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Plans (81) 16 Wi? 17-06237 it, t CeA 5- s L.> FS-7; ii,_ ,..,,, �.r� --r. ',' '._-`* , at&t A "� y ,'" MOBILITY w m 0 AT&T MOBILITY CORP. 40.. E 198D1 SW 72ND AVE.,SIE.200 WAIj WAtiot ' I TUALATIN,OR 97062 r AUG 2 2017 ... Your world. Delivered. PROPRIETARY INFORMATION FDH VELOCITEL DIJ1R1ELAi1VII I y ENGINEERING rNNOVATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION �IcI 1t� ��1 < w DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 16295 SOUTHWEST 85TH AVENUE 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 97224 LAKE OSWEGO,OR 97035 PR52 1 10094151 PR52 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX DURHAM e� ,1 APPLICANT: TOWER OWNER: INC DWG fi DESCRIPTION 3O m S, 5 ',�k1`A v o n S t 4 e 4 FDH VELOCITEL B/0 AT&T MOBILITY CORP. SPRINT SPECTRUM X T-1 TITLE SHEET 16295 SW 85TH AVE Bthan�/ 4004 KRUSE WAY PL, SUITE #220 1765 GRASSLAND PARKWAY, SUITE A SV-1 SURVEY TIGARD,OR 97224 4- * 4 LAKE OSWEGO, OR 97035 ALPHARETA, GA 26 JACOB FINNEY DEBBY MACMASTER X GN-1 GENERAL NOTES tsblx'O . Por an� PH: (503) 896-0226 X A-1 OVERALL SITE PLAN Portland PROJECT: PROJECT ENGINEER: ZONING CONSULTANT: X A-2 COMPOUND LAYOUT PLANS LTE 3C 4C (oma► X A-3 EQUIPMENT LAYOUT PLANS C) 'DLIr Tdtl'T { tl SW'DUt'11c"1r't1'Rt`�� - s " ' FDH VELOCITEL INC. FDH VELOCITEL INC. ISSUED Mit Beaverton' 6521 MERIDIEN DRIVE 4004 KRUSE WAY PL, SUITE #220 X A-4 ELEVATIONS f1 RALEIGH, NC 27616 LAKE OSWEGO, OR 97035 A-5 EQUIPMENT DETAILS CONSTRUCTION ah;'c n Homy, fi DENNIS ABEL JACOB FINNEY A-6 EQUIPMENT DETAILS SUBMITTALS 10 SITE .LOCAT `, CONSTRUCTION MANAGER: A-7 SITE DETAILS y ATE BY T = FDH VELOCITEL, INC. A-8 GRADING & EROSION CONTROL PLAN A 11/22/16 PRELIM CDS DRS Lake SITE LOCATION :.w 4004 KRUSE WAY PL SURE #220 A-9 GRADING & EROSION CONTROL DETAILS D 3/29/17 CONSTRUCTION DRS lapp Rill"r I--r=I,1it7 OCW0;aA-10 GENERATOR DETAILS t�v11�t;E{r•r�T- LAKE OSWEGO, OR 97035 1 6/z2/n Flrul CD BT =,":4 JAY TELFORD A-11 PROPANE TANK DETAILS 4;htplaoe PH: (503) 349-2149 A-12 SIGNAGE DETAILS A-13 SIGNAGE DETAILS 'Nat till CODE INFORMATION: r�CSL r ZONING CLASSIFICATION: I-P (INDUSTRIAL PARK) X RF-1 ANTENNA CONFIGURATIONS �t,tru> # .> BUILDING CODE OSSC 2014 X RF-2 RF DETAILS 1 Sc111oo1illi . CONSTRUCTION TYPE: IIB RF-3 RF DETAILS OCCUPANCY: S-2 X RF-4 RF NOTES JURISDICTION: CITY OF TIGARD X G-1 GROUNDING PLAN d : I r Xltiic;rl ,i1c' N N SITE LOCATION: (BASED ON NAD 83) X G-2 GROUNDING DETAILS FA/: 10094151 I=r.rv.`; TAX LOT #: 2S114AA00300 G-3 GROUNDING DETAILS DRAWN BY: KLJK ggg LATITUDE: N 45' 24' 8.7" (45.4024) G-4 GROUNDING DETAILS CHECKED BY: DA nr5 LONGITUDE W 122' 45' 55.2" (-122.7653) E-1 UTILITY SITE PLAN fV I S C,I°rlxr NTS TOP OF STRUCTURE AGI 100'-0" E-2 - ELECTRICAL DETAILS CURRENT ISSUE 8/22:'17 BASE OF STRUCTURE AMSL• ± 183' E-3 ELECTRICAL BBU DATA 'I PROJECT AREA: s-1 SHELTER FOUNDATION DETAILS ISw DRIVING DIRECTIONS APPROXIMATE LEASE AREA: 336 SQ. FT. S-2 STRUCTURAL EQUIPMENT DETAILS FROM LAKE OSWEGO, OR: START OUT GOING WEST ON KRUSE WAY PL TOWARD DANIEL WAY. TURN LEFT ONTO DANIEL WAY. TAKE THE 1ST RIGHT ONTO KRUSE ei$,0 PROres WAY. STAY STRAIGHT TO GO ONTO OR-217/BEAVERTON TIGARD FWY. MERGE ONTO 1-5 S/PACIFIC HIGHWAY 1 S VIA THE RAMP ON THE LEFT TOWARD SALEM. GENERAL INFORMATION: ��'� •AGTIVE�5,Sii TAKE EXIT 291 TOWARD CARMAN DR. KEEP RIGHT TO TKE THE U BOONES FY RD RAMP TOWARD OREGON BUSINESS PARK/KING CITY. MERGE ONTO SW UPPER 1. PARKING REQUIREMENTS ARE UNCHANGED. LEGAL DESCRIPTION �c t BOONES FERRY RD. TURN LEFT TO STAY ON SW UPPER BOONES FERRY RD. TAKE THE 2ND RIGHT ONTO SW DURHAM RD. TAKE THE 1ST LEFT ONTO SW 85TH 2. TRAFFIC IS UNAFFECTED. N/A 85711E J Irr AVE. SITE WILL BE ON THE RIGHT. 3. NO SIGNAGE IS PROPOSED. II PROJECT DESCRIPTION: A �, TT&T MOBILITY TELECOMMUNICATIONS FACILITY CONSISTING OSES THE FOLLOWING OAN F AN EXISTINGUNSTAFFED ARRAY A 1 OOFT TOWER ADIO '11 yo OREGON`�'.•` AND AN EQUIPMENT SHELTER. O Abe,0 \r APPROVAL/SIGN OFF OF DRAWINGS AT&T WILL REMOVE/REPLACE FROM TOWER: 6`�N/g p•PQ's' • 1 LTE 700/1900 ANTENNA PER SECTOR, (3) TOTAL Fs CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE • €2 GSM 85O/i9TMAS ER ANTEENN, (PER OECTAL SECTOR, (3) TOTAL• (EXPIRES 12/31/2017 CONSTRUCTION MANAGER COMPLIANCE o LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER AT&T WILL INSTALL ON TOWER: THE INFORMATION CONTNNED IN nu • 1 LTE 700/1900/AWS ANTENNA PER SECTOR, (3) TOTAL OF CONSTRUCTION DOCUMENTS w PROJECT MANAGER DEPLOYMENT MANAGER 1 LTE AWS RRH PER SECTOR, (3) TOTALPROPRIETARY BY irNATURE.ANY USE OR • 1 LTE WCS ANTENNA PER SECTOR, (3) TOTAL THAT WHICH CITY OF TIGARD REL ES TO SITE ACQUISITION EQUIPMENT ENGINEER • 1 LTE WCS RRH PER SECTOR, (3) TOTAL PRLATES 1O AT&T MOBIIlIY IS STRICTLY • 1 DC SURGE PROTECTOR Approved b Planning SHEET ME: - � ZONING INTERCONNECT • FOUNDATION MOD BY SEMAAN - 8/17/17 ,, • MOUNT MOD BY FDHV, DATED 1/27/17 E SITE ACQUISITION MANAGER OPERATIONS Date. I i AT&T WILL ADD TO EQUIPMENT SHELTER: r " Z TITLE SHEET PERMITS RF ENGINEER • • (1) 2244V-48V DC CONVERTER MODULE �1y it}t �,�yy RF ENGINEER MANAGER �t ill �>rf: --�---_ REVIEWBREAKERS ERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH SHEET NUMBER REV. REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T-1 1 GENERAL NOTES: GENERAL NOTES: (CONTINUED) CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES *41 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 ek 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 AT OWNER REQUIREMENTS. i 1 at&t SET TO AT&T. UPON COMPLETION. LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR TOWER/POLE NOTES: ' MOBILITY THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR DIAMEItHS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE �- PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. FABRIC A MINIMUM OF8"AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED . AT&TMOBILITY CORPSCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERSSTE. 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. 19801 SW 72ND AVE., rE.200 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 TUALATIN,OR 97062 COORDINATION SOLU11ON(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH 23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT FDH-I 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 ACCOMPLISHED AS SHOWN. PRIOR TO 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 SI LEL SHALL BE AS e c eE NG INNOVATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: A/C AIR CONDITIONING MAX MAXIMUM AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL AGL ABOVE GROUND LEVEL MECH MECHANICAL 4004 KRUSE WAY PLACE INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3' APRX APPROXIMATELYADVANCEDWIRE MEW METAL BLDG.4004,SUITE#220 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SETAWS WIRFlC SERVICE MFR MANUFACTURE LAKE OSWEGO,OR 97035 BLD 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" BLD BATTERYG BUILDINGBACKUP UNIT MGR MANM SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHFl ESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). MIN MINIMUM 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) ThBLK BLOCKING MISC MISCELLANEOUS" CLG CEILING NA NOT APPLICABLE PR52 SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUR CORP. METAL LOCKING TIES 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) CUR CLEARONCNIC NOT TO S CONTRACT DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA CONCONCRETE OC NOT SCALE WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. CONST CONSTRUCTION OC ON CENTER CONT CONTINUOUS OD OUTSIDE DIAMETER DURHAM OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DBL 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. DOUBLE PCS PERSONAL CIE COMMUNICATION EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. f DIAMETERE SERVICE 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DIAG DIAGONAL PW POWER DISTRIBUTION UNIT 16295 SW 85TH AVE 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTES: AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE CE T DETAIL PROP DEWN PROD PRTIGARD,OR 97224 THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT DEPROJECTE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). EEG DRAWING PROP PROPERTY PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE REQPT PRESSURE TREATED CONTRACT. INSTALLATION. 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE EEC ELEVATION REQUIRED TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL ELEC ELECTRICAL RF RADIOOFREQUENCY LTE 3C 4C 6. THE CONTRACTOR SHALL INSTALL Al EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON JURISDICTION. EQ EQUAL RM ROOM MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNI MS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL FILL, AND MULCH. EQUIP E TERIONT RO ROUGH OPENING Eo FOR FS EX EXT WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. STRUCTURAL STEEL NOTES: RRH REMOTE RADIO HEAD CONSTRUCTION 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FlF FIBER INTERFACE FRAME SIM SHEET 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FROM 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND FLUOR FLUORESCENTGH SIM SIMILAR SUBMITTALS IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. SPEC SPECIFICATIONT �y �� ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SPOTS AND STANDING WATER. FUR FLOOR SF SQUARE FOOT A 11/22/16 DESCRIPTION BY PRELIM CDS DRS LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 2. STRUCTURAL SItEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD FT FOOT SS STAINLESS SfEF1 AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED GGALA STRUCTTt S 1 3/29/17 CONSTRUCTION DRS STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR GALV GALVANIZED STRUCTURAL1 8/22/17 FINAL CD Br 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FORGENERALGC CONTRACTOR STD STUD 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 BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2014 GRND GROUND SUSP THROUGHUHED CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. OSSC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE GSM GLOBALSYSTEM MOBILE THRU OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL GYP GYPSUM BOARD TMA TOWER MOUNTED AMPLIFIER 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING INSPECTION REPORTS AND TEST RESULTS. HRRZ HORIZONTAL TND TINNED 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. HR HOUR TYPUM TYPICAL EL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: FIT HEIGHT UMTS UNIVERSAL MOBILE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNI EGS NOTED 3. STRUCTURAL STE OTHERWISE ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL UNDISTURBED SOIL OR ON IID INSI N IN H�DIAMETER VERT TELECOMMUNICATION SERVICE STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE TYPE OF MEMBER INFO INFORMATION W/ VERTICAL WITH OF ORGANIC MATERIAL DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT A WIDE FLANGE SHAPES ASTM A992, GRADE 50 INSUL INSULATION W/O WITHOUT 10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI INT INTERIOR WCS WIRELESS COMMUNICATION FAT: 10094151 MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LBS POUNDS SERVICE DRAWN BY: KUK PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4' MINUS CRUSHED ROCK PLACED C. PIPE COLUMNS ASTM A53, Fy 35 KSI LTE LONG TERM EVOLUTION WP WATER PROOF IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98%ASTM D1557 OR D. STRUCTURAL TUBING ASTM A500, Fy 46KSI CHECKED BY: OA 11. CONTRACTOR TO PROVIDE A PORTABLE ARE EXTINGUISHER WITH A RATING OF AASHTO T-180. E. ANCHOR BOLTS ASTM A307 LEGEND CURRENT ISSUE DATE NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL F. CONNECTION BOLTS ASTM A325 TWIST-OFF PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE 2014 OSSC SUBJECT PARCEL 8/22/17 SECTION 1705 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL - - 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING LOCAL JURISDICTION. EXPOSED TO WEATHER AND WHERE NOTED. SECTION LINES STAMP IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SPECIAL INSPECTIONS: - - PROPERTY LINES MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH 0.1.S.C. AND AWS STANDARDS - - RIGHT-OF-WAY LINES ED PROF AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 • .015--- • PROPOSED CONTOUR - MAJOR �� H �sS4 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE PROPOSED CONTOUR- MINOR �� NG NFF� p 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE 4, DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 .005 EXISTING CONTOUR - MAJOR Q 857 P r CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX EXISTING CONTOUR - MINOR PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING ELECTRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS -cx cx- -CX-cX- COAXIAL CABLE RUN FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL. NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BURS, -FO FO- -FO FO- FIBER OPTIC CABLE RUN 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES: -E F -E E- ELECTRICAL CABLE RUN ,�) yo OREGON '�` CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND T T -r T- TELECOM UNDER/OVER HEAD O °�Der08 �V BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ❑ ❑ -0--11- FENCE - SEDIMENT ALL 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN 'SPECIFICATION FOR THEE DEL ESIGNOFCOLD FORMEG SHALL D S LEL STRUCTURAL x -x x ��N�S D•P8� TO FENCE - CHANUNK, /W BARB AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM MEMBERS.' C150, PORTLAND CEMENT TYPE II U.N.O. (EXPIRES 1.2/31J2017 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE AND SHALL HAVE A MINIMUM OF TWO BOLTS UNI FSC NOTED OTHERWISE. PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. NON-STRUCTURAL TME IT♦fORMATKIN coNrNNm W TF9S 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SFWJ_ BE AIR-ENTRAINED 8 A307 BOLTNCONNECTIONS OTHEERWI STEEL GRATING MAY USE 5/8" DIA. ASTM SET OF CONSTRUCTION RN T AB Hai IS INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, €� # - ® PROPRIETARY Err TM USE oil C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN RELATES TO AT&T MOBLRY 6 slRlcaY �' 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND MANUFACTURERS WRITTEN INSTRUCTIONS. E UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Know what's below. SHEET TITLE UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. SI), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 Call before you dig. GENERAL NOTES 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND REINFORCING A706. REINFORCING INDICACOMPLYINON G WITH ASTM WINGS TO BA61E 5(S) MAY BE WELDED TOED SHALL CONFORM 11. GALV N (ZINC RICH PAINT) OR APPROVED H UP ALL FIELD DRIWNG, ( EQUAL SURFACES WITH 2 COATS OF N SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING NOTA„ SHEET NUMBER: REV. PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. STRUCTURAL DRAWINGS AND NOTES SHALL TAKE PRECEDENCE OVER ALL DRAWINGS AND NOTES. G N-1 SW STRATFORD LOOP I Imo/* " ',, at&t EXISTING EXISTING Nt�/ MOBILITY EXISTING RESIDENTIAL AREA (RESIDENTIAL AREA F' RESIDENTIAL AREA- L AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 SW DURHAM ROAD ® VELOCITEL EN6INEE R' EXISTING BUILDING I I DUSTING - 4004 KRUSE WAY PLACE GRASS AREA \ BLDG.4004,SUITE#220 a 1 \ LAKE OSWEGO,OR 97035 EXISTING 40 \- EXISTING BUILDING GRASS AREA w PR52 ar EXISTING EXISTING BUILDING DURHAM BUILDING EXISTING EXISTING BUILDING 16295 SW 85TH AVE BUILDING TIGARD,OR 97224 EXISTING — — — BUILDING - AT&T SITE WfTH 100'± SELF SUPPORT TOWER, Sw SH��R PROJECT:114 SEE A-2 LTE 3C 4C EXISTING elm Fob RESIDENTIAL AREA- CONSTRUCTION \\) ' ' SUBMITTALS I 170-3 ± 74 REV. DATE DESCRIPTION BY A UM CDS DRS 0 13/29/117 CONSTRUCTION DRS g \-w EXISTING UNEAPP (T MATE P.) PROPERTYOCA I I 1 8/22/17 FINAL CD BT FIELD -\ OFEXISTING :�„ ) NUNE (TYP.) I -I 0 — — /// — — — 1ill EXISTING 3 � BUILDING V1 EXISTING J GRASS AREA EXISTING (( EXISTING GRASS AREA SW MILLEN DR FIELD FAi: 10094151 ,t‘‘‘‘‘‘, DRAWN BY: KWK `''0� '� CHECKED BY: DA 4 �� P� CURRENT ISSUE GATE 110 1111 1p• ��a�yJ iiil 4111 ADJACENT ZONING 8/22/17 \��J� STAMP: /::// 1 �Q,EQ PROrt61 �its� NC,INFFq S \� /09 GRASS AREA ¢ 85711-E o' Yit..'n"..-16silf EGONN- e r 4S 1`• H SD P- 1 [EXPIRES 12/3112017 ] . .- — — — N THE RFORMA11ON CONTMNED IN THIS 0' SET OF CONSIRUCIION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DSCLOSURE ORER THAN THAT*MCH `SI 1,, RElATTS 10 AT&T MOBRJTY IS STRICTLY E EXISTING 1= PROHIBITED. 0 GRASS AREA DUSTING BUILDING __ SHEET 7RLE - E —SUBJECT — — — — —SECTION LINES OVERALL SITE PLAN PROPERTY UNES (( ll - - RIGHT-OF-WAY LINES SHEET NUMBER: REV. r 22•x34•SCALE: 100' I , I OVERALL SITE PLAN 1 A-1 1 11•X17•SCALE: 1•-200' 0' 100' 200' ,4‘... ....4'4,. 4,,,,.-- ----/ at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 VELOCITEL 58'-O" FOUNDATION MOD BY ENQINEERINQ INNOVATION SEMAAN - 8/17/17 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 7 x x x x x x x x , I x , x , x , x , x , x . x , x , x , x . x , x . x , x , x . x— xx x PR52 X cI EXISTING ICE x • x 15'-11• BRIDLE, TIP • i DURHAM x x x x x x i x x , '-x x x i 16295 SW 85TH AVE j%� • � ' j: x X � /// ')'17''''. x TIGARD,OR 97224 • x %•/ � "<�� ,, , x / ��/f /,/ fir, x PROJECT: x x i' EXISTING GPS / x x j__------ /4/ LTE 3C 4C ANTENNA, TIP / ' EXISTING 100' f x • EXISTING / x ISSUED Mt k / / l I SELF WER jA `�,. CONSTRUCTION (, • x (6) .+1• • 2 7 8COAX, S x • SHOWN( ) / � � ERF-1 ESTNGNUNAT&T x A- i. /NOT SHOWo 3/29/17 coNucnoN DRs x x CLARITY, SRF-1 (2) DC CABLE RUNS N RUNS EXISTING HVAC x .�� . -� 1 8/22/17 FINAL c0 BT • EXISTING (12) 1-- IIT. �UNIT, TYP 1 p' x x 7/8• COAX AND. • x • 12 PAIR FIBER • x x TO • BE REMOVED x x • x • x • x , I T x x N —x • x • x • x • x� x • m - x 19'-2• x _ x x x ix • . x • . x • . x • . 1 X ' . x X ' . X x " x x FA/: 10094151 • EXISTING AT&T - DRAWN BY: KUK EQUIPMENT SHELTER, x x CHECKED BY DA x SEE A-3 x CURRENT ISSUE DATE:EXISTING eM 8/22/17CONCRETE WALKWAY x STAMP:x r l x M >< �4ED PROpe • x � s N NGINEE /0� q2 x x x 85711-E �� • *i $ x x x 11 0�OREGON Q'->\ x • • O °''b,j t OS� v EXISTING / — x ��/I/f.S D. P8� / CHAN-LINK .o / FENCE T I EXPIRES 12/31/2017 11 f �. , • x x x x x x x x x . • x x x x • x • x x • x x • x • x • _ 2 THE RFORMATIDN CONTAINED N TNS O I SET OF CONSTRUCTION OOMENIS IS ,, 38•-10• < -. PROPRIETARY BY NATURE ANY USE OR DSBru. NN CLOSURE OTHER TFTHAT WHICH RELATES 10 AT&T MOBILITY IS STRICTLY EXISTING �T y GATE I MANUAL N jr {EE7 TSE "E /-ryt\ �4 �, COMPOUND Dal �• / —el 1b00 LAYOUT PLANS ,....Ur NIS. SHEET NUM BE R REV. SI 2- 2.134•SCALE: 1•�5• EXISTING COMPOUND LAYOUT 2 72•i34•SLE` 1• 5. ' PROPOSED COMPOUND LAYOUT 1 A-2 1 1- 1.117•SCALE 1-10' 0' 6' 10• 1 x117•SCALE: 1' 10' 0• s 10• -' at&t ' ,.' MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 EXISTING (6) 1-5/8" COAX, (12) 7/8" '`-' I COAX, (1) FIBER, AND (2) DC CABLE RUNS ',,,',,t,-, EXISTING (6) 1-5/8" COAX AND �'; FDH VELOCITEL EXISTING (12) 7/8' COAX AND 12 PAIR V C ' (2) DC CABLE RUNS FIBER TRUNK, TO BE REMOVED PROPOSEDAND 18((2)PAIRDC FIBERCABLE TRUNKRUNS �� ENGINivc ,NNavnT ON �c 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 ) LAKE OSWEGO,OR 97035 1 111II'f EXISTING LTE FIF RACK INSTALL (6) DC BREAKERS IN 9,, PR52 6 EXISTING DC CONVERTER 1 SHELF FOR PROPOSED RRHs 1- EXISTING CSM CABINETS I ` DURHAM y) F� I I 16295 SW 85TH AVE I L__,_!—_ F TIGARD,OR 97224 CX Z (, r PROJECT. . LTE3C4C C .— x ISSUED FOR: ADD (1) 24V-48V DC CONSTRUCTION CONVERTER MODULE IN EXISTING FIBER RACK x UPGRADED DC CONVERTER SUBMITTALS REV. DATE DESCRIPTION BY EXISTING UMTS CABINET x x A 11/22/16 PRELIM CDS DRS 6 0-_ _3/29/17 CONSTRUCTION DRS { ti LI , 1 8/22/17 CD Br 1 aEXISTING ALARM EXISTING i...„--- AT&TI I I i TELCO • RACK EXISTING 3'-6" WIDE FA/: 10094151 EQUIPMENT SHELTER DRAWN BY: KLA DOOR CHECKED BY: DA CURRENT ISSUE DATE: 11111 8/22/17 EXISTING AT&T ARGUS POWER SrAMh RACK EXISTING POWER PANEL EIPRO EXISTING SWITCH r- [ �\. t.tk GIN E.4-,.Sip r— EXISTING AT&T C EXISTING DISC. SWITCH II [ 14 9 "I' BATTE POWER I� 'I'I� Q 85711'E /' BATTERY STACK ' 111A o OREGON O`PobeOs�o� �N►//S D.P'. [EXPIRES 12/31/2017 1 2.3 THE INFORMATION CONTNNED IN THIS ‘,3[ SET OF CONSTRUCTION DOCUMENTS IS wPROPRIETARY BY NATURE ANY USE OR a 12'-0' — AT&TRELADISCWSURETES TO 1MOBLTHMNY S STRICTLY N N PROHIBITED. - I 1� N P-ft,, v . SHEET TITLE: E -tt-fSt' 1�p$ EQUIPMENT LAYOUT �" PLANS SHEET NUMBER: REV. Si 22x34•SCALE 1'-2-5' , , I EXISTING EQUIPMENT LAYOUT 2 22'x34•SCALE' 1•-2.5' , T^ PROPOSED EQUIPMENT LAYOUT 1 A-3 1 11'x17*SCALE 1'.5 0' 2.5' S' 11'x17 SCALE 1'�5' 0' 2.5' S' 1. TOWER\ANTENNA DESIGN\MOD AND ANALYSIS BY SEMAAN - 8/17/17. + EXISTING GSM 850/1900 ANTENNA EXISTING LTE 700 RRH TOWER OWNER RESPONSIBLE FOR REVIEW OF PROPOSED ANTENNAS. 5,,. �', a,}Q_} (1) PER SECTOR (3) TOTAL (1) PER SECTOR (3) TOTAL 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPLICABLE). 150' CRANE PERMITTED. � ilil"'` a LOCI TO BE REMOVED TO REMAIN 3. CONTRACTOR TO VERIFY RF DATA WITH FDH VELOCITEL CONSTRUCTION `t MOBILITY _ EXISTING GSM TMA EXISTING LTE 1900 RRH MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION „, (2) PER SECTOR (6) TOTAL (1) PER SECTOR (3) TOTAL TO BE REMOVED TO BE RECONFIGURED (1) PERG SECTORLEE 1R0(3)0 RRH AT&TMOBILITYCOTE. (RETROFIT ON NEW ANTENNA) (E PER TQTAL 19801 UA A ND ORE.,062 200 RECONFIGURED TUALATIN,OR 97062 ATOP OF TOWER TOP OF TOWER 00'-0"f AGL '►_ 100'-0"± AGL ► ;_ A INS i ti 7l' Ili 1110 VELOCITEL EXISTING ANTENNA RAD CENTER / „liPROPOSED ANTENNA RAD CENTER 98'-O"± AGL $ 98'-O± AGL101' ENQINEERING INNOVATION EXISTING MOUNT TO BE REMOVED ' 4004 KRUSE WAY PLACE PROPOSED DC6 / PROPOSED LTE 700/1900/AWS BLDG.4004,SUITE#220 EXISTING DC6 SURGE l EXISTINGLTE 700/1900 SURGE PROTECTOR A ANTENNA LAKE OSWEGO,OR 97035 PROTECTORANTENNA (1) PER SECTOR (3) TOTAL TO REMAIN (1) PER SECTOR (3) TOTAL TO BE REPLACED MOUNT MOD BY FDHV, PROPOSED LTE AWS RRH DATED 1/27/17 (1) PER SECTOR (3) TOTAL PR52 EXISTING UMTS TMA ', A (2) PER SECTOR (6) TOTAL TO BE RELOCATED � i,��,' -PROPOSED LTE WCS RRH I � (1) PER SECTOR (3) TOTAL DURHAM EXISTING ANTENNAS, TYP M . EXISTING UMTS 850/1900 11I' PROPOSED LTE WCS ANTENNA BY OTHERS ANTENNA (1) PER SECTOR (3) TOTAL (1) PER SECTOR (3) TOTAL 16295 SW 85TH AVE TO BE RELOCATED EXISTING UMTS TMA (2) PER SECTOR (6) TOTAL - TIGARD,OR 97224 _ RELOCATED PROJECT:LTE 3C 4C 1 :/ - ISSUED FOR: EXISTING UMTS 850/1900 ANTENNA (1) PER SECTOR (3) TOTAL CONSTRUCTION ' RELOCATED SUBMITTALS "I REV. RATE DESCRIPTION BY El A 11/22/16 PRELIM CDS DRS 0 3/29/17 CONSTRUCTION DRS {Cp 1 8/22/17 FINAL CD 09T N EXISTING 100'-0"± SELF SUPPORT TOWER------------„ I 0!ilii :II iv :: 4:: Alli til ..,4 :,I CSI FAr: 10094151 DRAWN BY:,._ KLJK I IEIIIII CHECIED BY:, DA irk II CURRENT ISSUE DATE:EXISTING (6) 1-5/8" COAX, uIj EXISTING (6) 1-5/8" COAX AND1,,, 8/22/17 (12) 7/8" COAX (2) DC CABLE RUNS (1) FIBER, AND PROPOSED 18 PAIR FIBER TRUNK ETANP. (2) DC CABLE RUNS AND (2) DC CABLE RUNS \. L:' EXISTING (12) 7/8' COAX `i„ �tiQEO PROpFSS AND 12 PAIR FIBER TRUNK ESI ��, 0NGTN' 9 /p TO BE REMOVED 9 'EPROPOSED FOUNDATION MOD 485711 1 BY SEMAAN - 8/17/17 1/1 ' D 'i'0 OREGON 0'Z' 111® I ii SEH be T 0$�lGV FOR GROUND FOR GROUND NQS P EQUIPMENT, EQUIPMENT,iSEE A-2 411 , SEE A-2 4111 I'� EXPIRES 12/31/2017 I i Jn1 - - _ _ _ _ _ -• DOCUMENTS IS-.-.i I I THAT WHICH pRoliAT1, DISCLOSURE &T MOBILITY IS STRICTLY r n K II !j I'll i ,} _ ` II }f,II - �I�h SHEET IITLE: E GRADE (REF) 1_ �' GRADE (REF) _ 0'-0" (ASSUMED) 0-0" (ASSUMED) I" I I ELEVATIONS SHEET NUMBER REV. SI ;;N,;;• NTS EXISTING ELEVATION 2 221111;.SC NTswrs PROPOSED ELEVATION 1 A-4 1 1. TOWER\ANTENNA DESIGN\MOD AND ANALYSIS BY SEMAAN - 8/17/17. PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE TOWER OWNER RESPONSIBLE FOR REVIEW OF PROPOSED ANTENNAS. -+ alOCl 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPUCABLE). PR52-DURHAM SUPPLIED BY AT&T WIRELESS,FROM RF CONFIG DATED: 11/1/2016 BY: PIEROROVANI 3. CONTRACTOR TO VERIFY RF DATA WITH FDH VELOCITEL CONSTRUCTION littpapsoef MECHANICAL MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION ,' MOBILITY ANTENNA ANTENNA RAD AZIMUTH DC SURGE AND FEEDER TYPE FEEDER LENGTH SECTOR POS TECHNOLOGY MAKE ANTENNA MODEL CENTER(FEETAGL) (DEGREES) TMA MODEL QTY DISTRIBUTION(QTY) (LTE) (FT) DOWN(DEGREES) AT&T(DEGREES} T& MOBILITY CORP 19801 SW 72ND AVE.,STEL 200 1 LTE 700/1900/AWS KMW EPBQ-652L8H8 98 0 0 TUALATIN,OR 97062 A 2 LTE WCS KATHREIN 80010866 98 0 0 - 3 UMTS 850/1900 KATHREIN 80010121 98 15 ANDREW MHA ETB19G8-12U8_(YES-U9 1) 2 2 N 4 FDH VELOCITEL 1 LTE 700/1900/AWS KMW EPBQ-6521_8H8 98 120 2 2 LTE WCS KATHREIN 80010866 98 120 (2)FIBER/ 2 ENGNE_Rvu yN4vA ah B 3 UMTS 850/1900 KATHREIN 80010121 98 135 ANDREW MHA ETBI9GB-12U8_(YES-U9 1) 2 ��-60 18 8F(2} (4)DC 138 0 4004 KRUSE WAY PLACE 4 BLDG.4004,SUITE#220 1 LTE 700/1900/AWS KMW EPBQ-652L8H8 98 240 0 LAKE OSWEGO,OR 97035 C 2 LTE WCS KATHREIN 80010866 98 240 0 3 UMTS 850/1900 KATHREIN 80010121 98 255 ANDREW MHA ETB19G8-12UB_(YES-U9_1) 2 0 PR52 4 DURHAM EXISTING UMTS 850/1900 ANTENNA /NoPROPOSED LTE WCS ANTENNA EXISTING LTE 700/1000 ANTENNA `(1) PER SECTOR (3) TOTAL (1) PER SECTOR (3) TOTAL 16295 SW 85TH AVE (1) PER SECTOR (3) TOTAL o / TO BE RELOCATED \ ///N TIGARD,OR 97224 TO BE REPLACED m = PROPOSED LTE 700/1900/AWS $ PROPOSED LTE WCS RRH o o ANTENNA c 5 (1) PER SECTOR (3) TOTAL PROJECT: oa /, EXISTING GSM 850/1900 ANTENNA (1) PER SECTOR (3) TOTAL .. LTE 3C 4C \ : • o (1) PER SECTOR (3) TOTAL PROPOSED LTE AWS RRH E b ,n ISSUED FOR: < z +v SECTOR TO BE REMOVED (1) PER SECTOR (3) TOTAL w ALPHA `z 3 `� CONSTRUCTION w z - g w W _i b o SUBMITTALS Q �' a '�2 Q EXISTING GSM TMA to < g REY. DATE DESCRIPIpN BY W ti (2) PFR SECTOR (6) TOTAL C A 11/22/16 PRELIM CDS DRS L.:- c TO BE REMOVED SECTOR Q '� - N -J 0 3/29/17 CONSTRUCTION DRS �� / / �.•.,. IMI �Z ALPHA 6/22/17 FINAL CD BT / _-Y/ EXISTING DC6 WZ EXISTING LTE 1900 RRH �`.. C, t SURGE PROTECTOR � �_ TOREMAINESE TIOR UMTS TMA I(1) PER SECTOR (3) TOTALilliirTO BE RECONFlGURED \iikik, (2) PER SECTOR (6)EOCATED � l,� r SEUMAAN - 8/0/BY (RETROFIT ON NEW ANTENNA) •- I y �' EXISTING UMTS 850/1900 ` r ° +/ ' (1) PER SECTOR (3) TOTAL +p ® RELOCATED�_ c4,41%\\ I. •!,-p 19 0 , 1 • 19pp' 1'��. 4 ...,x i + `' ® --------- 41111;47' � FAT: 10094151 SEC „G„ 55Z � , -----A. ✓ S O - iDRAWN BY: KWK NFi1//e <T�, SEO SENNPj�555NZMUSN' ,t'' ç} qvçf ' CHECKED BY:TUPERSITOR (3) T;AL a t';�\ �Z/MOlg00 TO REMAIN s_- '' ph, - 70' 00'° STAMP ° A ..9tio 3_ t' .� sFc �iM o04 too PROFF 17 f, TFC B., PROPOSED DC6 \ . 6• �, GIWF s,, SECTOR by�GST SURGE PROTECTOR / ti �� 7O�'w �� N F9 Qy GAMMA 19p0 ss'ss za *Rs, ° s `� ql�M ¢ 8571�'E I �e~ „G° UN 55 g5 PZ\MSN y- 9��oT,90 Of, �`� f/ / SES �, ;� ti SECTOR ` , PN�ENNP 2 t ,� \�� - i `/,A. , T p o`EGON „w. EXISTING LTE 1900 RRH �,`7SF GAMMA c-G 0 /.IV ) (1) PER SECTOR (3) TOTAL `� e)0 ° S ti RECONFIGURED O fiber0s ti �T��9e c � ' 9tir�c ��NlS D.P�� EXISTING UMTS TMA CVC*7 i' /2 �� y (� ri (2) PER SECTOR (6) TOTAL a°° ' q So TS EXPIRES 12/31f2O17TO BE RELOCATED apo \�°� �G 90 SECTOR �s*-44,' S9 �s° ��cPti Ty ° ,,Of' SECTOR o °."NSP TO BETA X0019�"� Tti °° BETA THE INFORIMTION CONTAINED N THIS S SET OF WIISIRUCTpN DOWNEMS IS PROPRIETARY BY NATURE ANY l�E OR a \ �G l�'ry DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY gE.G' AT PROHIBITED. N MOUNT MOD BY FDHV, NI rvi EXISTING MOUNT \ DATED 1/27/17 � \ SHEET : E TO BE REMOVED �` - , —t4f3uN11111 ANTENNA "5 *4111ili° CONFIGURATIONS SHEET NUMBER: REV. Ol 22"x34"22"x34" NTS 22•x34•SCALE:NTS EXISTING ANTENNA CONFIGURATION 2 PROPOSED ANTENNA CONFIGURATION 1 R F- 1 1 „•a,7•SCALE NTS 11•zi7•SCALE:NTS PROPOSED PANEL ANTENNA PANEL ANTENNA _ _ PANEL _ _ m _ MANUFACTURER: KMW Mow MANUFACTURER: KATHRON MOUNTING PIPE ANTENNA 11°. R f�t PART: EPBQ-652LEH8 PART : 80010866 ANTENNA MOUNT, ANTENNA MOUNT, !Ii TOP d< BOTTOM BOTTOME�NI EI: �f■ DEPTH: 6.3" DEPTH: 6.7" 1 MOUNTING PIPE mim oom1111111 �� L- WEIGHT: 62.4 lbs io WEIGHT: 77.2 lbs. �� AT&T MOBILITY CORP. III III � •• 19801 SW 72ND AVE.,Os TR 200 rn �� RRH TUALATIN,OR 97D82 .� 1- RRH F D H VELOCITEL !Iy � I■I■ ■■I i■! mi ISI �� .f�� •� ENGINEER N3 INNGYAiI ON H31 40 04 KR USE WAli,,,„ Y PLACE (12) RF CONNECTORS,TYP RF CONNECTORS, TYP I I I BLDG.4004,SUITE#220 FIBER/DC JUMPERS LAKE OSWEGO,OR 97035 _ FROM SURGE I III_ III —'— - 00 0* 1 PROTECTOR PR52 • O° oA n _ ,I 1 1 I' I 14.8 r CONTRACTOR TO VERIFY RF DATA AND RRH LAYOUT W/ BRASS CABLE MARKING TAPE AND 5" MINIMUM RADIUS DURHAM TAGS WHERE THE COAX CABLE ON COAX JUMPERS VELOCITEL CM AND/OR RF ENGINEER PRIOR TO CONSTRUCTION 12" CONNECTS TO THE ANTENNA 8 SIDE VIEW BACK VIEW 16295 SCALE : NTS LTE ANTENNA DETAIL 9 SCALE I NIS LTE ANTENNA T295 SW 85TH AVEAV 224 MANUF: RAYCAP DESC: DC SURGE PROTECTOR LTE 3C 4C MODEL DC6-48-60-18-8F WEIGHT: 32.6 LBS ISSUED FOR: CONSTRUCTION MOUNTING PIPE-\_ 1 11" DIA SUBMITTALS REV. DATE DESCRIPTION BY A 11/22/16 PRELIM CDS DRS DSURGE 0 3/29/17 CONSTRUCTION DRS PROTECTOR 1 8/22/17 FINAL CD 8T I I MOUNTING BRACKET � BY MANUFACTURER n I 1,1 —rt (MOUNTING ATTACHMENTS - , I a, o Fy 10094151 PER STRUCTURAL , _ IL l ,____ 1 DRAWN BY: KWK CHECKED BY: DA li? �n�1k in CURRENT ISSUE DATE: l'—IA" MOUNT -I 8/22117 NOT USED 7 scAE:Nrs DC SURGE PROTECTOR 6 SC :NIS RRH&ANTENNA MOUNTING DETAIL 5 STAMP' o I I I MANUFACTURER: ALCATEL-LUCENT MOUNTING ANTENNA 05.0 PROFe.S 11] MODEL: RH 5AAWS LUCENT PIPE DOWNTiLT BRACKET G kNGlNEF9 s/p2 MODEL RRH 4x45 AWS 0 MODEL RRH 4x25 WCS TOP & BOTTOM HEIGHT: 31.0 ao HEIGHT: 31.5" ' /3/' 8571 E / 9r o o ( I `h I, WIDTH: 12" I WIDTH 12" �,�,_! ��1.'� DEPTH. 14" I1 II I WEIGHT: 77 LBS 12" -I WEIGHT: 70"LBS I 11 1 1 vo OREGON�'• I 12" QE I- � FRONT SOLAR FRONT SOLAR ANTENNA MOUNTING 0�.0,...bet 0��ti SHIELD SHIELD NI$D. I [EXPIRES 12/31/2017 THE INFORMATION CONTNNED N THIS _ - SET OF CONSTRUCTION DOCUMENTS IS - - �. PROPRIETARY BY NATURE ANY USE OR of .\' " - - 1 O ODER THAN THAT WHICH w • • o 5"R MIN ON RELATES TO AT&T Mo re IS STRICTLY ,1 !�� • -• lo PROHIBITED. M "� U Y�( �1�' ' COAX JUMPER RRH o k,`j\ BRACKETS RRH Q)• `ter///\MOUNllNG BRACKETS I CONNECTOR, - AillSHEET mIE E _ , .-_.1 RF, TAPE AND BRASS RF DETAILS • • I TAG MARKINGS T ME ISO VIEW f8QLl1 1.0__11.121 OM ME SHEET NUMBER REV. SCALE:NIS AWS RRH UNIT W/SOLAR SHIELD 4 SCALE:Nrs WCS RRH UNIT WITH SOLAR SHIELD 3 NOT USED 2 SCALE:NIS ANTENNA MOUNTING DETAIL 1 R F-2 1 CABLE MARKING TAGS „, "'++ "�T at&t TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL r. 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 O O FORMATS TO BE USED FOR THE 1 A 1 A 1 A BRASS TAGS. \ T8 3B 69U9 F D H VELOCITEL eNNee Rinc INNOVATION DIAGRAM OF BRASS TAG FORMATS FORMAT A FORMAT B FORMAT C 4004 KRUSE WAY PLACE FORMAT A IS TO BE USED WHEN THERE BLDG.4004,SUITE#220 IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO LAKE OSWEGO,OR 97035 TECHNOLOGIES HAVE BEEN DUPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT THROUGH A DIPLD(OR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING AT THE TOP OF NE TOWER. PR52 THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE DURHAM TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE TECHNOLOGY. SECTOR GAMMA SECTOR ALPHA 16295 SW 85TH AVE RF CABLE C2 Al RF CABLE A2 TIGARD,OR 97224 THROUGH C6 AS THROUGH A6 AS REQ'D REQ'D PROJECT: LTE 3C 4C ISSUED FOR: C1 B1 CONSTRUCTION SECTOR BETA SUBMITTALS RF CABLE B2 REV. DATE DESCRIPTION BY THROUGH 86 A 11/22/18 PREUM CDS DRS AS REQ'D 0 3/29/17 CONSTRUCTION DRS NOTE: 1 8/22/17 FINAL CD 8T 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 FA/: 10094151 1. X CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED DRAWN BY: KWK CHECKED BY: DA 2 X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER 'CURRENT ISSUE DATE (AS APPLICABLE). i I 8/22/17 ' 3. X END OF JUMPER AT BTS CABINET STNnP X .' ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE. 45N Fss E� QF ��y 001EF9 /09 CABLE COLOR MARKING a' 857 PE 1 r IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE 5 BAND OF COLOR TYPE PER CABLE SECTOR DESIGNATION LABELING. THE COLORS SHALL BE AS FOLLOWS: 9 o OREGON ,., SECTOR k RED SECTOR B: BLUE OFh�S D er 9,se,4 SECTOR C: GREEN THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF EXPIRES 12/31/2017 I DATA SHEET (RFDS) AT TIME OF INSTALLATION. RF DATA SHEET IS TO REMAIN POSTED AT EVERY SITE. L THE INFORMATION CONTAINED N THS COAX BOOT SPECIFlCAl10N pPROP�HIETARY�RE, USE OR DOCUMORS A - ,� D OTHER THAN TWIT WHICH ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE: ROATES TO AT&T MOBBJTY IS STRICTLY PROHIBITED. ROXTEC H SEAL H3-150 / 3X (28-54) / 20 SHEET 7111E E SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE) RF NOTES F.F. CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL SHEET NUMBER: REV. R F-4 1 SYMBOL DESCRIPTION GENERAL GROUNDING NOTES: 4- -A., ® COPPER GROUND ROD s -- at&t 1. GROUNDING SHALL BE INSTALLED 6' BELOW FROST DEPTH OR 30' BELOWiPr�.**" MOBILITY ® TEST WO I GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. "<' A CADWELD CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND AT&T . CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 19601 s T MOBILITY72ND AVE.,CORPOSRP.200 - iiaiooiioi GROUND BAR 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 GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT --, • Jii, FIELD VERIFY &TIE INTO FROM TOWER OR POLE USING MFR'S PRACTICES. lift' EXISTING GROUNDING SYSTEM VELOCITEL 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL ENGINEERING BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE GROUNDING AND LAKE 04004,S OR 97035 OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. 6. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. PR52 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DURHAM DOCUMENT ALL CADWELDS AND GROUND RING 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 16295 SW 85TH AVE GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. TIGARD,OR 97224 GENERAL ROD NOTES (WHERE APPLICABLE): PROJECT: 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE LTE 3C 4C THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, ISSUED FOR: UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. CONSTRUCTION THE REPORT WILL SHOW THE LOCATION OF THE TNT AND CONTAIN NO THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SUBMITTALS SHOW THE PLATEAU- REK1 DATE IDESCRIPTION BY 2. 2 POINT GROUND TEST OR 3 POINT 85 'tSIS WILL NOT BE ACCEPTED A 11/22/16 PRELIM CDS DRS AS ALTERN ATNEs TD THE QUND ED GRO ?F, 's. or,ti`l. BE , 0 3/29/17 CONSTRUCTION DRS PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM I 1 8/22/17 "":< 'ar I I GRIDS AND EXISTING COMMUNICATIONS FACIIJIY. MI--■ il El Ell 1. M El I. 111 IIII II APPROXIMATE LOCATION IIII--il . OF GROUND BAR AT FN 10094151 TOP OF TOWER %-•= in DRAWN BY: KU( A%�--� CHECKED BY: DA ap � t��/ CURRENT ISSUE DATE: 1�r telel `,trlAi i'it 0 8/22/17 " ;; srAMP! ,, !�•�c fr !% • �p PROFFGROUND SURGE � • iN F O` c�� G1NE S'/ REQUIRED, EE GPROTECTOR 2 ;. /� Q $571 PE GROUND ALL RRHs , ' "iv AS REQUIRED, SEE G-2 7 " < 'l, ,, OREGON o'er ' O s'hbe r o8$ ti -ANIS D.r'' % I [EXPIRES 12/31/2017 1 m _A,�p' SET OAF CONSTRUCTIONCRMATION DOCUMENTS IN IHIS ENIS IS 0 PROPRIETARY BY NATURE ANY USE OR .a 22"x34"SCALE:NIS DISCLTES OSURE THAN THAT WHICH 11"xtr SCALE: NTS PLATFORM PLAN 2 AT&T MOBl1IY IS STRICTLY SHEET TITLE: GROUNDING PLAN SHEET NUMBBETC REI. NOT USED 1 G-1 DOUBLE CRIMP •/� SURGE PROTECTOR CONNECTION, TM A5 4 }f�,} & OR FIBER POWER I 4"x 30"x 14"THICK �• �� - a`K` � CONNECTOR LIE UMTS/GSM COPPER GALVANIZED C ��• � �`� MOBILITY �I maw A�ddA INTERIOR /// I GROUND BAR X•x4'x1/4' GROUND KITS WITH LONG BARREL ` • '. A: GROUND RING / I ; \ THICK COPPER COMPRESSION DOUBLE LUGS AND --�- I % GALVANIZED INSPECTION WINDOW, ATTACH TO �II RRH(S), TYP TMA '1 ! " BOND RF BUS BAR GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS AT&T MOBILITY CORP. II GROUND BAR 19801 SW 72ND AVE.,STE.200 // �� TO "I" SECTION / ISOLATOR G" TUALATIN,OR 97062 4 DC/FIBER ' I „ ^� 11 %' n n (WHEN • , jE TO RRH ` y o000 000000000000 �PU�B�) y� rk UTIIJZE GROUND KITS WITH 0 0000 ®00000000000 0 •]II5�k 1: I % 11111 FO FO �Y0 r-----Cx CX 6, WALL MGUNTING_._/'''T WALL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 000 00000000000= �' FDH VELOCITEL BRACKET I ��_; #2 AWG AND 2-HOLE U t / I (2) #2 AWG GROUND I c-_,,, Iv i COMPRESSION LUGS UNIESS U WIRE TO RRH, TYP ISOLATOR, TYP � ) SPECIFIED OTHERWISE #2 SOLID BARE TYPE W TYPE VS TYPE VB TYPE PT eNc ince in3 iNNavATQ L., ___ �/ f TINNED COPPER 11. N.\/� C BOND DC BUS BAR & = WIRE CADWELD o "A" SECTION BONDED TO TYPE-GL 4004 KRUSE WAY PLACE DC AND FIBER TOly I. COAX RUN_,,,,,1 POTENTIAL SURGE PRODUCING (TYPE-GL) BLDG.4004,SUITE#220 SURGE PROTECTOR(S) EQUIPMENT TO "P" SECTION • INTERIOR GROUND RING �� M� o LAKE OSWEGO,OR 97035 • EXTERNAL EARTH GROUND "X" - VARIES _ T, , ;: \�(( 11 EXOTHERMICALLY WELD #2 AWG • • BARE TINNED SOLID COPPER WIRE (BURIED GROUND RING) L.-1 MOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE CONDUCTOR TO GROUND BAR. • METALLIC COLD WATER PIPE PR52 o ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY TYPE GR TYPE GI. w MOUNT GROUNDING BUS BAR -o GROUND RING AND PROVIDE • BUILDING STEEL TO TOWER AT GROUND LEVEL PARALLEL EXOTHERMIC WELD (IF AVAILABLE) o WITH ISOLATIONNOTE: CADWELD TYPES" SHOWN ABOVE ARE EXAMPLES CONSULT WITH DURHAM 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. 16295 2 SCALE:NTS GROUNDING SCHEMATIC DIAGRAM 5 sem:NTS CELL REF GROUND BAR(CRGB) 4 sca.E:ifs GROUND BAR 3 SCALE:Nrs CAD WELD EXAMPLES TIGARD,OR 97224 PROJECT: LTE 3C 4C ISSUED FOIL CONSTRUCTION SUBMITTALS REV. DATE DESCRIPTION BY A 11/22/16 PRELIM CDS DRS 0 3/29/17 CONSTRUCTION DRS 1 8/22/17 FINAL CD BT F* 10094151 DRAWN BY: KUK CHECKED BY: DA CURRENT ISSUE DATE: — 8/22/17 I SrALIr: -,i �,o1 PROFESS 4, t..- �F9 /Oy9 85711PE , r ,1io O'EGON s Oy@mber0��o� �� 40,4 N/S D.P'. (EXPIRES 12/31/2017 F, ir THE INFORMATION N THI N CONTAINED S SET OF CONSTRUCTION DOCUMENTS IS .. �i PROPRIETMIY BY NATURE ANY USE OR 1DISCLOSURE OTHER TAN TEAT WHICH MATES TO AT&T MOBIUTY IS STRICTLY PROHIBITED. SHEET TITLE GROUNDING DETAILS SHEET NUMBER REV. S NOT USED 1 G-2 1 PREPARED FOR PREPARED BY �it:t:71,;:ci,�� FOUNDATION ,. .,..,,,041''' TM (2ISEMAAN MODIFICATION PACKAGE FORA 110 SEMAAN il ENGINEERING SOLUTIONS 100 FT WTC SELF SUPPORT TOWER SEMAAN ENGINEERING SOLUTIONS HOLDINGS, LLC CLIENT SITE NAME/NUMBER P003XC041 PROPOSED CARRIER/ SITE NAME AT&T / TIGARD SITE ADDRESS 16295 SW 85TH AVE CONTACT INFORMATION TIGARD , OR 97224 ENGINEER OF RECORD WASHINGTON COUNTY NAME: SEMAAN ENGINEERING SOLUTIONS HOLDINGS,LLC ADDRESS: 1079 N 205TH STREET ELKHORN,HOMASTAYLE OR N45°24'9 N45°24'9.64", W122°45'55 . 08" CONTACT: THOMAS TAYLOR (402)289-1888 x2416 EMAIL: TOMT@SEMAANENG.COM DATE: 08/I 7/2 017 SHEET INDEX STAMP VICINITY MAP MODIFICATION OUTLINE SHEET# SHEET TITLE REV# '' � T-1 TITLE SHEET 0 wa P THE MODIFICATIONS PROVIDED IN THESE DRAWINGS ARE BASED ON THE N-1 GENERAL NOTES o Y RECOMMENDATIONS OUTLINED IN THE N-2 SITE SPECIFIC NOTES 0 PR < .tom• STRUCTURAL MODIFICATIONS ANALYSIS REPOR ��ED O�cFS `— . g. g COMPLETED BY SEMAAN ENGINEERING S-1 SELF SUPPORT ELEVATION VIEW 0 6S NGINE , , .. ,,,,,,„ed :,,4, ,, S-2 FOUNDATION REINFORCEMENT DRAWING 0 t s SOLUTIONS HOLDINGS, LLC(SES)DATED S-3 BORING LOGS (FOR REFERENCE ONLY) 0 • 87928PE ' ".",& ®°""""°"`" 08/17/2017. THIS REPORT IS BASED ON A 1 it....� SPECIFIC ANTENNA LOADING AND COAX 1 CONFIGURATION AS DEFINED IN THE REPORT. 3 ` °"'"`"° ANY OTHER ANTENNA OR COAX CONFIGURATION iOREGON y,,,,* 1 REQUIRES REVIEW BY SES OingS L �P�v UJ'40#1 a CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, QUANTITIES, PART NUMBERS AND n— EXPIRES: 6/30/2018 " COAX/ANTENNA PLACEMENTS PRIOR TO BIDDING, i ORDERING MATERIALS,AND CONSTRUCTION. 2.7 ' f 5 I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR [,. /� a 04 UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED `" 3J 'W" '*+4 d' PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF OREGON 'L' ' CLIENT GENERAL NOTES: STEEL CONSTRUCTION (CONT.): BOLTING NOTES (CONT.): 1. REFERENCE THE SEMAAN ENGINEERING SOLUTIONS ANALYSIS DATED 08/17/2017 FOR THEI PROPOSED AND EXISTING LOADS CONSIDERED. THIS DRAWING IS NOT VALID IF LOADS OTHER 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 FOR 4. ALL OTHER BOLTED CONNECTIONS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION AS DEFINED COMPONENTS AND ASTM A153 FOR HARDWARE,AND AS FOLLOWS,UNLESS OTHERWISE NOTED. IN SECTION 8.1 OF THE SPECIFICATION. 1 THANLTHOSE CONSIDERED IN WRITING IN THE ANALYSIS ARE ADDED TO OR TIONS HOLDINGS,FROM THE STRUCTURE - UNLESS APPROVED IN WRITING BY SEMAAN ENGINEERING SOLUTIONS LLC. ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE >� ,�,.�,.� A.GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION AND WELDING TO THE DAMAGE TO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH WASHERS POSITIONED Sprint0 t� _ 2. THE PROPOSED LOADS SHALL NOT BE ADDED TO THE STRUCTURE UNTIL ALL MODIFICATIONS HAVE GREATEST EXTENT POSSIBLE AS REQUIRED AND NUTS THREADED TO COMPLETE THE ASSEMBLY. COMPACTING THE JOINT TO ...€ '" BEEN COMPLETED,INSPECTED BY A 3RD PARTY,AND APPROVED BY THE ENGINEER OF RECORD. THE SNUG-TIGHT CONDITION SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF _ B. ALL DINGS,SCRAPES,MARS AND WELDS IN THE GALVANIZED AREA SHALL BE COATED WITH(3) THE JOINT. THE SNUG-TIGHTENED CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW 3. ALL METHODS,MATERIALS AND WORKMANSHIP SHALL FOLLOW THE DICTATES OF GOOD BRUSH COATS OF ZRC COLD GALVANIZING COMPOUND OR APPROVED EQUAL. THE COATING IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY CONSTRUCTION PRACTICE. SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. 4. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS C.IF THE STRUCTURE WAS ORIGINALLY PAINTED,AFTER ZINC-RICH COATING IS DRY,OVERCOAT 5. A NUT LOCKING DEVICE SHALL BE INSTALLED ON ALL PROPOSED AND/OR REPLACED BOLTS. EXPERIENCED IN TOWER AND FOUNDATION CONSTRUCTION. WITH AN APPROPRIATE PAINT WITH THE SAME COLOR AS THE EXISTING. SITE NAME/NUMBER 6. ALL NEW BOLTS SHALL BE LONG ENOUGH TO FULLY ENGAGE THE FULL DEPTH OF THE NUT AND 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS,ELEVATIONS AND CONDITIONS 5. NO TORCH CUTTING SHALL BE PERMITTED UNLESS APPROVED BY THE ENGINEER. LOCKING DEVICE. PRIOR TO FABRICATION. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE PROPER FIT 003XC041 AND CLEARANCE IN THE FIELD. CONTACT SEMAAN ENGINEERING IF ANY DISCREPANCIES EXIST. 6. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED 7. GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED. ON DRAWINGS. 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY INSTALLATION CONCRETE CONSTRUCTION: SITE ADDRESS INTERFERENCES. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. DETAILS NOT WELDING NOTES: 1. ALL CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 16295 SW 85TH AVE SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOW SIMILAR DETAILS FOR THIS JOB. 1. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE BUILDINGS,ACI 301 TIGARD,OR 97224 WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1. 7. THIS DRAWING DOES NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL 2. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE&SHALL DEVELOP 4000 PSI MIN. N45°24'9.64",W122°45'55.08" SUPERVISE AND INSPECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL THE 2. CONTRACTOR SHALL RETAIN AN AWS CERTIFIED WELD INSPECTOR TO PERFORM VISUAL COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE MIX DESIGN: 6 1/2 SACKS OF CEMENT MINIMUM CONSTRUCTION MEANS,TECHNIQUES,SEQUENCES AND PROCEDURES. INSPECTIONS ON ALL FIELD WELDS.A REPORT SHALL BE SUBMITTED TO SEMAAN ENGINEERING FOR PER CUBIC YARD,3/4"MAXIMUM AGGREGATE. AIR ENTRAINMENT =6%±1%AND SLUMP=4"±1" DRAWINGS PREPARED BY:FINAL APPROVAL. (WITHOUT PLASTICIZER) egi8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND OSHA SAFETY REGULATIONS. motug THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ON-SITE SAFETY ASSOCIATED WITH3. ALL ELECTRODES SHALL BE LOW HYDROGEN E70XX ELECTRODES,PER AWS D1.1,UNLESS NOTED 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,GRADE 60,ASTM A615,WITH 60,000 soTHE WORK TO BE PERFORMED AS WELL AS THE PUBLIC AFFECTED BY THE WORK IN THE VICINITY OTHERWISE. PSI MINIMUM YIELD POINT. ', ENGINEERING SOLU11ONS OF THE JOB SITE. SEMAAN ENGINEERING SOLUTIONS HOLDINGS,LLC 9. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS 4. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS,UNLESS NOTED OTHERWISE. 4. REINFORCING PROTECTION: CONCRETE POURED AGAINST EARTH 3" SHORING,BRACING,TEMPORARY SUPPORTS,ETC. NECESSARY,PER TIA-1019-A-2001,TO PROVIDE 5. PRIOR TO FIELD WELDING GALVANIZED MATERIAL,CONTRACTOR SHALL GRIND OFF GALVANIZING 5. ALL BAR LENGTHS ARE NOT DRAWN TO SCALE. NO SPLICES OF REINFORCEMENT SHALL BE MADE 1079 NORTH 205TH STREET A COMPLETE AND STABLE STRUCTURE AS SHOWN ON THESE DRAWINGS. AND ANY OTHER CONTAMINANTS 2"BEYOND ALL FIELD WELD SURFACES. AFTER WELDING,REPAIR EXCEPT AS DETAILED OR AS AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES,WHERE 10.THE CONTRACTOR'S PROPOSED INSTALLATION SHALL NOT INTERFERE,NOR DENY ACCESS TO,ANY ALL GROUND AND WELDED SURFACES WITH(3)BRUSH COATS OF ZRC COLD GALVANIZING PERMITTED,SHALL BE A MINIMUM OF 40 BAR DIAMETERS UNLESS NOTED. OMAHA, NEBRASKA 68022 EXISTING OPERATIONAL AND SAFETY EQUIPMENT. COMPOUND PER ASTM A780 AND MANUFACTURERS REQUIREMENTS. PHONE: (402)289-1888 6. DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL&ACI BUILDING CODE REQUIREMENTS FAX: (402)289 1861 11.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION OF THE PROPERTY IN THE 6. ALL FULL PENETRATION WELDS ARE REQUIRED TO BE 100%NDE INSPECTED BY ULTRASONIC FOR REINFORCED CONCRETE. VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL USE THE PRECAUTIONARY MEANS TESTING(UT)IN ACCORDANCE WITH AWS D1.1. 7. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT THE POSITIONS SHOWN ON STAMP NECESSARY FOR ADEQUATE PROTECTION. 7. ALL PARTIAL PENETRATION AND FILLET WELDS ARE REQUIRED TO BE 50%NDE INSPECTED BY THE PLANS. MAGNETIC PARTICLE(MT)IN ACCORDANCE WITH AWS D1.1. ��0 PRO 12.ALL WORK SHALL BE PERFORMED IN CALM WIND CONDITIONS,WHERE SPEED DOES NOT EXCEED 10 Xk 8. BACKFILL AND COMPACT SOIL TO A MINIMUM 95%OF STANDARD PROCTOR DENSITY PER ASTM D G NE S�, MPH. BOLTING NOTES: 698.THE COMPACTED SOIL SHALL PROVIDE A MINIMUM UNIT WEIGHT OF 120 POUNDS PER CUBIC �L �N F� /O 13.ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE YEAR FROM ACCEPTANCE FOOT FOR THE FILL MATERIAL. 1. STRUCTURAL CONNECTIONS TO BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC-2009 DATE. (SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS.) 9. AS APPLICABLE ORIF( NEW ANrH' S ( 87928P -. IN LINE WITH EXISTING ANCHORS. t' 14.ALL TOWER MODIFICATION WORK SHALL BE IN ACCORDANCE WITH TIA-1019-A STANDARDS FOR 2. ALL CONNECTION BOLTS SHALL BE ASTM A325N(GALVANIZED).UNLESS NOTED OTHERWISE. 10.AS APPLICABLE,ANCHOR RODS TO PASS THROUGH CENTROID OF BLOCK. 1,04410k•s PANTEINSTALLATION,ALTERATION,AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES ANDSPLICE/FLANESUBECTDIRECT BEAND TIGHTENED AS PER NNAS. 3. SECTION 8.2.1OFTTHEASC"SPECIFFIICATIONFORSTTRUCTULRALJOINTSLUSNGA325ORA49 BOLTS". EPDXY-GROUTED FASTENER INSTALLATION: OREGON APPLICABLE CODES AND STANDARDS: LOCATED IN THE PARAPHRASED MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION PROCEDURE IS 1. CONTACTORY THE SHALL VERIFYVF T CLEARANCE DRILLINGL CL PROBLEM CLEARANCE IS ADEQUATE PRIOR TO CONSTRUCTION. �L, ,/�<y 9 2.0\'b O� `� 1. ANSI/STRUCTUREA-222S, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES AND TIGHTENED BY ONE OF 2. ALL HOLES SHALL BE WIRE-BRUSHED TO PROFILE THE CONCRETE SURFACE, ALL CORED HOLES YO.v49 S L P,tV A,I STRUCTURES,REV G. THE METHODS DESCRIBED IN SUBSECTION 8.2.1 THROUGH 8.2.4. WITH SMOOTH WALLS SHALL BE ROUGHENED. 2. 2012 INTERNATIONAL BUILDING CODE.WITH OREGON STATE AMENDMENTS. EXPIRES: 6/30/2018 8.2.1 TURN-OF-NUT PRETENSIONING 3. USE COMPRESSED AIR TO BLOW ANY REMAINING DEBRIS OUT OF THE NEWLY DRILLED HOLES. 3. ACI 318:AMERICAN CONCRETE INSTITUTE,BUILDING CODE REQUIREMENTS FOR STRUCTURAL BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG \ CONCRETE,318-11(LATEST EDITION). TIGHT CONDITION AS DEFINED IN SECTION 8.1,UNTIL ALL THE BOLTS ARE SIMULTANEOUSLY 4. EPDXY GROUT THE NEW ANCHOR BOLTS OR REBAR IN PLACE PER THE MANUFACTURER'S DRAWN BY: KRC SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL INSTRUCTIONS. ,APPROVED BY: TLT 4. CRSI:CONCRETE REINFORCEMENT STEEL INSTITUTE,MANUAL OF STANDARD PRACTICE,(LATEST OPERATION ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE ` .i EDITION). APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE PROVIDED. DURING THE CONTINUOUS INSPECTION AND MAINTENANCE: MOMINNEMME TIGHTENING OPERATION THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE 5. AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION,MANUAL OF STEEL CONSTRUCTION,14THWRENCH. TIGHTENING SHALL PROGRESS SYSTEMATICALLY. CONTINUOUS INSPECTION OF THE STRUCTURE AND THE ADDED REINFORCING CONSISTENT WITH IIII EDITION-2011(LATEST EDITION). THE CURRENT REQUIREMENTS OF THE LATEST TIA 222 STANDARD SHALL BE IMPLEMENTED BY THE i OWNER. ANY FUTURE CORROSION OR OTHER DETERIORATION OF THE STRUCTURE OR ITS Ell IIIIIIIII 6. AWS:AMERICAN WELDING SOCIETY D1.1,STRUCTURAL WELDING CODE-2011,(LATEST EDITION). TURN-OF-NUT ROTATION FROM SNUG TIGHT CONDITION REINFORCING WILL REDUCE ITS CAPACITY TO WITHSTAND THE REQUIRED LOADS. ANY DEFECTS STEEL CONSTRUCTION: BOTH FACES NORMAL TO BOLT AXIS SHALL BE REPAIRED TO ENSURE THE STRUCTURAL INTEGRITY FOR THE LIFE OF THE STRUCTURE. all I all 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION,14TH BOLT LENGTH INITIAL FINAL EDITION,FOR THE DESIGN,FABRICATION,AND ERECTION OF STEEL COMPONENTS. (UNDER SIDE NUT MARKING MARKING 1111111111111111.1111111111111111111111 OF HEAD TO ROTATION 2. UNLESS NOTED OTHERWISE,ALL STRUCTURAL ELEMENTS SHALL CONFORM TO THE FOLLOWING END OF BOLT) POSITION POSITION 0 FIRST ISSUE '8/17/2017 REQUIREMENTS. -ANGLE: ASTM A36 UP TO AND DESCRIPTION DATE -PIPE/TUBE: ASTM A500(46 ksi YIELD) INCLUDING 1/3 TURNj TEO DRAWING DESCRIPTION -PLATE: ASTM A36 4 DIAMETERS A.ALL BOLTS, ASTMA325 GALVANIZED HIGH STRENGTH BOLTS. B.ALL U-BOLTS, ASTM A36 C.ALL NUTS, A563 CARBON AND STEEL ALLOY NUTS. OVER 4 DIAMETERSBUT NOT EXCEEDING 1/2 TURN v Alktk w GENERAL NOTES D.ALL WASHERS,ASTM F436 HARDENED STEEL WASHERS 8 DIA. 3. SHOP DRAWINGS SHALL BE SUBMITTED TO SES FOR APPROVAL PRIOR TO FABRICATION. SHOP I i - DRAWINGS SHALL INCLUDE ALL FABRICATED STEEL ASSEMBLIES INCLUDING MONOPOLE/TOWER I OVER 8 DIAMETERS EXTENSIONS 1 BUT NOT D EXCEEDING 2/3 TURN (X) SHEET NUMBER REVISION USE A WATERPROOF BLACK MARKER TO MARK THE BOLT AND NUT AS SHOWN ON THE TABLE. N....1 0 CLIENT HELICAL ANCHORS: B.IF THE THE ABOVE CRITERIA IS EXCEEDED,THEN THE TEST SPECIAL INSPECTION: SHALL BE CONTINUED FOR AN EXTENDED PERIOD OF TIME AS p�� + DEFINED SECTION I E FOR THE PROOF IF THE FINAL LOG 1.A QUALIFIED INDEPENDENT INSPECTION FIRM, EMPLOYED BY THE A.PROOF TEST LOADS DEFIED IN TIME MOVEMENT AT THEP END TEST.THEEXTENDED print OWNER, IBC ORM INSPECTION 1704 ISN EQD TESTING INR ACCORDANCE A.ALL HELICAL ANCHORS SHALL BE PROOF TESTED. OBSERVATION PERIOD EXCEEDS 0.10 THEN THE CONTRACTOR " '"' WITH THE IBC 2012,SECTION 1704 AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION WORK TO BE B.ANCHORS WHICH ARE PROOF TESTED MAY BE COMPLETELY SHALL HAVE THE FOLLOWING OPTIONS: INCLUDED IN THE POST MODIFICATION INSPECTION (PMI)REPORT. UNLOADED PRIOR TO ADJUSTING TO THE LOCK-OFF LOAD, IF SO C.EXTENDTHE MINUTES IF THE PROOF OBSERVATION S PERIODINVOLVEDFOR AN WITH DITIONAL 30 SPECIAL INSPECTION REQUIREMENTSMOVEMENT WARRANTED BY THE CONSTRUCTION SEQUENCE. FINALVEMENT L LOADING TO LOCK OFF LOAD DOES NOT NOT REQUIRE FURTHER READI NOT EXCEED 05 OND 60 MINUTES. DURING THE FINAL THE NET CYCLE SITE NAME/NUMBER (TO BE INCLUDED IN PMI REPORT) MOVEMENT READINGS. OF TIME. P003XCO41 D.INSTALL THE HELICAL AN ITEM C.THE PROOF TEST SHALL BE PERFORMED BY INCREMENTALLY CHOR DEEPER SO AS TO INCREASE ITS REQUIRED LOADING THE HELICAL ANCHOR IN ACCORDANCE WITH THE (Y,N,NA) AVERAGE INSTALLATION ORQUE, PROVIDED THAT THE MAXIMUM SITE ADDRESS REPORT FOLLOWING SCHEDULE. THE LOADING SHALL BE RAISED FROM TORQUE CAPACITY OF THE ANCHOR AND THE MAXIMUM LENGTH 16295 SW 85TH AVE ONE INCREMENT TO ANOTHER AFTER AN OBSERVED PERIOD. THE ANCHOR MOVEMENT SHALL BE MEASURED AND RECORDED CONSTRAINT, IS NOT EXCEEDED. THE ANCHOR SHALL BE PROOF TIGARD,OR 97224 PRE-CONSTRUCTION TESTED. N45°24'9.64",W122°45'55.08" TO THE NEAREST 0.001 INCHES WITH RESPECT TO AN INDEPENDENT FIXED REFERENCE POINT AT THE ALIGNMENT DRAWINGS PREPARED.6 Br PRE APPROVED INSPECTION AGENCY APPROVED BY LOAD AND AT EACH INCREMENT LOAD. THE LOAD SHALL BE E.REMOVE THE HELICAL AND REINSTALL AN ANCHOR WITH LARGER CI ,YLOCAL JURISDICTION MONITORED WITH A PRESSURE GAUGE. AT LOAD INCREMENTS DIAMETER AND/OR ADDITIONAL HELICES. IF THIS ANCHOR ISTHE LOAD SHALL BE REINSTALLED AT THE SAME LOCATION,THEN THE LAST HELIX OF 'v'ENGINEERING SOLUTIONS PRE-APPROVED FABRICATOR APPROVED BY LOCAL OTHER THAN THE MAXIMUM TEST LOAD, THIS REINSTALLED ANCHOR SHALL PENETRATE AT LEAST FIVE SEMAAN ENGINEERING SOLUTIONS HOLDINGS, LLC Y JURISDICTION MINUTEELD FOR A PERIODTI NOT PERIODTO EXCEED TWO (2)MINUTES. THETWO 5 0' FEET BEYOND THE LENGTH OF THE ORIGINAL ANCHOR, OBSERVATION SHALL BEGIN WHEN THE PUMP PROVIDED THE MAXIMUM LENGTH CONSTRAINT IS NOT 1079 NORTH 205TH STREET GC SITE VISIT TO FIELD VERIFY MODIFICATION BEGINS TO LOAD THE ANCHOR TO THE NEXT LOAD INCREMENT. EXCEEDED, THIS ANCHOR SHALL BE PROOF TESTED. OMAHA, NEBRASKA 68022 Y INSTALLATION(S) MOVEMENT READINGS SHALL BE TAKEN AT THE END OF THE TWO MINUTE OBSERVATION. PHONE:(402)289-1888 Y EOR APPROVED SHOP DRAWINGS F.REDUCE THE DESIGN LOAD OF THE HELICAL ANCHOR. THIS FAX: (402)289-1861 ANCHOR SHALL BE PERFORMANCE TESTED AT THE REDUCED FABRICATOR CERTIFIED WELD INSPECTION/QA PROOF TEST SCHEDULE DESIGN LOAD. THIS OPTION WILL REQUIRE ONE OR TWO STAMP Y PROGRAM LOAD TEST SCHEDULE(%01/100) OBSERVATION PERIOD)MIN.) ADDITIONAL ANCHORS BE INSTALLED ADJACENT TO THIS AL 000 REDUCED DESIGN LOAD ANCHOR. THE NUMBER OF ADDITIONAL ,�EO PROFFS Y MATERIAL CERTIFICATIONS 0.50DL 2.00 0.50 DL 2 0 ANCHORS TO BE INSTALLED AT LEAST THREE DIAMETERS, �g �GNGI NEER Sip 0.75 DL 2.00 BASED ON THE LARGEST HELIX,AWAY FROM THE REDUCED Z CONSTRUCTION 00 5.00 DESIGN LOA. ANGHOR. DESIGN LOADS ON ADJACENT 8792817 yr 5.00 ^^nRDINGLY BASED ON THE A 1.z5DL * ANCHOR(S)SHALL BE ADJUSTED ALL.A.•R ,A J- Y CONSTRUCTION INSPECTIONS * -XEPTAS OTE REVISED HORIZONTAL SPACING. �I{C O"?� #-EXCEPT AS NOTED IN SECTION I E V,-i I AL=ALLIGNMENT LOAD(10%-15%DL) _ OREGON NA CONTINUOUS FOUNDATION INSPECTIONS DL=DESIGN(WORKING)LOAD CONCRETE COMPRESSIVE STRENGTH,AIR,AND D.THE 1.25 DL TEST LOAD SHALL BE MAINTAINED FOR FIVE(5) �yoOR 9,2° �O� NA SLUMP TESTS(SEE CONCRETE NOTES FOR TESTS) MINUTES. THIS FIVE MINUTE OBSERVATION PERIOD SHALL MqS L �Py .� CONTINUOUS VISUAL WELD INSPECTION (FOR FIELD COMMENCE AS SOON AS THE 1.25 DL IS APPLIED TO THE EXPIRES: 6/30/2018 NA WELDS) ANCHOR. MOVEMENT READINGS SHALL BE RECORDED AT 0.5, 1, L 1 2, 3,4 AND 5 MINUTES. IF THE MOVEMENT BETWEEN THE 0.5 AND DRAWN BY: KRC Y HIGH STRENGTH BOLT INSPECTION 5 MINUTE READING EXCEED 0.05 INCHES,THEN THE 1.25 DL TEST APPROVED BY: TLT (VERIFY TURN-OF-NUT INSTALLATION) LOAD SHALL BE MAINTAINED FOR AN ADDITIONAL FIVE (5) 1 MINUTES. MOVEMENT READINGS SHALL BE RECORDED AT 6 AND NA EARTHWORK, LIFT,AND DENSITY 10 MINUTES. IF THE ACCEPTANCE CRITERIA GIVEN IN SECTION II Y ON-SITE COLD GALVANIZING VERIFICATIONS A IS NOT SATISFIED,THEN THE ANCHOR TEST SHALL BE ilii MN RECORDED AT 15,20,25,AND 30 MINUTES. IF THE ACCEPTANCE ON MIN NA GUY CABLE TENSION VERIFICATIONS CRITERIA IS NOT SATISFIED AFTER THIS EXTENDED III NM OBSERVATION PERIOD,THEN THE CONTRACTOR SHALL IIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIII Y GC AS-BUILTN RECORDEDNB MN ONE OF THE OPTIONS AS REFERENCED IN SECTION II MNB. POST-CONSTRUCTION .an7/2017 ��1111111111 1111111111 11111 11 E.THE CONTRACTOR SHALL PLOT THE HELICAL ANCHOR 111111111111111111111111111111111 raj DESCRIPTION DATE Y SPECIAL INSPECTION NOTED DEVIATIONS MOVEMENT VS. LOAD FOR EACH LOAD INCREMENT IN THE PROOF DRAWING DESCRIPTION 7` Y POST-INSTALLED HELICAL ANCHORS PULL-OUT TESTS TEST. - Y PHOTOGRAPHS(CLOSE-UP ON STRUCTURES) F.THROUGHOUT THE 1.25 DL OBSERVATION PERIOD,THE LOAD SITE SPECIFIC SHALL BE HELD CONSTANT BY ADJUSTING THE HYDRAULIC NOTES PRESSURE. CARE MUST BE TAKEN SO AS NOT TO EXCEED THE - 2.THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST 1.25 DL TEST LOAD. REPORTS TO THE BUILDING DEPARTMENT,THE ENGINEER OF SHEET NUMBER 1 REVISION A.THE NETMOVEMENT RECORD,AND THE OWNER IN ACCORDANCE WITH IBC 2012, 1704. THE II. ACCEPTANCE RFOREHE PERFORMANCE AND PROOF TESTS INSPECTION FIRM SHALL ALSO PROVIDE A REDLINE SET OF THE SHALL NOT EXCEED 0.10 INCHES DURING THE FINAL LOG CYCLE N_Z 0 AS-BUILTDRAWINGSANDCOMPLETE PHOTO DOCUMENTATION OF OF TIME(1-MIN.TO 10-MIN. FOR PROOF TESTS). THEMODIFICATIONS ODIFICATIONNS COMPLETED AT THE SITE. 2'-4 3/4"A 100'-0" )1 (REF.) SECTION PROPERTIES • SECTION LEG MEMBERS DIAGONAL MEMBERS HORIZONTAL MEMBERS cn 1 PX 35 ksi 4" DIA PIPE PST 35 ksi 2" DIA PIPE SAE 36 ksi 3.5x3.5x0.25 m 2 PX 35 ksi 3 1/2"DIA PIPE PST 35 ksi 2" DIA PIPE SAE 36 ksi 2.5x2.5x0.1875 0 3 PX 35 ksi 3"DIA PIPE PST 35 ksi 1-1/2" DIA PIPE SAE 36 ksi 2x2x0.125 cn 4 PST 35 ksi 2-1/2"DIA PIPE PST 35 ksi 1-1/2" DIA PIPE SAE 36 ksi 1.5x1.5x0.125 85'-0" \ MODIFICATION SCHEDULE ELEVATIONS m NO. MODIFICATION DESCRIPTION (FTS SHEETS 0 H ADD (3)NEW HELICAL ANCHORS TO THE EXISTING 1 TRIANGULAR FOUNDATION 0 S-2 75'-0" 0 CD m 0 H w 50'-0" EXISTING 100 FT SELF SUPPORT TOWER. REFERENCE WESTOWER COMMUNICATIONS DRAWING#96OR668 DATED AUGUST 15, 1996 FOR ADDITIONAL INFORMATION. CD m n N 25'-0" rnm 0'-0" 111 . . . .r / 12'-9 3/4"D j, i -; 1 J1VFRIFY) 0 Uplift 88.88 k Moment 1,055.67 F T-k Vert 101.94 k Total Down 20.40 k Horiz 9.58 k Total Shear 15.35 k TOWER ELEVATION NOT TO SCALE 0 r R � � O m `` (�J7 I]" -0 1.0 _ 1 � C X y — • F(j,s� ,ylO = z rn Otv WN V m tCI) m <Z O'rm �z� �' `° Dcoilymcm > -n Z o03 m _mac O om " mz ?El� RIf cm W -1 CfJ 0 m .mss m c <- wQ C o -< r rD ` Z o N v �] O z m Ooo z z Z .� 'N 0 ' mcN � -g C) > -iC)' W O m /iO Cn o ` JN 7� ,[��v� Z '� O omm 2 - r �1 O' �'�`O'1- \co a) O Q o n c° ��O om so CP N _{ n V / ' EXISTING TRIANGULAR MAT ON CLIENT DRILLED SHAFTS .' �, C ANCHOR _/3'-10 3/16' ' (5)#6 D CLOSED TIES 7 2'-0" / 2'-0" 7 w NEW GALVANIZED A.B. CHANCE (REF) - (TYP.) o HELICAL ANCHOR(BY print c, w w CONTRACTOR-TO BE APPROVED r U U BY ENGINEER)(TYP.3 PLCS.) yam" o, 3/4"CHAMFER SLOPE N ® ¢ O I _1/4"/FT 0 / ( � a0 T ) \ \ , -04 �( �� ? SITE NAME/NUMBER �. ♦ , Typ / \ c ifl -' )Lal NEW CONCRETE CAP �'►`� O // \\ G, PO03XC041 i~, _ w 2"CLR. 1' 3' / \ �'L,-�' SITE ADDRESS _SLOPE GRADE TYP. / \ SW 85TH AVE "'� _ M �" DRILL AND EPDXY GROUT(8) / \ 6 16295 S 85 HAV r +I #8 x 5'-0"BARS W/STD 90° • BEARING PLATE PER li / \ pG N45°24'9.64",W122°45'55.08" MANUFACTURER w HOOKS (1/2 T&B). USE HILT! RE / \ 17 500 EPDXY OR APPROVED • ( DRAWINGS PREPARED BY: (5)#6 CLOSED TIES ,t EQUAL. USE A DRILL STOP // \\ fils,g '��o, `" DEVICE TO PREVENT DAMAGE // TO THE EXISTING REBAR CAGE. ENGINEERING SOLUTIONS (3) [ #6 (TYP.) z• (TYP 3 PLCS) `. SEMMNENGINEERING SOLUTIONS HOLDINGS,LLC rY O 6"(TYP.) /y y 3SP @ 1079 NORTH 205TH STREET U Q 'I 'I 1'-0" (TYP) OMAHA, NEBRASKA 68022 z _ I PHONE: (402)289-1888 (4)#8 DOWEL BAR(TYP.) o FAX: (402)289 1861 W/90° HOOK. (T&B) (5 ❑ f STAMP C5 E QEo PROFS CLEAN AND ROUGHEN O g� �GNGINEFR �'/ THE EXISTING SURFACE O� TO 1/4"AMPLITUDE. ` 87928? r 7/ 12'-9 3/4"(REF) / l ` ' (f , I / 16'-7 15/16" (REF) / OREGON `114 V 9 2p13 Ot, �1\DETAIL - ADDED HELICAL ANCHORS EXPIRES: 6/30/2018 1 ?/NOT TO SCALE v WATER TABLE @-8'-0" (DRAWN BY: Kt-- SEE EXISTING BORING LOG(SHEET NEW EXISTING -• S-3)FOR SOIL DESCRIPTION 3/8 x 3/4" DEEP REVEAL. CAULKAPPROVED BY: TLT ` ... .` I WATER TIGHT WITH VULKEM 116 OR ammiPROOF LOAD EACH ANCHOR TO APPROVED EQUAL. =MMENEMNIMEMI 1.25 x DESIGN LOADIIIIIIIIMMONOMMINI (30 kips=37.5 kips) IN TENSION. 1111 SEE THE PROOF LOAD TESTING iliaNIMMONIMENN PROCEDURE IN SHEET N-2 FOR = IN MillM ADDITIONAL INFORMATION. i 1111111111111111111111111111111111111111111111 D FIRST ISSUE 08/17/2017 IIIII NEW GALVANIZED A.B. CHANCE *�'1 DESCRIPTION DATE HELICAL ANCHOR(BY CONTRACTOR-TO BE APPROVED DRAWING DESCRIPTION BY THE ENGINEER).THE HELICAL FOUNDATION ULTIMATE DESIGN LOAD IS 30 kips REINFORCEMENT _ OF TENSION EACH. HELICAL - ANCHOR PILES TO BE INSTALLED DRAINING ATA 10°ANGLE BATTER OFF OF CONSTRUCTION SHEET NUMBER REVISION VERTICAL AND EXTENDING JOINT RADIALLY OUTWARD. 41) SECTION 7-2- CONSTRUCTION JOINT DETAIL S-2 I 0 NOT TO SCALE \S-2/NOT TO SCALE 1 CLIENT A q Sprint .,,,,,., DRILLING COMPANY : CRISMAN DRILLING RIG : CME 55 DATE :6-14-96 DRILLING COMPANY : CRISMAN DRILLING RIG : CME 55 DATE :6-14-96 BORING DIAMETER :8 in. DRIVE WEIGHT :140 lbs. DROP : 30 in. ELEVATION : BORING DIAMETER :8 in. DRIVE WEIGHT : 140 lbs. DROP : 30 in. ELEVATION : f SITE NAME/NUMBER '1 z itoz y cc ki ZZ_ Ey SOIL DESCRIPTION a WQo - J z°_ y SOIL DESCRIPTION PO03XC041 EC, 22 `a`�0 W^ 'Z ON c)c4 ,1W a V38 1. D� 6 cru BORING N0. aW "'a 2:U ov -iW 2ya ig BORING N0. W,., �a 2t 0S. �_ii ma- tea! p� ��p OZ 22v Ov 0`-' Ov Oz O= Z= a.0.• SITE ADDRESS a w8 �� y I3—� a Wgm c �0 =0 . In B-� (CONT.) - 16295 SW 85TH AVE _D _ - SMRaiLBBY L�YM .ISTE. ORLY COMPACTED. SLIGHTLY - �� - 0 '26 80.7 41.8 2760 CH GREY-BROWN, SATURATED. VERY STIFF. SILTY CLAY - TIGARD,OR 97224 N45°24'9.64",W122°45'55.08' - ML NATIVE BROWN, MOIST, STIFF. SANDY SILT - - 0 i 16 100.3 22.9 = = . DRAWINGS PREPARED REPARED BY: = . OSE g 35-- - ENGINEERING SOLUTIONS - 011 17 - - 0 T 17 - SEMMN ENGINEERING SOLUTIONS HOLDINGS,LLC - '1 � - 1079 NORTH 205TH STREET - - _ - - - OMAHA, NEBRASKA 68022 CH GREY. SATURATED. HARD. SILTY CLAY PHONE: (402)289-1888 10-- 1 • - 40 FAX: (402)289-1861 = 0 �24 96.9 27.4 6020 -I0 128 107.6 23.1 SM BROWN. SATURATED. MEDIUM DENSE. SILTY FINE SAND - - STAMP -. - r - - - • -" - --4-- CL-CH GREY. BROWN MOTTLED. SATURATED, HARD, SLIGHTLY SANDY. 15--- - 45— T SILTY CLAY - - 0119 i I - 0135 i - - - SP-SM GREY, SATURATED, MEDIUM DENSE, SLIGHTLY SILTY TO SILTY.... - - -1 FINE TO COARSE SAND 20 50— - 0 1227 - - 0 124 BECOMES VERY STIFF - TOTAL DEPTH: 51.E FEET — SM GREY, SATURATED. MEDIUM DENSE, SILTY, FINE TO MEDIUM - - GROUNDWATER ENCOUNTERED AT t8 F ITTDRAWN BY: KRC li - - SAND - - 0 AP ROVED BY: TLT II 25—� ,-- 55— I- - f . - 0121 - - - r 1 • 30 60 - . BORING LOG BORING LOG0 FIRST ISSUE 178/17/2017 '<[2EV DESCRIPTION I DATE VENTO COMMUNICATIONS. INC. IVENTO COMMUNICATIONS. INC. DRAWING DESCRIPTION PROJECT NO. 727.22.1 DURHAM SITE (CAS 041A) FIGURE NO. A-1 PROJECT NO. 727.22.1 DURHAM SITE (CAS O41A) FIGURE NO. A-2 TIGARD, OREGON _ TIGARD. OREGON BORING LOGS (REFERENCE ONLY - BORING LOG BY OTHERS) SHEET NUMBER i REVISION I BORING LOG S-3 0 NOT TO SCALE PREPARED BY: PROJECT DESCRIPTION: e FDH VELOCITEL) MODIFICATION DRAWINGS FORA 12.5' PLATFORM MOUNT ENGINaEERING.I NLOVATION ow VEL PREPARED FOR: AT &T AT&T `<<, PROp �`� E�GtNEF. /02144 � SITE NAME: rr ;57 1 P f PR52 DURHAM I r' SITE NUMBER: *. 11091-A -0` OREGON °� 0 bet OB 2 ti SITE ADDRESS: NNIS D• P8' 16295 SOUTHWEST 85TH AVENUE TIGARD, OR 97224 EXPIRES 12/31/201701/27)17 J DENNIS D.ABEL,PE OREGON LIC.NO.85711PE COORDINATES: DRAWN BY: WJD CHECKED BY: SJM LAT: 45.4024° ENG KERB: DDA LONG: -122.7654° SUBMITTALS DATE DESCRIPTION REV 01/27/17 CONSTRUCTION 0 QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM FDH VELOCITEL TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS.TO REQUEST QUALIFIED ENGINEERING SERVICES,PLEASE CONTACT FDH SHEET INDEX VELOCITEL AT RIGGING@FDHVELOCITEL.COM OR(919)755-1012 SHEET DESCRIPTION REV. THE INFORMATION CONTAINED IN THIS SET OF nn[7,"EN7., PROPRIETARY BY NATURE.REPRODUCTION T-1 TITLE SHEET 0 OR CAUSING TO ne REPRODUCED THE Vr r.RM OR ANY OF PART OF THESE DRAWINGS WITHOUT THE r=, _ PROJECT DATA N-1 MODIFICATION INSPECTION CHECKLIST 0 FDH VELOCITEL IS PROHIBITED. CODES AND STANDARDS N-2 GENERAL NOTES 0 FDH VELOCITEL PROJECT NUMBER S-1 MODIFICATION SCHEDULE&KICKER INSTALLATION DETAILS I D 17PSWQ1400 BUILDING CODE 2014 OREGON STRUCTURAL SPECIALTY CODE S-2 KICKER INSTALLATION DETAILS II 0 TIA STANDARD ANSI/TIA-222-G SITE NAME: NOMINAL WIND SPEED WITHOUT ICE(MPH) 93 —. PR52 DURHAM NOMINAL WIND SPEED WITH ICE(MPH) 30 .. MAINTENANCE WIND SPEED(MPH) 30 SITE NUMBER ICE THICKNESS(IN) 1 11091-A EXPOSURE CATEGORY C MOUNT ANALYSIS SITE ADDRESS RISK CATEGORY II 16295 SOUTHWEST STRUCTURAL ANALYSIS COMPANY FDH VELOCITEL TOPOGRAPHIC CATEGORY 185TH AVENUE PROJECT NO. 16PYMF1400 TIGARD, OR 97224 CREST HEIGHT(FT) 0 DATE JANUARY 06,2017 - SHEET TITLE Ss(G) Si(G) - THIS REPORT WAS BASED ON A SPECIFIC ANTENNA AND COAX TITLE SHEET CONFIGURATION PROVIDED BY THE TOWER OWNER. ANY CHANGE TO THIS PROJECT CONTACTS INFORMATION MUST BE REVIEWED BY FDH VELOCITEL. FDRVELOGITEL.,RO.EcT NGINEERNAME SER1701G1AGA1-1-911 SHEET NUMBER F, ,,,e Ct)GI,,., , ,JECTENGIN;,rv,, iLADDRESS SERG1f3.,, LflN FDF{S-,-, ' IYEL., ' ""tea. FDH VELc;I�ITEL PRaE T NG1NEER PHONENUMBER ' (915)7554012� ALL CONSTRUCTION SHALL COMPLY WITH THE TIA-1019-A STANDARD T-1 PREPARED BY: MODIFICATION INSPECTION NOTES: ,® FDH VELOCITEL ENGINEERING INNOVATION GENERAL: - MI CHECKLIST 1. THE POST CONSTRUCTION INSPECTION(MI)ISA 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 REPORT ITEM THE MODIFICATION DRAWINGS,AS DESIGNED BY THE ENGINEER OF RECORD(EOR). REQUIRED 2. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A AT&T PRE-CONSTRUCTION REVIEW OF THE MODIFICATION DESIGN ITSELF,NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN X EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR AT ALL TIMES. p MI CHECKLIST DRAWING �C_a Phi�r C� EOR APPROVED SHOP DRAWINGS 3. ALL MI'S SHALL BE CONDUCTED BY A MI INSPECTOR THAT IS APPROVED TO PERFORM ELEVATED G P N/AWORK FOR FDH VELOCITEL. �� (jIN��C :1^ 4. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET,IT IS VITAL THAT THE GENERAL CJ 'ai X FABRICATION INSPECTION CONTRACTOR(GC)AND THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS iii $5711 P E 9 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 //JJ YOUR FDH VELOCITEL POINT OF CONTACT(POC). '��w_r��r� //�� X MATERIAL TEST REPORT(MTR) 5. REFER TO CCR-01:CONTRACTOR CLOSEOUT REQUIREMENTS FOR FURTHER DETAILS AND /"-_ REQUIREMENTS. S. N/A FABRICATOR NDE INSPECTION �O OREGON I N/A NDE REPORT OF MONOPOLE BASE PLATE MI INSPECTOR: {�:0 7b8 T 0 �� X PACKING SLIPS 1. THE MI T INSP M NECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVINGA ��MI yts Q. h MUM: ADDITIONAL TESTING AND INSPECTIONS: • REVIEW THE REQUIREMENTS OF THE MI CHECKLIST tf �/ • WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, t EXPIRES 12/31/7n17 0627117 INCLUDING FOUNDATION INSPECTIONS t . 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: SJM N/A FOUNDATION INSPECTIONS ENG APPV'D: DDA N/A CONCRETE COMPRESSIVE STRENGTH AND SLUMP TESTS CORRECTION OF FAILING MI's: SUBMITTALS 1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI("FAILED MI"),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: 01/27117 CONSTRUCTION 0 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 CONTRACTOR'S CERTIFIED WELD INSPECTION THE MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.REPRODUCTION N/A EARTHWORK:LIFT AND DENSITY REQUIRED PHOTOS: OR CAUSING TD NWITHOUT TE WH PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH VELOCITEL IS PROHIBITED. X ON SITE COLD GALVANIZATIONS 1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS,AT A MINIMUM,ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT: FDH VELOCITEL PROJECT NUMBER: N/A GUY WIRE TENSION REPORT • PRE-CONSTRUCTION GENERAL SITE CONDITION 17PSWQ1400 X GC AS BUILT DOCUMENTS • PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION ADDITIONAL TESTING AND INSPECTIONS: •• RAW MATERIALS SITE NAME: •• PHOTOS OF ALL CRITICAL DETAILS •• FOUNDATION MODIFICATIONS PR52 DURHAM •• WELD PREPARATION POST-CONSTRUCTION .. BOLT INSTALLATION AND TORQUE •• FINAL INSTALLED CONDITION SITE NUMBER: •• SURFACE COATING X MI INSPECTOR REDLINE OR RECORD DRAWING(S) • POST CONSTRUCTION PH TOIGRAPHS 11091-A •• FINAL INFIELD CONDITION N/A POST INSTALLED ANCHOR ROD PULL-OUT TESTING SITE ADDRESS: 2. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED 16295 SOUTHWEST X PHOTOGRAPHS INADEQUATE. 85TH AVENUE TIGARD, OR 97224 ADDITIONAL TESTING AND INSPECTIONS: 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 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. CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS SPECIFICATIONS. COMPOUNDS OR APPROVED EQUIVALENT. NECESSARY TO COMPLETE THE PROJECT AND ABIDE BY ALL ENIMIINEERING.INNOVATION CONDITIONS AND REQUIREMENTS OF THE PERMITS. 2. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE 2. PREPARE RUSTED/CORRODED SURFACE FOR TREATMENT - VELOCITEL _ USING SPECIFIED WELDS WITH WELDING ELECTRODES NOTED IN THE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF STEEL GRADE SCHEDULE OR SPECIFIED HIGH STRENGTH BOLTS TO • ALL DIMENSIONS,ELEVATIONS AND EXISTING CONDITIONS AT THE BE ASTM A325N,THREAD INCLUDED WITH SHEAR PLANE(UNLESS 3. CONTRACTOR TO APPLY(2)COATS OF COLD GALVANIZATION SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO OTHERWISE NOTED). COMPOUND PER MANUFACTURER'S RECOMMENDATION.DRYING PREPARED FOR: EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO AND CURING TIMES MUST BE UTILIZED PER MANUFACTURER'S DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS 3. ALL BOLTED CONNECTIONS TO BE INSTALLED TO A SNUG-TIGHTENED RECOMMENDATION. INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH CONDITION IN ACCORDANCE WITH AISC 13 PART 16.2,"SPECIFICATION DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", 4. APPLY ALL COATINGS BY BRUSH IN CALM WIND CONDITIONS. AT&TSUBMITTED TO FDH VELOCITEL FOR CONSIDERATION BEFORE THE SECTION 8.1,UNLESS OTHERWISE SPECIFIED. WHEN"X"TYPE BOLTS THE USE OF AEROSOL IS NOT PERMITTED. & CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. ARE USED,CONTRACTOR MAY BE REQUIRED TO STACK ADDITIONAL WASHERS TO OBTAIN PROPER SNUG TIGHT INSTALLATION. ALL NUTS 5. IF THE TOWER IS PAINTED,BRUSH PAINT ALL TREATED AREAS 3. INCORRECTLY FABRICATED,DAMAGED,OTHERWISE MISFITTING,OR SHALL BE HEAVY HEX UNLESS OTHERWISE NOTED. TO MATCH TOWER AFTER COLD GALVANIZATION COMPOUND IS ('� p( p NON-CONFORMING MATERIALS AND CONDITIONS SHALL BE ALLOWED TO CURE. r iy.1+ ` ROre REPORTED TO FDH VELOCITEL PRIOR TO ANY REMEDIAL OR 4. ALL STEEL,AFTER FABRICATION,SHALL BE HOT DIPPED GALVANIZED �(,� CORRECTIVE ACTION. ALL ACTIONS SHALL REQUIRE FDH VELOCITEL PER ASTM A-123. ALL DAMAGED SURFACES,WELDED AREAS AND ',N.-, f �GINE.�+'� �i�� APPROVAL. AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS(EXISTING OR 'V V' NEW)SHALL BE PAINTED WITH MULTIPLE COATS OF ZRC COLD 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE GALVANIZING COMPOUND ACHEIVING A MINIMUM OF 4 MILS DRY FILM „M. $F�71 �3 �" ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PER ASTM A 780. THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION , / AND/OR FIELD MODIFICATIONS.THIS INCLUDES,BUT IS NOT LIMITED 5. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS �j TO,THE ADDITION OF TEMPORARY BRACING,GUYS OR TIE DOWNS QUALIFIED AS DESCRIBED IN THE"AMERICAN WELDING SOCIETY'S THAT MAY BE NECESSARY.SUCH MATERIAL SHALL BE REMOVED STANDARD QUALIFICATION PROCEDURE"TO PERFORM THE TYPE OF -. AFTER +. AFTER THE COMPLETION OF THE PROJECT. WORK REQUIRED.CONTRACTOR IS REQUIRED TO PROVIDE FDH '�j VELOCITEL WITH A PASSING CERTIFIED WELDING INSPECTION FOR ' "o OREGON /... �'� 5. CONTRACTOR SHALL PROMPTLY REMOVE ANY&ALL DEBRIS FROM ALL WELDS. , h SITE AND RESTORE AS BEST AS POSSIBLE TO PRECONSTRUCTION �,��•,' � �� 2l�j�' CONDITION. 6. STRUCTURAL STEEL MAY NOT BE TORCH CUT FOR FABRICATION.ALL /,7f �y D� STEEL FABRICATION MUST FOLLOW AISC STANDARDS. 41"r 1S y. 6. THE CLIMBING FACILITIES,SAFETY CLIMB AND ALL PARTS THEREOF SHALL NOT BE IMPEDED,MODIFIED OR ALTERED WITHOUT THE MISC. NOTES: EXPRESS WRITTEN APPROVAL OF THE ENGINEER OF RECORD. y p 1. ALL MODIFICATIONS ARE ASSUMED TO BE MADE ON AN EMPTY + 'XPIRES 12/31/201701/27/17 7. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING IS TOWER. CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS TO DONE AT THE RISK OF THE GC AND/OR FABRICATOR. SUPPORT OR WORK AROUND EXISTING ANTENNAS AND {DENNIS GS D.ABEL,.8 OREGON LIC.NO.85711 PE TRANSMISSION LINES. MODIFICATIONS MUST BE CONTINUOUS CONTRACTOR QUALIFICATION NOTES: THROUGH ALL AREAS SHOWN. DRAWN BY: WJD CHECKED BY: SJM 1. ALL REPAIRS SHALL BE PERFORMED BY A TOWER CONTRACTOR WITH 2. CONTRACTOR FIELD VERIFY ALL DIMENSIONS PRIOR TO A MINIMUM 5 YEARS EXPERIENCE IN TOWER ERECTION AND RETROFIT CONSTRUCTION. ENG APPV'D: DDA AND WITH WORKING KNOWLEDGE OF THE ANSI/TIA-222-G "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES FABRICATION NOTES: SUBMITTALS AND ANTENNAS". DATE DESCRIPTION REV Y 2. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND 1. ALL DIMENSIONS ANY ARE PRELIMINARY UNTIL FIELDRD VERIFIED ENGINEER CHANGES MUST BE APPROVED BY ENGINEER OF ovznl't CONSTRUCTION o METHODS. SHOULD THE CONTRACTOR REQUIRE DIRECT RECORD IN WRITING PRIOR TO FABRICATION AND INSTALLATION. CONSULTATION,FDH VELOCITEL IS WILLING TO OFFER SERVICES BASED UPON AN AGREED FEE FOR THE WORK REQUIRED. 2. NEW STEEL MEMBERS MUST HAVE SINGLE DRILLED HOLES.SLOTTED AND DOUBLE DRILLED HOLES ARE NOT ACCEPTABLE MEANS OF 3. ALL SUBMITTAL INFORMATION MUST BE SENT TO FDH VELOCITEL 6521 FABRICATION. MERIDTHE INFORMATION CONTAINED IN THIS SET OF 755-10 1, DRIVE,RALEIGH AL FDH TEL.(919)COM. FAX.(919)ATI THE IS PROPRIETARY BY NATURE.REPRODUCTION 755-1031,E-MAIL STRUCTURAL DRAWINGS LOCITEL.COM. ANY VARIATION SUBSTITUTES AND/OR EQUALS: - OF THESE SPECIFICATIONS OR DRAWINGS WITHOUT CONSENT FROM OR CAUSING TO SE WINGS WITHOUTDUCED THE WHOLE OP ANy TPLE PART OF THESE DRAWINGS THE PERMISSION OF FDH VELOCITEL WILL VOID ANY RESPONSIBILITY OR LIABILITY FOR FDHRAWIN TEL IS PROHIBITED. DAMAGE(MATERIAL OR PHYSICAL)TOWARDS FDH VELOCITEL 1. IF CONTRACTOR WISHES TO FURNISH OR USE A SUBSTITUTE ITEM OF MATERIAL OR EQUIPMENT,CONTRACTOR SHALL FIRST MAKE FDH VELOCITEL PROJECT NUMBER: 4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TIA-1019-A WRITTEN APPLICATION TO ENGINEER OF RECORD FOR ACCEPTANCE STANDARD. THEREOF,CERTIFYING THAT THE PROPOSED SUBSTITUTE WILL 17PSWQ1400 PERFORM ADEQUATELY THE FUNCTIONS AND ACHIEVE THE RESULTS JOB SITE SAFETY&NOTES: CALLED FOR BY THE GENERAL DESIGN,BE SIMILAR IN SUBSTANCE TO THAT SPECIFIED AND SUITED TO THE SAME USE AS THAT SPECIFIED. ALL VARIATIONS OF THE PROPOSED SUBSTITUTE FROM THAT SITE NAME: 1. NEITHER THE PROFESSIONAL ACTIVITIES OF FDH VELOCITEL NOR THE SPECIFIED WILL BE IDENTIFIED IN THE APPLICATION AND AVAILABLE PRESENCE OF FDH VELOCITEL OR EMPLOYEES AND MAINTENANCE,REPAIR AND REPLACEMENT SERVICE WILL BE SUB-CONSULTANTS AT THE CONSTRUCTION SITE,SHALL RELIEVE THE INDICATED. THE APPLICATION WILL ALSO CONTAIN AN ITEMIZED PR52 DURHAM GENERAL CONTRACTOR AND OR SUBCONTRACTORS AND ANY OTHER ESTIMATE OF ALL COSTS OR CREDITS THAT WILL RESULT DIRECTLY ENTITY OF THEIR OBLIGATIONS,DUTIES AND RESPONSIBILITIES OR INDIRECTLY FROM ACCEPTANCE OF SUCH SUBSTITUTE INCLUDINGSITE NUMBER: INCLUDING,BUT NOT LIMITED TO,CONSTRUCTION MEANS,METHODS, COSTS OF REDESIGN AND CLAIMS OF OTHER CONTRACTORS SEQUENCE,TECHNIQUES OR PROCEDURES NECESSARY FOR AFFECTED BY THE RESULTING CHANGE,ALL OF WHICH WILL BE 11091-A PERFORMING,SUPERINTENDING OR COORDINATING ALL PORTIONS CONSIDERED BY ENGINEER OF RECORD IN EVALUATION OF THE OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE PROPOSED SUBSTITUTE. ENGINEER OF RECORD MAY REQUIRE SITE ADDRESS: CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS CONTRACTOR TO FURNISH ADDITIONAL DATA ABOUT THE PROPOSED REQUIRED BY ANY REGULATORY AGENCIES.THE GENERALSUBSTITUTE. 16295 SOUTHWEST CONTRACTOR AND OR SUBCONTRACTOR IS SOLELY RESPONSIBLE 85TH AVENUE FOR JOB SAFETY,AND WARRANTS THAT THIS INTENT IS EVIDENT BY TIGARD, OR 97224 ACCEPTING THIS WORK. SHEET TITLE STEEL GRADE SCHEDULE GENERAL NOTES SCOPE SHAPE GRADE YIELD STRENGTH (FY) ULTIMATE STRENGTH (Fu) KICKER PIPE A53 GR.B 35 KSI 60 KSI SHEET NUMBER N-2 PREPARED BY: TOWER MODIFICATION SCHEDULE FDH VELOCITEL) NO. TYPE OF MODIFICATION BTM. ELEV. TOP ELEV. SHEET ENGIINOEERING FNNI3VATIDN , VEL1 REMOVAL OF EXISTING KICKER ASSEMBLIES. 88.5'± 98.0'7 S-1 TO S-2 _ • , 2 INSTALLATION OF(3)NEW KICKER ASSEMBLIES. 88.5'± 98.0'± S-1 TO S-2 PREPARED FOR • APPURTENANCES MAY INTERFERE WITH PROPOSED MODIFICATIONS. • ALL MODIFICATIONS TO BE INSTALLED CONTINUOUSLY THROUGH EXISTING EQUIPMENT.ALL EXISTING EQUIPMENT NOT TO BE DAMAGED OR AT&T TAKEN OFF AIR DURING INSTALLATION. • ANTENNA&COAX GRAPHICS NOT SHOWN FOR CLARITY.SEE STRUCTURAL ANALYSIS REPORT FOR EXISTING ANTENNA LOADING&COAX 0„,i) PR�� CONFIGURATION. PRIOR TO FABRICATION AND INSTALLATION,CONTRACTOR SHALL FIELD VERIFY ALL LENGTHS AND QUANTITIES GIVEN.LENGTH ANDAG 14' /^ QUANTITIES PROVIDED ARE FOR QUOTING PURPOSES ONLY,AND SHALL NOT BE USED FOR FABRICATION. VA_ 1 ff 85711PE -gr / ', EXISTINGA. 00 MOUNT ' I TYP. .. EXISTINGwhet O V MOUNT tJ �j_ , zr--PIPE NNIS D• Pw XPIRES \ © 12/31/201701/27/17 iEXISTING� ® DENNIS D.ABEL,PE OREGON LIC.NO.85711PE O© MOUNT DRAWN BY: WJD i 1 ,\ { CHECKED BY: SJM / \, '` 98.0' _.......__ .....__-_ L__ __�__.__ - __ �� i EXISTING ENG APPV'D: DDA TOP OF INSTALLATION 1 / I �! TOWER LEG ( ' (TYP.) SUBMITTALS DATE DESCRIPTION REV (3'-0") 01/27/17 CONSTRUCTION 0 . _ MATCH RELATIVE LOCATIONR OF EXISTING KICKER __ _ -.-I �`� KA-1 TO BE REMOVED,AND NEW KICKER ASSEMBLY EXISTING - FIELD DRILL 11/16"Q HOLE IN SEE SHEET S-2 FOR DETAILS. \ SELF-SUPPORT UNDERSIDE OF BOTTOM MOUNT MEMBER j_I \, (TYP.OF 3) '. TOWER j I HE INFORMATION CONTAINED IN THIS SET OF ,R^nRIETARY BY NATURE REPRODUCTION �� KA-1 1- DOCUMENIa�.,.. EXISTING KICKER \ OR CAUSING TO BE REPRUu ASSEMBLY(TO BE NEW KICKER PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF REMOVED) �� © 00 ASSEMBLY.SEE SHEET FDH VELOCITEL IS PROHIBITED En (TYP.OF 3) �' ® I S-2 FOR DETAILS. x (TYP.OF 3) I FDH`JELvCITEL PROJECT NUMBER: EXISTING MOUNT17PSWQ1400 PIPE ,,, — O© (NP') I SITE NAME: 1 EXISTING KICKER I CONNECTION TO BE 1 X CONTRACTOR TO REMOVE AND REMOVED. I REPLACE(1)KICKER ASSEMBLY (TYP.TOP&BTM.) PR52 DURHAM �© �V AT A TIME. © I SITE NUMBER: ®® �_ ® 11091-A EXISTING i\ \ TOWER LEG 1 SITE ADDRESS: ( I I i tik 88.5' 16295 SOUTHWEST BTM.OF INSTALLATION 85TH AVENUE TIGARD, OR 97224 SHEET TITLE MODIFICATION SCHEDULE&KICKER _ 0 MOUNT PLAN 2 MOUNT ELEVATION INSTALLATION DETAILS I SCALE:NTS S-1 SCALE:NTS SHEET NUMBER S-1 e EXISTING MOUNT PREPARED BY STANDOFF---INN (TYP.) EXISTING MOUNT NEW 5/8"0 A325N STANDOFF FDH VELIMITEL) BOLTS.SEE SCHEDULE (TYP.) ON THIS SHEET FOR ENGINEERING INNOVATION \ VELOCITEL INC d a FON VELOCITEL DETAILS. " (TYP.OF 6) � .. r Z _�� PREPARED FOR: ail NEW 5/8"0A325N ® ® BOLTS.SEE SCHEDULE EXISTING IMO __ _ ON THIS SHEET FOR TOWER LEG 1 DETAILS. I_C..-I I - (TYP.OF 6) NEW CONNECT-IT I� 1111m113. AT&T _ WIRELESS SSC1 '•III h•' so r��' P-2 SWIVEL STIFF `,� PROFr NEW KICKER BRACKET. C's ��) p_1 SEE THIS SHEET FOR ARM CLAMP. 11�� Q `/1p 2 �- NEW KICKER.SEE THIS DETAILS. , (TMP.) I Nil III�1 ��N "� • �'./lk NEW KICKER BRACKET. SHEET FOR DETAILS. (TYP.OF 3) - `- j� -7 i „9 SEE THIS SHEET FOR (TMP.OF 3) P 1 Q,�, / y P E �' DETAILS. v (TYP.OF 3) NEW KICKER P-1 (TYP.) Il 1111'.. NEW KICKER.SEE THIS -I SHEET FO(TYP.OF 3) 0 ti o OREGON MOUNT BRACE CONNECTION MOUNT BRACE CONNECTION KICKER CONNECTION Q �Q�ber 0 ns., ELEVATION VIEW ELEVATION VIEW ELEVATION VIEW F4'IVI D. Y 1 DETAIL 72h DETAIL 3 DETAIL S-2 SCALE:NTS \ S-2 SCALE:NTS \S-2 SCALE:NTS EXPIRES 12/31/201701/27/17 j ��/ DENNIS D.ABEL,PE OREGON LIC.NO.85711PE Ii^ 3/4"0 HOLE DRAWN BY: WJD } (TYP) CHECKED BY: SJM N —t.N �-- - ENG APPV'D: DDA SUBMITTALS I DATE DESCRIPTION I REV l 1 3/8 1/2" 01/27/17 I CONSTRUCTION a.A I(TYP.)I_ -" .._._.___..._ 3 3/4" -I - 1/2" THE INFORMATION CONTAINED IN THIS SET OF 1 3/4"0 HOLE DOCUMENTS IS PROPRIETARY BY NATURE.REPRODUCTION d (TYP) OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY } PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF I- FDH VELOCITEL IS PROHIBITED. 10'-O"± 1 FDH VELOCITEL PROJECT NUMBER: (FIELD VERIFY) 1 M 17PSWQ1400 N 1 1 SITE NAME: N r 1 3/8" (TYP.)IT-- PR52 DURHAM P2x0.154" (2.375"O.D.) 3 3/4" - SITE NUMBER KICKER KICKER BRACKET FRONT VIEW TOP&ELEVATION VIEW 11091-A P-1 DETAIL KA-1 MATERIAL LIST P-2 DETAIL SITE ADDRESS: 16295 SOUTHWEST ® SCALE:NTS S-2 SCALE:NTS 85TH AVENUE PART# QTY. LENGTH DESCRIPTION TIGARD, OR 97224 SHEET TITLE - P-1 3 10'-0"± P2x0.154"(2.375"O.D.) KICKER INSTALLATION P-2 3 - KICKER BRACKET DETAILS II SSC1 3 - CONNECT-IT WIRELESS SWIVEL STIFF ARM CLAMP SHEET NUMBER 5/8"0 A325N BOLTS W/NUTS& 6 ^ ^ LOCK WASHERS S-2