • ••• • • ALL DIMENSIONS,ELEVATIONS AND EXISTING CONDITIONS AT THE INCLUDED WITH SHEAR PLANE(UNLESS OTHERWISE NOTED). 3. CONTRACTOR TO •APPLY(2)COATS OF COLD GALVANIZATION ••• ••• ••• • •••• ••• • SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO COMPOUND PER MANUFACTURER'S RECOMMENDATION.DRYING _ EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO 3. ALL BOLTED CONNECTIONS TO BE INSTALLED TO A SNUG-TIGHTENED PREPARED FOR: DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS CONDITION IN ACCORDANCE WITH AISC 13 PART 16.2,"SPECIFICATION REC CURING TIMES MUST BE UTILIZED PER MANUFACTURER'S INDICATED ON THE CONSTRUCTION DRAWINGS.ANY SUCH FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", RECOMMENDATION. • ••• ••• • • • • DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SECTION 8.1,UNLESS OTHERWISE SPECIFIED. WHEN"X"TYPE BOLTS APPLY ALL COATINGS BY BRUSH IN CALM WIND CONDITIONS. • • ®velocirel•4, SUBMITTED TO FDH VELOCITEL FOR CONSIDERATION BEFORE THE ARE USED,CONTRACTOR MAY BE REQUIRED TO STACK ADDITIONAL THE USE OF AEROSOL IS NOT PERMITTED. • • ••• ••• •• • • CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. WASHERS TO OBTAIN PROPER SNUG TIGHT INSTALLATION. ALL NUTS complete wireless solutions SHALL BE HEAVY HEX UNLESS OTHERWISE NOTED. • •• IA • • • 4164 INNSKE DRNE,SURE B 5. IF THE TOWER •IS PAINTED,BRUSH PAINT ALL TREATED AREAS GLEN ALLEN 3. INCORRECTLY FABRICATED,DAMAGED,OTHERWISE MISFITTING,OR TO MATCH TOWER AFTER COLD GALVANIZATION COMPOUND IS (B04)2�.' rt p n, A NON-CONFORMING MATERIALS AND CONDITIONS SHALL BE 4. ALL STEEL,AFTER FABRICATION,SHALL BE HOT DIPPED GALVANIZED ALLOWED TO CURE. u REPORTED TO FDH VELOCITEL PRIOR TO ANY REMEDIAL OR PER ASTM A-123. ALL DAMAGED SURFACES,WELDED AREAS AND CORRECTIVE ACTION. ALL ACTIONS SHALL REQUIRE FDH VELOCITEL AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS(EXISTING OR A411V.4\WIllat73\ifel1 APPROVAL. NEW)SHALL BE PAINTED WITH MULTIPLE COATS OF ZRC COLD , i GALVANIZING COMPOUND ACHEIVING A MINIMUM OF 4 MILS DRY FILM 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE PER ASTM A 780. f 85 7 j P� 1 ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION 5. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS 1411 AND/OR FIELD MODIFICATIONS.THIS INCLUDES,BUT IS NOT LIMITED QUALIFIED AS DESCRIBED IN THE"AMERICAN WELDING SOCIETY'S TO,THE ADDITION OF TEMPORARY BRACING,GUYS OR TIE DOWNS STANDARD QUALIFICATION PROCEDURE"TO PERFORM THE TYPE OF THAT MAY BE NECESSARY.SUCH MATERIAL SHALL BE REMOVED WORK REQUIRED.CONTRACTOR IS REQUIRED TO PROVIDE FDH AFTER THE COMPLETION OF THE PROJECT. VELOCITEL WITH A PASSING CERTIFIED WELDING INSPECTION FOR OREGON ', 5. CONTRACTOR SHALL PROMPTLY REMOVE ANY&ALL DEBRIS FROM ALL WELDS. Ov41,@mb�r Oa 2O SITE AND RESTORE AS BEST AS POSSIBLE TO PRECONSTRUCTION 6. STRUCTURAL STEEL MAY NOT BE TORCH CUT FOR FABRICATION.ALL CONDITION. STEEL FABRICATION MUST FOLLOW AISC STANDARDS. /WS D. P CONTRACTOR QUALIFICATION NOTES: MISC.NOTES: 1. ALL REPAIRS SHALL BE PERFORMED BY A TOWER CONTRACTOR WITH 1. ALL MODIFICATIONS ARE ASSUMED TO BE MADE ON AN EMPTY XPI RES 12/31/2015 A MINIMUM 5 YEARS EXPERIENCE IN TOWER ERECTION AND RETROFIT TOWER. CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS TO „,,,,,as AND WITH WORKING KNOWLEDGE OF THE ANSI/TA-222-G SUPPORT OR WORK AROUND EXISTING ANTENNAS AND DENNIS D.ABEL,PE "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES TRANSMISSION LINES. MODIFICATIONS MUST BE CONTINUOUS OREGON LIC.N0.85711PE AND ANTENNAS THROUGH ALL AREAS SHOWN. DRAWN BY: WJD 2. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND 2. CONTRACTOR FIELD VERIFY ALL DIMENSIONS PRIOR TO METHODS. SHOULD THE CONTRACTOR REQUIRE DIRECT CONSTRUCTION. CHECKED BY: BKW CONSULTATION,FDH VELOCITEL IS WILLING TO OFFER SERVICES ENG APPV'D: DDA BASED UPON AN AGREED FEE FOR THE WORK REQUIRED. FABRICATION NOTES: • 3. ALL SUBMITTAL INFORMATION MUST BE SENT TO FDH VELOCITEL 6521 SUBMITTALS 1 MERIDIEN DRIVE,RALEIGH NC,27616,TEL.(919)755-1012,FAX.(919) 1• ALL DIMENSIONS ARE PRELIMINARY UNTIL FIELD VERIFIED BY -._ __ I CONTRACTOR.ANY CHANGES MUST BE APPROVED BY ENGINEER OF CA7°_ ! _^ESCRIPTION REV 755-1031,E-MAIL INFO@FDHVELOCITEL.COM. ANY VARIATION OF RECORD IN WRITING PRIOR TO FABRICATION AND INSTALLATION. ITy06H5 CONSTRUCTION 0 • THESE SPECIFICATIONS OR DRAWINGS WITHOUT CONSENT FROM FDH VELOCITEL WILL VOID ANY RESPONSIBILITY OR LIABILITY FOR 2. NEW STEEL MEMBERS MUST HAVE SINGLE DRILLED HOLES.SLOTTED DAMAGE(MATERIAL OR PHYSICAL)TOWARDS FDH VELOCITEL AND DOUBLE DRILLED HOLES ARE NOT ACCEPTABLE MEANS OF 4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TIA-1019-A FABRICATION. STANDARD. SUBSTITUTES AND/OR EQUALS: THE INFORMATION CONTAJNED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.REPRODUCTION J OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY JOB SITE SAFETY&NOTES: 1. IF CONTRACTOR WISHES TO FURNISH OR USE A SUBSTITUTE ITEM OF PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MATERIAL OR EQUIPMENT,CONTRACTOR SHALL FIRST MAKE FDH VELOCITEL IS PROHIBITED. 1. NEITHER THE PROFESSIONAL ACTIVITIES OF FDH VELOCITEL NOR THE WRITTEN APPLICATION TO ENGINEER OF RECORD FOR ACCEPTANCE PRESENCE OF FDH VELOCITEL OR EMPLOYEES AND THEREOF,CERTIFYING THAT THE PROPOSED SUBSTITUTE WILL FDH PROJECT NUMBER: SUB-CONSULTANTS AT THE CONSTRUCTION SITE,SHALL RELIEVE THE PERFORM ADEQUATELY THE FUNCTIONS AND ACHIEVE THE RESULTS GENERAL CONTRACTOR AND OR SUBCONTRACTORS AND ANY OTHER CALLED FOR BY THE GENERAL DESIGN,BE SIMILAR IN SUBSTANCE TO 15BLIY1400 ENTITY OF THEIR OBLIGATIONS,DUTIES AND RESPONSIBILITIES THAT SPECIFIED AND SUITED TO THE SAME USE AS THAT SPECIFIED. INCLUDING.BUT NOT LIMITED TO,CONSTRUCTION MEANS,METHODS, ALL VARIATIONS OF THE PROPOSED SUBSTITUTE FROM THAT - SEQUENCE,TECHNIQUES OR PROCEDURES NECESSARY FOR SPECIFIED WILL BE IDENTIFIED IN THE APPLICATION AND AVAILABLE SITE NAME: PERFORMING.SUPERINTENDING OR COORDINATING ALL PORTIONS MAINTENANCE,REPAIR AND REPLACEMENT SERVICE WILL BE OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE INDICATED. THE APPLICATION WILL ALSO CONTAIN AN ITEMIZED CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS ESTIMATE OF ALL COSTS OR CREDITS THAT WILL RESULT DIRECTLY PFAFFLE REQUIRED BY ANY REGULATORY AGENCIES.THE GENERAL OR INDIRECTLY FROM ACCEPTANCE OF SUCH SUBSTITUTE INCLUDING CONTRACTOR AND OR SUBCONTRACTOR IS SOLELY RESPONSIBLE COSTS OF REDESIGN AND CLAIMS OF OTHER CONTRACTORS FOR JOB SAFETY,AND WARRANTS THAT THIS INTENT IS EVIDENT BY AFFECTED BY THE RESULTING CHANGE,ALL OF WHICH WILL BE SITE NUMBER: ACCEPTING THIS WORK. CONSIDERED BY ENGINEER OF RECORD IN EVALUATION OF THE 11098-A PROPOSED SUBSTITUTE. ENGINEER OF RECORD MAY REQUIRE CONTRACTOR TO FURNISH ADDITIONAL DATA ABOUT THE PROPOSED SUBSTITUTE. SITE ADDRESS: 8530 SOUTHWEST PFAFFLE STREET STEEL GRADE SCHEDULE TIGARD, OR 97223 SCOPE SHAPE GRADE YIELD STRENGTH(Fr) ULTIMATE STRENGTH (Fe) SHEET TITLE . HORIZONTAL BRACING ANGLE A36 38 KSI 58 KSI - GENERAL NOTES HORIZONTAL BRACING U-BOLT A36 38 KSI 58 KSI SHEET NUMBER N-2 • •• •. •• • • • • .. • • • • • • • • . - •• • • 4.1: • • • •• •• • • • • • ••• • • •• • • • • PREPARED BY: • • A• • • TOWER MODIFICATION SCIfEDOLE• • • .• FDH VELOCITEL NO. TYPE OF MODIFICATION • BTN. ELEV. TOP ELEV. •SI.IEET ENeINEERINO INNOVATION 111 • VELOCITEL NC AWL IFP.13.017.. INSTALLATION OF NEW REPLACEMENT HORIZONTAL FRAME •• ••• • • • • • • • •• REINFORCEMENT. •• i • i • • •••30.3't • • • -2 "• •'0:.u.. 5103 • • - • ••• -4 PREPARED FOR • APPURTENANCES MAY INTERFERE WITH PROPOSED MODIFICATIONS. • ••• ••• • • •• '• I ocitel • ALL MODIFICATIONS TO BE INSTALLED CONTINUOUSLY THROUGH EXISTING EQUIPMENT ALL EXISTING LOU�M[!N1eN0=TQ BP�DAMAGED OR TAKEN OFF AIR DURING INSTALLATION. • • • • • • • • ••• ••• •• • • complete wireless solutions • ANTENNA&COAX GRAPHICS NOT SHOWN FOR CLARITY.SEE STRUCTURAL ANALYSIS RIPORi IIOR EXI6TINa Alf rEKINA8LOAANG&COAX 41641NNSLAKE DRIVE,SUITE B CONFIGURATION. GLEN ALLEN .-• R (804)Z V 0 11F1' F e(► 1 � 857 1P ll j 1 1 20 OREGON 0 ° 'berOB 9'<,_\,N C . N/SD. P © 1 XPIRES 12/31/2015 ns,,,A„s 1 ® DENNIS D.ABEL,PE OREGON LIC.NO.85711PE / ---\1. DRAWN BY: WJD / CHECKED BY: BKW / 7 '- 1, ENG APPV'D: DDA 11 - SUBMITTALS ' 80.3' =i..-. L• DATE DESCRIPTION REV 1 08/08/16 I CONSTRUCTION 0 I y, .„```\4� / / THE INFORMATION CONTAINED IN THIS SET OF 1`�` \\ DOCUMENTS IS PROPRIETARY BY NATURE.REPRODUCTION/ 7\ OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY �\ \ / PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF ``` I \\ '-� FDH VELOCITEL IS PROHIBITED. ,`` < '�. FDH PROJECT NUMBER: 15BLIY1400 • ` --- %` 1 / \.� / _/ . SITE NAME: 1 ` - - - - PFAFFLE 1111%. PLATFORM ELEVATION @ 80.3'± SITE NUMBER: • w r w w SCALE: NTS \\ 11098-A Ilk w a w••, • Li! v U 11-11 SITE ADDRESS: U 8530 SOUTHWEST PFAFFLE STREET TIGARD, OR 97223 ,\ / SHEET TITLE • \.5 / / la y •••• ® MODIFICATION SCHEDULE • PLATFORM PLAN @ 80.3'± SHEET NUMBER SCALE: NTS S-1 • •• •• •• • • • • •• • • • • • • . • • • • • • • • •• ••• • •• • . ••• • • ••• • •• • • PREPARED BY: • • ••' ••' • • • •• • • FDH VELOCITEL EXISTING PROPOSED ESTIMATED U-BOLT GAGE EDGE BOLT ELEVATION BOLT SIZE HOLE SIZE U-BOLT SIZE ,••• MEMBER MEMBER LENGTH,A' HOLE 6IZE •• LIN "• : DISTAL • GRADE EN•INEERINO INNOVATION • • • • VELCOEL.RC.a"•.FONVELOCREL • • •• • • T • • • - •.•• ..,, 4Ll"6 11.01 fiL.t 910-75,1031 W54E4.0.11.01 RALEIGH.NG 27.8 80.3'± (3)L3X2X3/16 (3)L3X3X3/8 12'-0"± (12)1/2"0 9116"0 (15)1/2"0 9/16"08 ••• 1 art'• •• 1"••• 41,41 •• A325N• • PREPARED FO REPLACE EXISTING 1 ELEVATION REQUIRES HORIZONTAL REPLACEMENT - ••• ••• • • • • ©velocirel•BOLTS& REPLACE EXISTING W/ • • ••'CONTRACTOR TO FIELD VERIFY LENGTH PRIOR TO MATERIAL ORDERS. NEW U-BOLT AND • • ••• •••• •• • • comDl•t• wireless solutions LOCK WASHERS.SEE ■ "DISTANCE FROM HEEL OF ANGLE TO CENTER OF BOLT HOLE. • • • SCHEDULE FOR '"`EDGE DISTANCE FROM CENTER OF BOLT HOLE TO EDGE OF CONNECTED PART. • ••• • • GLEN ALLEN DRIVE.SUITE B DETAILS.HOLES TO (804)21 BE FIELD DRILLED. (�� P R UP (� (TYP.) / CONTRACTOR TO FIELD VERIFY LOCATIONS �R� v OF EXISTING PIPE MOUNTS.HOLES FOR ,4l yi5� Lwac��A , l`, U-BOLTS TO BE FIELD DRILLED TO !i ACCOMODATE EXISTING PIPE MOUNTS. 8574 P 9r 1 40 .4, 0 N.EXISTING PLATFORM V I EDGE DISTANCE EDGE DISTANCE- I - O OREGON :i L 0 MEMBERS FIELD VERIFY 3"(FIELD VERIFY) Z (TYP.) MK-1 I (TYP.) (TYP.) O '7ber 08' ,N. REPLACE EXISTING BOLTS& NEW REPLACEMENT HORIZONTAL. i ��/W S D. PO W/NEW BOLTS AND LOCK EXISTING HORIZONTAL TO BE 77 WASHERS.SEE SCHEDULE REPLACED W/LARGER HORIZONTAL 41 - _ �: w FOR DETAILS.HOLES TO BE MEMBER.SEE SCHEDULE FOR DETAILS. z FIELD DRILLED. (TYP.) COPING'•• HOLE SIZE W XPIRES 12/31/2015 nvna 1c I (TYP.) (IF REQUIRED) FIELD DRILL* (SEE SCHEDULE) C7 ( ) ) < DENNIS D.ABEL,PE HORIZONTAL REPLACEMENT 0 OREGON LIC.NO.85711PE PLAN VIEW SHOP DRILL DRAWN BY: WJD ELEVATION CHECKED BY: BKW ENG APPV'D: DDA NTS • ESTIMATED HOLE LOCATION.CONTRACTOR TO FIELD VERIFY LOCATION OF THIS HOLE PRIOR TO DRILLING ' HOLE TO ENSURE PROPER FIT. CONTRACTOR TO FIELD CUT EXCESS MATERIAL AFTER HOLE LOCATION • IS VERIFIED. SUBMITTALS MK-1 REPLACE EXISTING BOLTS DATE DESCRIPTION REV NEW REPLACEMENT &U-BOLTS W/NEW U-BOLT REPLACE EXISTING ""B"WE SUGGEST THE PRELIMINARY CUT LENGTH IS 6"LONGER THAN OUR ESTIMATED LENGTH FOR 05/081 15 CONSTRUCTION 0 —- HORIZONTAL.EXISTING AND LOCK WASHERS.SEE BOLTS W/NEW BOLTS j MEMBERS 10'OR LESS,&12"FOR MEMBERS GREATER THAN 10'. HORIZONTAL TO BE REPLACED WI SCHEDULE FOR DETAILS. AND LOCK WASHERS. -4 LARGER HORIZONTAL MEMBER. HOLES TO BE FIELD SEE SCHEDULE FOR •••COPING MAY BE REQUIRED;COPING NOT TO EXCEED"TEAR-OUT"PLANE OF BOLT HOLE AS SHOWN, SEE SCHEDULE FOR DETAILS. DRILLED. DETAILS. (TYP.) — (TYP.) (TYP.) 60.3' HORIZONTAL THE INFORMATION CONTAINED IN THIS SET OF I 4J o '`�. DOCUMENTS IS PROPRIETARY BY NATURE.REPRODUCTION FRONT VIEW OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH VELOCITEL IS PROHIBITED. MK-" DETAIL FDH PROJECT NUMBER: s-2/ NTS 15BLIY1400 EXISTING PLATFORM MEMBERS PFAFFLE (TYP EMB SITE NUMBER: o---'"'T•—J T o- 0 • 11098-A - --- ".M _ SITE ADDRESS: 8530 SOUTHWEST PFAFFLE STREET TIGARD, OR 97223 — -' ' SHEET TITLE • . f 1-0" I 1,-1• 1 2,-3" I 3,-4" I 3'•4• I 1-0" HORIZONTAL REPLACEMENT 'f DETAILS • - 12'-0" – • HORIZONTAL REPLACEMENT ELEVATION VIEW SHEET NUMBER 2- . ELEVATION c S-2 / NTS S-2