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-c- 5 ) G<) sh S2,• _____ DESIGN CONSULTANT --. ' at&t �i � +.!` MOBILITY < inte-grat-ed ED GEGEN SERIRCESEROUP it - at &trq � AT&T MOBILITY CORP. t= ti 'i'*�/ 19801 SW 72ND AVE.,STE.200 ` 16780 BAINBRIDGE AGATE POINT ROAD 98110 TUALATIN,OR 97062 - E(662ISLAND,(602) )28 OFFICE: 9063&98 WA2141 k"r>R 282616 Your world. Delivered. l PROPRIETARY INFORMATION i FDH VELOCITELJ WASHINGTON SQIJA1RE 31111.11)1N Y A IL THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION �IO ENGINEERING KR S INE NOVATION PL C E DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 9585 WASHINGTON SQUARE ROAD 9,.> x .. 1� aoo4KRus,SUITE 220 DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T BLDG.4004,SUITE#220 MOBILITY SERVICES IS STRICTLY PROHIBITED. TIGARD, OR 97008 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) SITE#P W 1 1 I FA: 1 01 09744 503-636-2501 (FAX) REDS VERSION: 1.0 DATE UPDATED: 09/30/15 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PW11 WASHINGTON APPLICANT: PROPERTY OWNER: DWG. DESCRIPTION SQUARE �Esi9 a SPOIl0.78■ FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. ESS VRSNO9585 SW WASHINGTON 2! 4004 KRUSE WAY PL, SUITE X220 2795 E COTTONWOOD PKWY,STE T-1 TITLE SHEET SQUARE ROAD Selman-,eF,tik 9,4N Han. LAKE OSWEGO, OR 97035 400 GN-1 GENERAL NOTES TIGARD,OR 97008 NATALIE ERLUND SALT LAKE CITY,UT 94121 PH: (503) 539-9247 A-1 OVERALL SITE PLAN PROJECT: Embassy Sunea by s5 TOWER OWNER: A-2 COMPOUND LAYOUT PLANS Hawn Portland." > Expreca°�on Al Ms PROJECT ENGINEER: LTE 3C/4C/5C LOCATION �'v FDH VEl OCREL INC. CROWN CASTLE A-3 EQUIPMENT LAYOUT PLANS FOR Sill LOCATION Sl'e 4004 KRUSE WAY PL, SUITE #220 8547 154TH AVE NE A-4 ELEVATIONS 'd"`'"''e°61e n LAKE OSWEGO, OR 97035 REDMOND,WA 98052 RF-1 ANTENNA CONFIGURATIONS FINAL Puts Company GARRIT ERICKSON: (II SITE LOCATION PAUL TIBBOT, P.E. (206)-336-3208 RF-2 RF DETAILS SUBMITTALS K 8A v Tage16 PH: (503) 636-2500 G-1 GROUNDING PLAN REV. DATE DESCRIPTION ie WASHINGTON SQUARE MALL D URd CROWN SITE#:879570 G-2 GROUNDING DETAILS 011/25/15 FINAL CDS ., g sgi, A&E CONSULTANT: MI[ INTEGRATED DESIGN SERVICES GROUP 16780 SW Blum Rd SW 81um Fd 16780 AGATE POINTE RD. NE, M--1111 BPJNBR�IDGGE ISLAND WA 98110 =, : ET elattory n -JON BDlJTL1ER B CONSTRUCTION MANAGER: (602) 769-9068 M— I "P v FDH VELOCREL, INC. M . �:nymn Square a 3 p 4004 KRUSE WAY PL SUITE #220 --. OD JLAKEAY TO OSWEGO, OR 97035 D -_—. I . PH: (503) 349-2149 1111 Ell 3 Crescent Grose N N CODE INFORMATION; F* 10109744 E' Cemetery+Ma m` SW Con [1,1n ZONING CLASSIFICATION: MUC DRAWN BY: II DI, BUILDING CODE OSSC 2014 IBC 2009 CHECKED 8Y: H NTS NTS CONSTRUCTION TYPE: TELECOMMINCATIONS .•, ISSUE POE+ SIN `" JJURISDICTION:UCITY CTIGARD 1 03/25/ 16 DRIVING DIRECTIONS SITE LOCATION: (BASED ON NAD 83) • ' TAX LOT #: 1S12600003001 4 TAKE THE RENTON EXIT ONTO 1-405 S. CONTINUE ON WA-518 W. TAKE THE PORTLAND EXIT ONTO 1-5 S. TAKE EXIT /294/T1GARD/NEWBERG. CONTINUE ON SW LATITUDE: N 45' 27' 10.7" (45.45296) � , p • I r, II BARBUR BLVD(OR-99W). CONTINUE TO FOLLOW OR-99W. TAKE RAMP ONTO OR-217 N TOWARD BEAVERTON/SUNSET HWY. TAKE EXIT #5/GREENBURG RD. TURN LONGITUDE W -122' 46' 41.3" (-122.77814) RIGHT ON SW GREENBURG RD. TURN LEFT ON SW WASHINGTON SQUARE RD. ARRIVE AT 9585 SW WASHINGTON SQUARE RD, TIGARD. TOP OF STRUCTURE AGL• 87'-0" LEGAL DESCRIPTION 11/ GINEOif? 11 BASE OF STRUCTURE AMSL ± 249' SEC26, T1S, R1W, W.M. 'V 7 r PROJECT AREA: MA 86899'E APPROXIMATE LEASE AREA 230 SQ. FT. L. GENERAL INFORMATION: iUc 24 •- - •.. • 1. PARKING REQUIREMENTS ARE UNCHANGED. OREGON 2. TRAFFIC IS UNAFFECTED. APPROVAL/SIGN OFF OF DRAWINGS 3. NO SIGNAGE IS PROPOSED. 4 zt CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE PROJECT DESCRIPTION: C"IN E. MONS . AT&T MOBILITY PROPOSES THE FOLLOWING TO AN IXISTNG UNSTAFFED RADIO '- CONSTRUCTION MANAGER COMPLIANCE TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 87FT TOWER AND z AN EQUIPMENT PLATFORM. j4L1j/16 LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER REMOVE (1) EXISTING LTE 1900/700 ANTENNA PER SECTOR, (3) SECTORS TOTAL ` + �+15 • TOWER MOD BY CROWN CASTE DATED 3-11-16 ski'Cf DoNIT SIS 43, PROJECT MANAGER DEPLOYMENT MANAGER DRaa�rRE BY OTHER MY HR NSTALL t NEW LTE WCS/700/850/AWS ANTi74NA PER SECTOR, (3) SECTORS TOTAL DISCLOSURE N Tww THAT Y USEWHICH ' SITE ACQUISITION EQUIPMENT ENGINEER • REMOVE 1 EXISTING UMTS/GSM 1900/850 ANTENNA PER SECTOR, (3) TOTAL RELATES 1 AT&T MOBUTY IS SIPoCILY NSTALL 1 NEW LTE 1900/UMTS 850/1900 ANTENNA PER SECTOR, (3) SECTORS TOTAL ZONING INTERCONNECT NSTALL 1 NEW LIE AWS RRH UNITE PER SECTOR, (3) SECTORS TOTAL ITE NSTALL 1 NEW LIE WCS RRH UNITS PER SECTOR, ((3)) SECTORS TOTAL SHEET TIRE: SACQUISITION MANAGER OPERATIONS NSTALL 1 NEW LTE 850 RRH UNITS PER SECTOR, 3 SECTORS TOTAL NSTALL 2 NEW DC SURGE SUPPRESSOR AT TOWER LEVEL. TITLE SHEET PERMITS RF ENGINEER NSTALL 1 NEW FIBER CABLE & (4) NEW DC POWER CABLES TO NEW DC SURGE SUPPRESSOR REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RF ENGINEER MANAGER NSTALL NEW 3C/4C/5C RADIO EQUIPMENT INSIDE EXISTING LTE CABINET ON EXISTING SHEET HUMBER REV. REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED AT&T PLATFORM T-1 o GOER L NOTES GENERAL NOTES: (CONTINUED) CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL OSHA, AT&T AND .140000000"A a + a}Q-♦ ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT OWNER REQUIREMENTS. +i L{.7CL SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIANE IORS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS Y� - MOBILITY 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 Eingiffalialcal, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR BAR DAME!Flea OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED AT&T MOBILITY CORP. SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 19801 SW 72ND AVE.,STEL 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 SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURERS 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 VELOCITEL THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. CYmpols AND ABBREVIATIONS CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO ENGINEERING INNOVATION PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS. OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF SLAB. CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDITIONING INT INTERIOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: AGL ABOVE GROUND LEVEL LBS POUNDS 4004 KRUSE WAY PLACE AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY MAX MAXIMUM BLDG.4004,SUITE#220 INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" BLDG BUILDING MECH MECHANICAL 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(>- #6 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 (S #5 BARS) 1)¢" CONC CONCRETE MIN MINIMUM SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES CONST CONSTRUCTION MISC MISCELLANEOUS PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT SLABS AND WALLS (INTERIOR FACE) 34" CONT CONTINUOUS NA NOT APPLICABLE SITE ID: PW11 DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRARC OF TACOMA, WA. DBL DOUBLE NIC NOT IN CONTRACT WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 0 DIAMETER NTS NOT TO SCALE WASHINGTON OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DIAD DIAGONAL CC ON CENTER 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 SQUARE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DET DETAIL PLYWD PLYWOOD 9585 SW WASHINGTON 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DWG DRAWING PROJ PROJECT SQUARE ROAD 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTA AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE EA EACH PROP PROPERTY TIGARD,OR 97008 THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE ELEV ELEVATION PT PRESSURE TREATED FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI ELEC ELECTRICAL REQ REQUIRED PROD: PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE MINIMUM). EQ EQUAL RN ROOM CONTRACT. INSTALLATION. EQUIP EQUIPMENT RO ROUGH OPENING LTE 3C/4C/5C 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE EXT EXTERIOR SHT SHEET QED FOR: 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL FIN FINISH SIM SIMILAR MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL FILL, AND MULCH. JURISDICTION. FLUOR FLUORESCENT SPEC SPECIFICATION FINAL WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. FLR FLOOR SF SQUARE FOOT 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FT FOOT SS STAINLESS STEEL SUBMITTALS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL. PRODUCE POSITIVE DRAINAGE AWAY GA GAUGE STL STEEL REV. DATE DESCRIPTION BY IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND GALV GALVANIZED STRUCT STRUCTURAL /23/15 PRELIM CDS DH ORDINANCES. CONTRACTOR SHALL GIVE AU. NOTICES AND COMPLY WITH ALL AVOID LOW SPOTS AND STANDING WATER. THE CONSULTANT FOR REVIEW A 11PRIOR TO FABRICATION. GC GENERAL CONTRACTOR STD STUD 0 11/23/15 FINAL CDS JM LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC GRAD GROUND SUSP SUSPENDED AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GYP GYPSUM BOARD THRU THROUGH STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED HORZ HORIZONTAL IND 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 OFDETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR HT HEIGHT VERT VERTICAL CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ., ABOVE THE EDGE OF THE LANDSCAPE AREA BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH ID INSIDE DIAMETER W/ WITH OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 2003 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE IN INCH W/O WITHOUT 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INFO INFORMATION WP WATER PROOF 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. INSPECTION REPORTS AND TEST RESULTS. INSUL INSULATION NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT STRUCTURES. 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL UNDISTURBED SOIL, OR ON ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: I FGEND OF ORGANIC MATERIAL DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT TYPE OF MEMBER ----SUBJECT PARCEL .Fly 10109744 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 SECTION LINES MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI DRAWN BY: /A o PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI - - PROPERTY LINES CHECKED BY: 11/ IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98%ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI - - RIGHT-OF-WAY LINES E, 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KSI CURRENT •`` DATE: NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E ANCHOR BOLTS ASTM A307 A�•015-�PROPOSED CONTOUR- MAJOR 03/25/16 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- - - - --o PROPOSED CONTOUR- MINOR 1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL .005 EXISTING CONTOUR - MAJOR ST • 12. CONTRACTOR SHAT 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. /. 1 • UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT ---COAXIAL CABLE RUN �' MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS -'n-FIBER OPTIC CABLE RUN p '-A` 14 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 '1 • 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE . T TELECOM UNDER/OVER HEAD ` ��G I N E 0 I t DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE p _� FENCE - SEDIMENT r it, • CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 - PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING REINFORCING BARS (IF REQUIRED SHALL BE PERFORMED USING E70 XX - " . -' -"-FENCE - CHAINUNK, /W BARB 86899' E _, i FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL NOT P�MES.ET)�SENGRWIT REINFORCING N0�BEDSE IN REQUIREMENTSNREINFORCING Si OF IS 24 2016 0, 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH WELDED BARS. OREGON CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHAT BE IN ACCORDANCE WITH ACI-318. 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND H GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES L,`▪ 15. TOE CONTRACTOR AVOID DISTURBING NORMAL BUSINESS.HALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CACCORDANCE WITHCRETE SHALL BE C MIXED,HAPTER 19 PROPORTIONED, THENEOSSC.ONVEYED CEMENT SHALL BE ASTM C150,D PLACED IN I"SPECIFICATON FORTED. ALL THE DESIGN OFF COEEL LD-FORMED STEEAMING SHALL �N�CTURAL THE A.I.S.S. 1Z Al E. MO PORTLAND CEMENT TYPE II U.N.O. MEMBERS.' a 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" DIA.) 8 11 if Waiiiiaratoduilio3r1> PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. SET OF CONSTRUCTION DOCUMENTS IS ,..,, ® PROPRIETARY BY NATURE ANY USE OR • 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM 3"�' - DISCLOSURE OTHER THAN THAT WHICH INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE. It-. ID ROOM' OU AT&T ROBIS SCILY PROHIBIT C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND MOIST SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN • CAUTION! CALL BEFORE YOU DIOL BURIED UT1LMES EXIST IN THE AREA AND ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT SHEET TITLE: 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. S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO Call beforeyou dig. GENERAL NOTES 7 CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. NOTED ON THE DRAWINGS SHALL BE GRADE 40, =40,000 PSI. GRADE 60 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE. REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED 11. TOUCH UP ALL FIELD DRIWNG, WELDING AND CUT SURFACES WITH 2 COATS OF IgHL NUMBS& REV. SUBMIT TO AT&T. ALONG WITH REDUNED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUALSTRUCTURAL DRAWINGS AND NOTES SEWN TAKE PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. GN-1 0 at&t - MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 sy, H44/ AT&T SITE EQUIPMENT PLATFORM FDH VELOCITEL W/PROPOSED LTE 5C ENGINEERING INNOVATION PROJECT EQUIPMENT SEE SHEET A-3 4004 KRUSE WAY PLACE FOR DETAILS BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) AT&T SITE WITH 87'± TOWER. 503-636 2501 (FAX) SEE SHEET A-3 — — -- __ ____ _ - SITE ID: PW11 o ` :,;i WASHINGTON SQUARE Z _ T 9585 SW WASHINGTON 3` SQUARE ROAD I N TIGARD,OR 97008 0 I I PROJECT: LTE 3C/4C/5C m ISSUED FDR: ,L FINAL SUBMITTALS II DATE DESCRIPRON p A o III 11/23/15 PRELIM COS m zo Kg 03/25/16 FINAL CDS El TL#1S126000300III I. N M�_ ai E —. U -IIIIIIIIIIIIII,—■ IIII'Illlllllllllll, _. •��III A' FA/: 10109744 if. DRAWN BY: 1P aeon BY: H ISSt MINI Vi 03/25/16AM IF,_, 1 g%/111111111111111 0 � , � M Irl l/ G(NE O j >✓ '� 1M i1 2 86899'E 9 �_ - - 'elan 24 2016 OREGON SW WASHINGTON - SCUARE RD 14gry E. MGN.‘`l cf F) 1, 1,1o4, _ z SET OF CONSTRUCTION DOCUNENIS IS rte%V� PROPRIETARY BY NOME.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH �t� .0 RELATES TO AT&T mown is STRICTLY '=1,t0 .0 rROHerteu. LEGEND SHEET TIRE: Y. --—SUBJECT PARCEL . . — SECTION UNES OVERALL SITE PLAN PROPERTY UNES RIGHT-OF-WAY UNES SHEET NUMBER: REV. 11 0. Pa 225:34' : 1:100 OVERALL SITE PLAN 1 A-1 0 11•x17•SCALE: 1:200 40' EXISTING AT&T EQUIPMENT PLATFORM (SEE SHEET A-3 FOR DETAILS) AT&T 19801 SW 7^NDAVE.,OBILITY STE .200 TUALATIN,OR 97062 7X x x x x x X x x x x x x X X X X x x x x x x x x X X x- x ., x FDH VELOCITEL • . Cit , x , x . x . x , X , x , x(.1 x x . X it — , x ENGINEERING INNOVATION I EXISTING x I I o Eo Eo— 0® GENERATOR 4004 KRUSE WAY PLACE x • I E' 0 I BLDG.4004,SUITE#220 x �, E �• 11 • ., KE OSWEGO OR 97035 1 x I x 503--636-200(MAIN) w x x 503-636-2501 (FAX) w E 1 x / s SITE ID: PW11• �- �- � \ WASHINGTON ° •x SQUARE IN x •x .• .t x 9585 SW WASHINGTON ° SQUARE ROAD 0 x E w` TIGARD,OR 97008 . x I EXISTING 87' FOOT MONOPOLE x PROJECT: • _�� o Eo x LTE 3C/4C/5C x • MMTI - III E E • • I• X ' , X ' . X • , X • , • • , X ' , X • . X • , X ' , X ' , X ' . X • , x ISSUED FOR: • EXISTING ICEFINAL MIN •• •z x BRIDGE (TYP• .) SUBMITTALS ' -- I x REV. MTM DESCRIPTION BY • x A 11/23/15 PREUM CDS DH EXISTING AT&T • X— 1 0 03/25/16 FINAL CDS JM SERVICE METER• x x EXISTING 6'-0" HIGH CHAINLINK EXISTING SHELTER •- D ---1 a VERIZON • EXISTING LADDER x x x 1 x - - FA/: 10109744 • 1 x DRAWN BY: 16 CHEMED WA H x _ ISSUE DME: ,MIMI • 1 1 x W4 03/25/16 All , x • 0-5 Eifiumm EXISTING OTHER x j��` SERVICE METER EXISTING OTHER EQUIPMENT �� x , ° - 4 '1715 • u x ik ‘kCINE O2� 3 EXISTING 12' • 1t 86899'E 9r DOUBLE GATE x x ?man 24 2016 , OREGON —X _._ _._ __ .-._- -- -- 1-x • . X x X—.. x , x- . x . x , x X X . x . x . x , x . x • , x • , x • , I �.__ X / \ = EXISTING 6-0' HIGH CHAINLINK ThaPIF •CONT12,31/16 x / \ X FENCE W/BAR WIREIRIS SET ND0g1MQ IS 7.I PROPRIETARY BY NATURE ANY USE OR rl DISCLOSURE OTHER TITWIT WINCH / \ .. RELATES TO AT&T MOBILITY IS STRICTLY ,� PROHIBITED. X / \ x a � ,\ SHEET TRE: i -� _ Ie. .. COMPOUND � !l LAYOUT PLANS U SHEET NUMBE7t REV. 21•x34•SCALE:3•-1 1/Z' EXISTING COMPOUND LAYOUT7. A-2 0 i 11"x17.SCu c•3"...1. at&t Fi `` MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 FDH VELOCITELJ (E) CHAIN LINK ENGINEERING INNOVATION (E) CIIAINL'NK FENCE FENCE 4004 KRUSE WAY PLACE x x x x x x x x BLDG.4004,SUITE#2 2 0(E) DISCONNECT (E) PLATFORM LAKE OSWEGO,OR 97035 DISCONNECT- ,Q,< -- (E) PLATFORM 503-636-2500(MAIN) �x� (E) TRANSFORMER — • (E) ARGUS TE40 503-636-2501 (FAX) (E) TRANSFORMER (E) ARGUS TE40 x I BATTERY CABINET x BATTERY CABINET SITE ID: PW11- (E) SERVICE PANEL (E) SERVICE PANEL x WASHINGTON SQUARE • x (E) SERVICE LIGHT (E) SERVICE LIGHT (TIP) x 9565 SW WASHINGTON (TYP) x x SQUARE ROAD (E) TELCO BOX •L° x (E) TELCO BOX ••x — TIGARD,OR 97008 ' PROJECT: • x (E) MICRIN GENERATOR x — (E) ARGUS TE21 LTE 3C/4C/5C (E) MICRIN GENERATOR (E) ARGUS TE21 RECEPTACLE x _� POWER CABINET ISSUED FT)R RECEPTACLE x f._y POWER CABINET x FINAL x - SUBMITTALS n "- x (E) GSM CABINETIREV.I11/23/15 A DATEP PION BY CDS o • x �-(E) GSM CABINET r 0 03/25/16 1 FINAL CDS JM x . # 4 i9 I d _ (E) LTE 9412 (E) LTE 9412 1 BACKPACK BACKPACK - - x / x • x t AFL_- INSTALL NEW LTE • x (E) GSM CABINET (E) GSM CABINET 1 \ x 3C/4C/5C EQUIPMENT x m m INSIDE OF EXISTING o x m j LTE RACK x o 1 x • FAQ: 10109744 •(E) UMTS CABINET x m f ___ L (E) UMTS CABINET m o m _—-. _.:_1 (E) TE43 CABINET sy ! o x (E) TE43 CABINET x N • 1 1 m rT— x E E E f x m = E I E E -FO FO FO FO FO =o ,/ 03/25/16 ' • —F • n • FO • O / NCABLEW E4TONEW�DC F�.'_T>s�� EXISTING (2) DC POWER CABLE TO E E 1 o E E. E E— d .°1 SURGE PROTECTOR %J►%�'+�� I x E E E E', E E-� r / ° of EXISTING DC SURGE °� N o ° PROTECTOR • . N 0 a� NEW (1) RBER m 11 4 EXISTING (1) FIBER x ___ m o CABLE TO NEW ��� „GINE °� M xJ CABLE TO EXISTING DC DC SURGE / AQ OI x SURGE PROTECTOR PROTECTOR x x x m (E) ICE BRIDGE (1YP.i/ 86899'E 3 m ,4 (E) ICE BRIDGE (TYP.) _ x • (E) GPS ANTENNA uxt 24 2016 x °e (E) GPS ANTENNA x ° °e ° J OREGON � m • °2 ----.1 .0- x x x x x •x x 'x X_X x x 4 -x ' , x 4 . x • . x • x-- -x- x m m __� (E) STEPS (TYP.) — o (E) STEPS ( YP.) q�q� E. MONS ` _ r 3 TIE Dia/44SET OF CONSTRUCTION COCUMEHIS IS PROPPoETMY BY NATURE ANY USE OR - DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBIUIY IS STRICTLY PROHIBITED. �'_ e( � SHEET TITLE: Al!4 + �,4411Pi 7—r � � ' } EQUIPMENT LAYOUT 71‘,:!%> V PLANS SHEET NUMBER: REV. g 22•x34•SCALE: 1•_1.5' I , I 22•x34•SCALE: 1•_2.5• I , I A-3 o 11•x17 SCALE: 1•a3 0 1.s 3 EXISTING EQUIPMENT LAYOUT 2 11•x17•SCALE 1•.5• o• 2.5' s PROPOSED EQUIPMENT LAYOUT 1 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY `- CROWN CASTLE DATED 3/11/16. TOWER 7 at &t OWNER RESPONSIBLE FOR REVIEW OF PROPOSED ANTENNAS. MOBILITY 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPUCABLE). 3. CONTRACTOR TO VERIFY RF DATA WITH AT&T MOBILITY CORP. VELOCITEL CONSTRUCTION MANAGER 19601 SW 72ND AVE.,STE.200 AND/OR RF ENGINEER PRIOR TO TUALATIN,OR 97062 CONSTRUCTIONOWER MOD BY CROWN EXISTING STEALTH CANISTER 4. CRANE NOT TO EXCEED 110' CASTLE DATED 3/11/16 FDH VELOCITEL A EXISTING STEALTH CANISTER • ENGINEERING INNOVATION TOP CF EXISTING STEEL EXISTING RRH LTE 700 TOP OF EXISTING STEEL EXISTING RRH LTE 700 4004 KRUSE WAY PLACE MONOPOLE (1) PER SECTOR, (3) TOTAL MONOPOLE (1) PER SECTOR, (3) TOTAL BLDG.4004,SUITE#220 EXISTING LTE 700 1900 TO REMAIN NEW LTE WCS/700/850/AWS LAKE OSWEGO,OR 97035 PANEL ANTENNA EXISTING RRH LTE 1900 PANEL ANTENNA EXISTING RRH LTE 1900 503-636-2500(MAIN) (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL 503-636-2501 (FAX) TO BE REMOVED �II TO REMAIN III EXISTING DC SURGE PROTECTOR I '� EXISTING DC SURGE PROTECTOR �, _ SITE ID: PW11 TO REMAIN EXISTING TMA II III III �� WASHINGTON (2) PER SECTOR, (6) TOTAL NEW RRH LIE WCS SQUARE EXISTING TMA NEW 2 DC SURGE PROTECTORS :11)) PER SECTOR, (3) TOTAL TO BE REMOVED II i ( ) 9585 SW WASHINGTON (1) PER SECTOR, (3) TOTAL h: TO REMAIN EXISTING TMA 1;1'x. EW RRH LTE AWS SQUARE ROAD EXISTING UMTS 1900/850 N�"' (1) PER SECTOR, (3) TOTAL \I1 PER SECTOR, (3) TOTAL TIGARD,OR97008 GSM 1900/850 ''I II� PANEL ANTENNA SII NEW UMTS 1900/850 ' (1) PER SECTOR, (3) TOTAL I LTE 1900 LTE 3C/4C/5C PANEL ANTENNA r TO BE REMOVED IIIIII (1) PER SECTOR, (3) TOTAL 41 NEW RRH LTE 850 ISSIIEO FOR: IIIl II �I (1) PER SECTOR, (3) TOTAL 11 EXISTING CANISTER TO BE EXTENDED I FINAL � , TO ACCOMMODATE THE NEW ANTENNA l.i UB I ' - REV. :*TES �DESCt VT1ON BY ",�• '� � A 11�23�15 M PREUM CDS DH EXISTING (1) FIBER CABLE TO EXISTING NEW (2) FIBER CABLE TO NEW I( D 03/25/16 REU CDS JM DC SURGE PROTECTOR II DC SURGE PROTECTOR ii. ii �I U LL ut �- NEW 4 48V POWER CABLES „ �1 EXISTING (2) 48V POWER CABLES 99 O ++ TO EXISTING ' I _' a TO NEW DC T' -'fn { DC SURGE PROTECTOR II SURGE PROTECTOR 1j r o ,, , r ... . ` -- - ,f- I i 4J, el / It . : ., � �'` .F.. 4g.. FA/• 10109744 ,. _ ._ DRAWN BY: 6 0 v ,- a �S �S b , f � , r 17E1CC1�D wit H r- o o cj 03/25/16 + I i� EXISTING EXISTING - `� E� CHAINLINK FENCE EXISTING GPS ANTENNA m n m CHAINLINK FENCE EXISTING GPS ANTENNA i J 7 ` DO �)` 14 ay1 !A �' • r,j/'!Ai Ai sO / GINE O ;Its l�;8 ' ► I A\i• l'�� ,!� l' !� LL !% 1�;! !`! 'Q �A\A 1 !�. l•,� ,I• E 9� ! �� A A iiF `o ,> > ! I- q ! I 1 �,l� • '4' an 24 20/6 N I __ • _ _, ' ,•; � to, •!,r + i W t — -- -- i `'' 1 ! lel;. !' _ - ill i i ; ��'� � ��+�+� --A. ',,j I 1 .I ��'��" '!! !�'�+ 7� OREGON�, , , _ , ,`� 1 - I� 1l1� f I'll: 1411,27111 II ' qH E. M0N 3 .. , , . _ . _ { ��a Vii' I Fyp�, G GRADE (REF) GRADE (REF) ! ,' }"l3 1 1 [ I I TFE'IWONIIATIOH cOrhbil4 iN 7 N _ 0'-0 ASSUMED SET OF CONSTRuc,au DOCUIENIS rs 0'-0" (ASSUMED) � .I� , (ASSUMED) - PROPPoETARY BY NATURE M4P USE OR D SCLO .JRE ORERL THAM THAT WHICH Rf1ATES TO AT&T MOBLJTY 6 SDRCILY PROHBTED. FOR GROUND EQUIPMENT, ��Tt SEE A-1 NON AT&T EQUIPMENT NON-AT&T EQUIPMENT ELEVATIONS NOT SHOWN FOR CLARITY ;NOT SHOWN FOR CLARITY SHEET NUMBER:A-4 REV. 0 11""•SCALE` 1•- 1/2' EXISTING SOUTH ELEVATION 2 z2•Es4•SCALE ,-_ 1/2' PROPOSED SOUTH ELEVATION 1 0 i „-x17•SCALE ,•- ,' ,1•z17•SCALE ,'_ 1' • PROPOSED COAX CONFIGURATION AND SCI IEDULE POS. OF ELEC. MECH. NUMBER OF FOA% oi at&` SECTOR A AZIMUTH RAD CENTER ANT VENDOR MODEL RETTMA RRH COAX COOT 0 ENGTH D PLEXED 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY �•' *` LTE WCS/700/850 40' 70' 0" 5 COMMSCOPE RV4PX31OR-V2 07070' 0' YES NONE 4 2 FIBER 115' YES (2) CROWN CASTLE DATE 3/11/16. TOWER OWNER AWs _...._. _..... __. _._.. . _ _._... _. .. ''t /` MOBILITY UMTS 850/1900 RESPONSIBLE FOR REVIEW OF PROPOSED nEIE.-'^""' / 40' 60' 0 6 CONMSCOPE RV4PX31OR V2 B/6'/0' O' YES (1)i 119 08BP111 1 2 FIBER 115' YES (2) �,-.,.,,,,,—=,== LTE 1900 ANTENNAS. 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPLICABLE). 19801 MOBILITY CORP. AT&T I 3. CONTRACTOR TO VERIFY RF DATA WITH 18601 SW 72ND AVE.,STE 200 POS.OF ELEC. MECH. NUMBER OF COAX TUALATIN,OR 97062 SECTOR B AZIMUTH RAD CENTER ANT VENDOR MODEL TILT TILT RET TMA RRH COAX COAX 0 LENGTH DIPLE%ED VELOCRE CONSTRUCTION MANAGER AND/OR RF LTE WCS /700/850 120' 70'-0" 5 COMMSCOPE RV4PX310R-V2 1'/7/1' 0' YES NONE 4 2 FIBER 115' YES (2) ENGINEER PRIOR TO CONSTRUCTION UMTS 850/1900 120' 60.-0" b COMMSCOPE RV4PX31OR V2 67671' 0' )`" YES (119 08BP111 12 HOER 115' YES (2) 11 LYE 1900 • FDH VELOCITEL) . . .. _ _ m - - --- - - - -/- - - - ENOINEE RINQ INNOVATION POS.OF ELEC. MECH. NUMBER OF COAX SECTOR C AZIMUTH RAD CENTER ANT VENDOR MODEL TILT TILT RET TMA RRH COAX COAX 0 LENGTH DIPLEXED 4004 KRUSE WAY PLACE LTE WCS/700/850 210' 70'-0' 5 COMMSCOPE RV4PX310R-V2 3'/7'/3' 2' YES NONE 4 2 FIBER 115' YES (2) AWs BLDG.4004,SUITE#220 UMTS 650/1900 210' 60'-0" 6 COMMSCOPE RV4PX31OR-V2 8'/4'/3' 2' YES (1)TT19-08BP111 1 2 FIBER 115' YES (2) LAKE OSWEGO,OR 97035 LTE 1900 503-636-2500(MAIN) 503-636-2501 (FAX) NOTES: SITE ID: PW11 * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY WASHINGTON * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF REDS. SECTOR SECTOR 9585 SQUSW ARE WASHINGTON ALPHA ALPHA SQUARE ROAD TIGARD,OR 97008 fr/ PROJECT: °°��°° LTE 3C/4C/5C 42 \O �� '�' P ISSUED FOR: \'�F 1> EXISTING DC SURGE * FINAL EXISTING DC SURGE Q' PROTECTOR (SQUID) O �q�OP�° PROTECTOR (SQUID) �4' _^\� SUBMITTALS TO REMAIN ,DC J\-\• , EXISTING 700 RRH r NEW (2) DC SURGE �� DESEIM CDS 1DH P PROTECTORS 17.1 11/23/15 PRELIM CDS DH (1) EACH PER SECTOR (3) TOTAL EXISTING LTE/GSM ANTENNA, ', S (SQUID)TO REMAIN !�.r , (1) PER SECTOR, (1) TOTAL NEW WCS RRH .- '.10411 1®� ' 03/25/16 FINN.CDS JM TO BE REMOVED 1 EACH PER SECTOR (3) TOTALi , EXISTING LTE ANTENNA, ill rt. � EXISTING 700 RRH pT, - , NEW LTE ANTENNA, EXISTING LTE ANTENNA, (1) EACH PER SECTOR (3) TOTAL NY S� (1) PER SECTOR, (3) TOTAL o (1) PER SECTOR, (1) TOTAL Q TO BE REMOVED °O S (1) PER SECTOR, (1) TOTAL •G Q ,rj ,*�• �� .a 1 ,Z, q Fq TO BE REMOVED 4,. e•�� 2a '�° 1> RAD 4,, 8,, c'.45 Q 0' RAD �,� � �P CENTER q','0` '90 +1. CENTER `� it, C`C, .`��� -1,-; °.,�O 7O' `,y_ FAQ: 10109744 `� P 70' `'T/,'0 *'9 DRAWN 6T: H SECTOR DNE BY: H M ALPHA SECTOR SECTOR �� SECTOR BETA ALPHA // 03/25/16 MI BETA ° E'':^IIWj. �� NEW 850 RRH ^�� / ,�` °° MINIM °\ �� (1) EACH PER SECTOR (3) TOTAL �� '��/D '�fJ� �, +I J EXTEND PIPE AND MOUNT ON t • EXISTING TMA, J�4, 1,� BOTTOM INE p (2) PER SECTOR, (6) TOTAL •P O P G TO BE REMOVED c, �o° °° NEW AWS RRH .P� ►� JJ� y 3 F�ty�O�CP (1) EACH PER SECTOR (3) TOTAL c2 4' Au 86899'E 2 EXISTING 1900 RRH /114111111rid\ F- v Zan 24 2016 (1) EACH PER SECTOR (3) TOTALEXISTING 1900 RRH . TO REMAIN / (1) EACH PER SECTOR (3) TOTAL �� , �, , OREGON EXISTING UMTS/GSM ANTENNA, NEW LTE ANTENNA, `" (1) PER SECTOR, (3) TOTAL . .y� EXISTING TMA, (1) PER SECTOR, (3) TOTAL rillif41. TING TMA, q 1 TO RE REMOVED ��° �`/� J , , (1) (3) '4Z1 (1)EXISPER SECTQR, (3) TOTAL 'IN E. MONO PER SECTOR, TOTAL o\ 7° c TO REMAIN .�0�� SFp ti 7,9 `�, 4 /g e' EXPIRES: 12/31/16 g J� \--.'o• Pti T�ti4,Oo Gl'iS, i �. a W G THE BFDRMAITON CONTANED N 1HIS c,` No RAD es o d k9 �3' Ser OF CONSTRUCTION DOCUMENTS IS =G `L 20. O 90 i1' '� RAD 7 9 DmosuREPROPPoE1 Rr FN IMTURE.THAANY USE OR c�`vC' �����P CENTER 1,..., O'8S0 ` y�G.c, �,� CENTER �a'4t/,y �...— #� AT&T MaBRICY x STRICTLY a P 62' y Ei. 60' " SHEET TITLE ,, tr SECTOR SECTOR 1� SECTOR SECTOR �•,010,,1:� ANTENNA �.,,/ sNwl. CONFIGURATIONS f U GAMMA II BETA GAMMA BETA SHEET NUMBER REv. g 22"x34.SCALE: pus ECONFIGURATION22504" LE: NTS PROPOSED ANTENNA CONFIGURATION 1 RF-1 0 11"xl r SCALE: Nis EXISTING ANTENNA 2 n'><„- NTS_ II II MANUFACTURER: COMMSCOPE RING MOUNT FOR POLES > ? Q� PART #: RV4PX310R-V2 12'0 TO 45"0. I �..J atft,t LENGTH: 99.7" 700 RRH , WCS RRH " MOBILITY WIDTH: 13.7" (ABOVE) '111- RRH • (ABOVE) DEPTH: 8.2" MOUNTING it::] WEIGHT: 79.4 lbs PIPE i� AT&T MOBILITY CORP. 0 -� , STANDOFF ARM, TYP 7 ABOVE 19801 SW 72ND AVE.,STE.200 III 1900 RRH (ABOVE) MOUNTING TUAIATIN,OR 97062 (ABOVE) ` , ., y `\ MANUFACTURER: SITE PRO BRACKET, TYP UNM3tSAL RING MOUNT PART NUMBER: LWRM 700 RRH ,,(OR APPROVED EQUAL) STANDOFF'IEL 11 1/2"0 U—BOLT FDH VELOCITELJ (BELOW) // -,� bII� ENOI NEERI NO INNOVATIONCHAIN MOUNT `".i }!, lad PIPE TRANSFER 400. (LENGTH TO SUR)RF CONNECTORS, TYP (OR APPROVED d //' b'1 , 4004 KRUSE WAY PLACE EQUAL) � a i i* BLDG.4004,SUITE#220 700 RRH LAKE OSWEGO,OR 97035 C'• BELOW "IIIIV.•'''''' � '' ! ( ) 503-636-2500(MAIN) 503-636-2501 (FAX) �- iRAYCAP DC SURGE �c a 4PROTECTOR, TYR °°1O O • * - MOUNTING SITE ID: PW11 13.7" 2 3/8"0 MOUNTING PIPE PIPE WASHINGTON REFER TO RF SYSTEM SCHEDULE SQUARE FOR SPECS AND QUANTITIES 9585 SW WASHINGTON NOT USED 9 SCALE : NTS LTE ANTENNA DETAIL 8 am. SQUARE ROAD DC SURGE PROTECTOR, TO �' RRH PIPE MOUNT DOWNT1LT �-PANEL ANTENNA TIGARD,OR 97008 11" D . RAYCAP DC SURGE BE MOUNTED CLEAR OF I, VIA RING MOUNT BRACKET PROJECT: • I PROTECTOR, "SQUID" CLIMBING PEGS �` I 1 WCS RRH r. me LTE 3C/4C/5C I sig. ^ ISSUED Fora €_ = f 700 RRH ci FINAL -- III E! �"��� PANEL SUBMITTALS MOUNTING PIPE IN: I COAX JUMPER �— MOUNTING PIPE II DATE �� 0 P 7 - l•r DC AND FIBER RUNS TO ..I. .I —1..�/ CABLES ' Q 11/23/15 PRELIM CDS m I i ^ DISTRIBUTION ARRAY FROM 1 -- I 1 } U Com,25/1 s FINAL CDS M_ I♦ — IIIIII a lI VT-ARM M�—� —'�� h,�� I COAX/FIBER SUPPORT ���I. '� `j } J o, o JUMPER AND POWER \� I AT 3'-0" 0.C. MAX III . 7 TO THE RRH UNITS JS 11.1 II. U WITEMIEWRILArall I 700 RRH III—_—_. � \ % = MOUNi1NG BRACKET IXISTING MONOPOLE AWS RRH ---■ • 34'34' - BY MANUFACTURER �1 FA/: 10109744 MANUFACTURER RAYCAP 5" MIN. RADIUS ON COAX BRASS CABLE MARKING TAGS AND DRAWN BY: Eff MODEL DC6-48-60-18-8F JUMPER WHERE OCCURS MARKING TAPE WHERE THE COAX CABLE D►EDICED 9Y: H1'M NT _ /� CONNECTS TO THE ANTENNA MOUNT "SQUID" 6511E DATE: WEIGHT: 32.6 LBS 03/25/16 u,,, SCALE : NTS NOT USED 7 SCALE : NTS FIBER&DC SURGE PROTECTOR 6 SCARE:Nrs SURGE PROTECTOR AND RRH ATTACHMENT DETAILS 5 iii, Il' IN )� MANUFACTURER ALCATEL-LUCENT • °J 1 �'iII11i��'e MANUFACTURER ALCATEL-LUCENT 6 ip •Af i , „, ^ MANUFACTURER ALCATEL-LUCENT � MODEL- RRH2X40-AWS 2100MHz MODEL RRH4x25-WCS I MODEL RRH2X60-850 850MHz / ` 4 m HEIGHT: 24.4" I� •4'7 HEIGHT: 34.7" °iS. HEIGHT: 18.9" 480mm I N I TT' n r�� O. I "� �I ����� WIDTH: 115 292.5mm �G F O 10.63' WIDTH: 10.63" WIDTH: 13.2" �i� iii J�LI �. �Ju DEPTH: 9" 229.8mm 4 Z DEPTH: 6.T DEPTH: 11.3' 11.5' 9` WEIGHT: 44.0 LBS WEIGHT: 91 LBS WEIGHT: 501bs 22.75kg 86899'E ICE 13.2• 1.0.Eflan 24 2016 FRONT SOLAR ER. FRONT SOLAR FRONT SOLAR OREGON y SHIELD SHIELD SHIELD < `/ ,•\‘ _ 9�q Nay pis NE. M�n€ of c1.7,MAil\ �, �, s,raFc�rrslRuclaRDocuM�msa °�N itilit ER THAN NAT WHICH , n IN.4.c\ w, m --- 1\ t PROPRIETARY BY NATURE.ANY USE OR ,\\ AT&T DISCLOSURE MOBILITY IS STRICTLY c� �a \ AL LAJffr MOUNTI117, RRH RRH BRACKETS RRH� - f��tt f�% RF DETAILS MN' JSO VIEW 1$4111 JSO VIEW fBQHI ISO VIEW SHEET NUMBER: REV. NOT USED T 4 SCALE : NTS AWS RRH UNIT WITH SOLAR SHIELD 13 SCALE : NTS WCS RRH UNIT WITH SOLAR SHIELD 2 SCALE : NTS 850 RRH UNIT W/SOLAR SHIELD 1 R F-2 0 SYMBOL DESCRIPTION GENERAL GROUNDING NOTES. t {Rt 0 COPPER GROUND ROD 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30' BELOW at&t ® TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. •;.1 MOBILITY A CADWEID CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 �/aiiaiiioi 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 ` FIELD VERIFY & TIE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT \/�/T' EXISTING GROUNDING SYSTEM FROM TOWER OR POLE USING MFR'S PRACTICES. FDH VELOCITEL. 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE EN,,NEE RIN3 INNOVATION COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4004 KRUSE WAY PLACE SECTOR 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND BLDG.4004,SUITE#220 OTHER OPERATIONAL ItsIING WILL BE WITNESSED BY AT&T REPRESENTATIVE. LAKE OSWEGO,OR 97035 503-636-2500 MAIN ALPHA (MAIN) 6. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX) i4' AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. Av 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SITE ID: PW11 SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY `, REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO WASHINGTON .P 0`'0 DOCUMENT ALL CADWELDS AND GROUND RING SQUARE 4,G ^��. 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALJNG 9585 SW WASHINGTON -0S NEW (2) DC SURGE GROUNDING SYSTEM DUE TO SITE SOIL CONDRIONS. SQUARE ROAD PROTECTORS TIGARD,OR 97008 4mim, „1/4 4 (SQUID) GENERsl ROD NOTES (WHERE APIIic �)_ �: NEW W) RRH 'a PA J lLTE 3C/4C/5C (1) EACH PER SECTOR (3) TOTAL '`.:144, 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE itsIING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QWWFlED INDIVIDUAL, ISSUED FOR: :* �� NEW LTE ANTENNA, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. FINAL� � cu^ TEST AND CONTAIN NO _1 I �, (1) PER SECTOR, (3) TOTAL THE REPORT WILL �rn�W THE LOCATION OF THE r n A �' 4' ALONG T" "�T1N '•n' GRAPHED „�, �u •G p l��' 6• LESS THAN 9 TEST POINTS c Iw,,,.v V t SUBMITT 4O % Na�. ?p ) SHOW THE PLATEUI. REV. LvTE DF PUON Q +cs RAD 4) 2. 2 POINT GROUND TEST OR 3 POINT 62X Itsls WILL NOT BE ACCEPTED n11/23/15 PRELIM CDS CO `> AFOREMENTIONED GROUND Itsls. TEST SHALL BE . a3/25/16 FINAL CoS El � AS ALTERNATIVES TO THE Q ,� CENTER `'� 9 , �� � PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE WC SYSTEM �--■ 70 GRIDS AND EXISTING COMMUNICATIONS FACILITY. M III ■��■ SECTOR •��■ III BETA •��■ 12: III III = SECTOR FA/: 10109744 ALPHA GD #j NI U I NEW 850 RRH �°�� C T T _� (1) EACH PER SECTOR (3) TOTAL 4te0� -1 03/25/16 EXTEND AN PIPE AND MOUNTBOTTOM 11111 •P o���� , � /1�/' NEW AWS RRH G 90 �,j p a .. / (1) EACH PER SECTOR (3) TOTAL 5F',h �! • 14 E" dtik le //( GINE .Q All `"""_-1. it' 86899'E 7r NEW LTE ANTENNA, ,. (1) PER SECTOR, (3) TOTAL ;AP, 4 - 24 2016 4- OREGON •J`' d ey "T,�� �s�, N E. MD .a ti` RAD '?a o 3 45 a� CENTER �,y 1,9 Twp 6�ld, • _ 60' SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.PRY USE OR DISCLOSURE WHICH AT&T11441 MOBILITYATSRBCTLY pRomanDRELATES 11). SECTOR SECTOR BETA . : SHEET TME: GAMMA ,01j GROUNDING b. ( :i PLAN SHEET NUMBER 2 22'x34"SCALE: N.T.S. i 11-x17 SCALE N.T.S. ANTENNA GROUNDING PLAN 1 G'♦1 0 r "1 SURGE PROTECTOR DOUBLE CRIMP--- )4.w-/- 4"x30-x1/4" �� �; & OR FIBER POWER CONNECTION (TYP) CONNECTOR LTE UMTS/GSt� / 4'x30'x1/4' I� .2i at&t �p� THICK COPPER ter:, ull A_I_A CdA INTERIOR i� GALVANIZED GROUND KITS WffH LONG BARREL ���� ' 10I�j ,� MOBILITY •c X"x4'x1/4' ': GROUND RING I ..4 r¢„\ GROUND BAR THICK COPPER COMPRESSION DOUBLE LUGS AND •” i RRH(S), TYP TMA BOND RF GALVANIZED '. INSPECTION WINDOW, ATTACH TO TYPE TA TYPE VN 4s GROUND BAR TYPE NC TYPE SS AT&T MOBILITY CORP. BUS BARS) 19801SW 72ND AVE.,STE.200 DC/FIBER 11'' TO 'I' SECTION ISOLATOR TUALATIN,OR 97062 TO RRH I _l041 (WHEN 14,o`e e E 9x11 UTILIZE GROUND KITS WITH 0 0 0 o e o 0 0 0 0 o a o 0 0 0 iN1 ON APPLICABLE —FO FO FO I—cx CX cx WALL MOUNTING 2 AWG AND 2-HOLE ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ))) ) I� BRACKET1 ', COMPRESSION LUGS UNLESS °°° °°°°°°°°°°° FDH VELOCITEL 01 (2) #2 AWG GROUND I o� I �_+1,. SPECIFIED OTHERWISE IR] Uw ` \\`_-_ WIRE TO RRH, TYP'z ISOLATOR, TYP % i 2 SOLID BARE REE y (�� }W� p� / "A' SECTION BONDED TO: i TINNED COPPER TYPE W TYPE VS -�• T PE PT ENDINEERINQ INNOVATION / O BOND DC BUS BARS) & • INTERIOR GROUND RING L WIRE CADWELD _ 4004 KRUSE WAY PLACE POTENTIAL SURGE PRODUCING EXTERNALEARTH GROUND (TYPE-GL) • BLDG.4004,SUITE#220 w DC AND FIBER TO COAX RUN EQUIPMENT TO 'P' SECTION (BURIED GROUND RING) ��� SURGE PROTECTOR(S) I ° '°""""" — _ (M� g LAKE OSWEGO,OR 97035 EXOTHERMICALLY WELD #2 AWG • METAWC COLD WATER PIPE MOUNT GROUNDING BUS BAR NEAR "X' ,- VARIES \' 503-636-2500(MAIN) /2 AWG GROUND WIRE BARE TINNED SOLID COPPER WIRE (IF AVAILABLE) Ille 503-636-2501 (FAX) w ANTENNA ARRAY WTIHOUF ISOLATION. FOR COAX GROUNDING U CONDUCTOR TO GROUND BAR. • BUILDING STEEL II 41 o ROUTE CONDUCTOR TO BURIED (IF AVAILABLE) TYPE GT TYPE GY TYPE GR TYPE MOUNT GROUNDING BUS BAR GROUND RING AND PROVIDE SITE ID: PW11 TO TOWER AT GROUND LEVEL PARALLEL IXOTHI]iMIC WEIR NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES CONSULT WITH WASHINGTON 01. wrrH ISOLATION.wQ I NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. SQUARE a SCALE : firs GROUNDING SCHEMATIC DIAGRAM 5 NTS (CRGB) 4 SCALE : Nis GROUND BAR 3 SCALE : NTS CAD WELD EXAMPLES 2 9585 SW WASHINGTON SCALE: CELL REFERENCE GROUND BAR CRGB SQUARE ROAD TIGARD,OR 97008 PROJECT: LTE 3C/4C/5C ISSUED FOR: FINAL SUBMITTALS IREV.I DATE DESCRIPTION 1BY A 11/23/15 PRELIM CDS DH 0 03/x5/15; ,,,,,,:CPS JM 11 ki FAT: 10109744 DRAWN BY: #1 CHECKED BY: H 11 WI 03/25/16 ' .71 pF,2- A *MIMI •1f0' E91. 1 86899'E ff. �t 24 2016 - OREGON ql -1 q N NE. MO 3 C e nIEX ►claaViii y SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY 115E OR DISMOSURE ODER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. li SHEET TITLE: GROUNDING DETAILS SHEET NUMBER REV. NOT USED 1 G-2 0 ©Copyright 2016,by Paul J.Ford and Company, MODIFICATION O F AN EXISTING 8T-6" MONOPOLE All Rights Reserved.This document and the data contained herein,is proprietary to Paul J.Ford and Company,issued in strict confidence and shall not,without the prior written permission of Paul J.Ford and Company,be reproduced,copied or used for any purpose other than the BU #879570; WASHINGTON SQUARE MALL ntendeduse for this specific project. (0 9585 SW WASHINGTON SQ RD °0 c7J E —� N TIGARD, OREGON 97223 O>-o I___ ce LLZwa (f) W WASHINGTON COUNTY '<7 Q a LAT: 45° 27' 10.7"; LONG: -122° 46' 41 .6" 2" 0 ° APP: 319959 REV. 3; WO : 1200393 a° Z Io.aIs , -oni Q , PROJECT CONTACTS THIS PROJECT INCLUDES THE FOLLOWING ITEMS SHEET INDEX IL 8' O E., . g C N g STRUCTURE OWNER: REMOVAL OF EXISTING CONCEALMENT SPINE&SHROUDS SHEET NUMBER DESCRIPTION ,Lif- 0 2 t CROWN CASTLE INSTALLATION OF NEW CONCEALMENT SPINE&SHROUDS T-1 TITLE SHEET N a=. MOD PM:LEE BASSETT AT LEE.BASSETT@CROWNCASTLE.COM TRIM BASE POLE TOP FLANGE AS REQUIRED S-1 GENERAL NOTES PH: (206)336-2885 PAINT MODIFICATIONS TO MATCH EXISTING POLE S-2 MONOPOLE PROFILE MOD CM:DAVE ZIGLER AT DAVE.ZIGLER.CONTRACTOR@CROWNCASTLE.COM S-3 CONCEALMENT ELEVATION DETAILS 0 PH: (425)202-0166 S-4 CONCEALMENT FLANGE DETAILS Z J S-5 BULKHEAD DETAILS I— < ENGINEER OF RECORD: S-6 ANTENNA AND TME DETAILS Cf) w PJFMOD@PJFWEB.COM S-7 MI CHECKLIST W J WIND DESIGN DATA Q 0.., � 00 REFERENCE STANDARD ANSI TIA-222-G-2-2009 0 O Lu 2014 OREGON 0 O Z 0 LOCAL CODE STRUCTURAL SPECIALTY CODE Z 2 - ry ULTIMATE WIND SPEED(3-SECOND GUST) 120 MPH 0 - < CONVERTED NOMINAL WIND SPEED(3-SECOND 93 MPH F- GUST) o ICE THICKNESS 1.25 IN QLo ICE WIND SPEED 30 MPH U rn LL SERVICE WIND SPEED 60 MPH — co co RISK CATEGORY II 0 It EXPOSURE CATEGORY C 0 m Kzt 1.0 • 2 SEISMIC DESIGN DATA SEISMIC IMPORTANCE FACTOR 1 PROJECT No: 37516-0026.003.7700 SS 0.980 DRAWN BY: B.M.S. S1 0.426 DESIGNED BY: R.M.F. SITE CLASS D CHECKED BY: SDS 0.724 DATE: 3-2-2016 5D1 0.447 SEISMIC DESIGN CATEGORY D THE ASSOCIATED FAILING SA WO NUMBER FOR THIS PROJECT IS 1171708 BASIC SEISMIC FORCE RESISTING SYSTEM CANTILEVER MONOPOLE TITLE SHEET DESIGN BASE SHEAR(KIPS) 3.804 ATTENTION ALL CONTRACTORS,ANYTIME YOU ACCESS A CROWN SITE CS 0.246 FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON ARRIVAL AND DEPARTURE,DAILY AT(800)788-7011. R 1.5 _T SEISMIC ANALYSIS PROCEDURE MODAL ANALYSIS I t , ©Copyright 2016 by Paul J.Ford and Company, MONOPOLE RETROFIT PROJECT MASTER NOTES DOCUMENT(REV.3,02/05/2015) 5. CAST-IN-PLACE CONCRETE-(NOT REQUIRED) All Rights Reserved.This document and the data contained herein,is proprietary 1. GENERAL NOTES 6. EPDXY GROUTED REINFORCING ANCHOR RODS-(NOT REQUIRED) to Paul J.Ford and Company,issued in 1.1. THE MONOPOLE STRUCTURE IN ITS EXISTING CONDITION DOES NOT HAVE THE STRUCTURAL CAPACITY TO CARRY ALL OF THE PROPOSED AND EXISTING LOADS FROM THE strict confidence and shall not,without the ATTACHED STRUCTURAL MODIFICATION REPORT AT THE REQUIRED MINIMUM WIND SPEEDS. DO NOT INSTALL ANY NEW LOADS UNTIL THE MONOPOLE REINFORCING 7. TOUCH UP OF GALVANIZING prior written permission of Paul J.Ford SYSTEM IS COMPLETELY AND SUCCESSFULLY INSTALLED. 7.1. THE CONTRACTOR SHALL TOUCH UP ANY AND ALL AREAS OF GALVANIZING ON THE EXISTING STRUCTURE OR NEW COMPONENTS THAT ARE DAMAGED OR ABRADED and Company,be reproduced,copied or 1.2. THESE DRAWINGS WERE PREPARED FROM INFORMATION PROVIDED BY CROWN CASTLE.THE INFORMATION PROVIDED HAS NOT BEEN FIELD VERIFIED BY THE ENGINEER DURING CONSTRUCTION. GALVANIZED SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS ANY AND ALL ABRASIONS,CUTS,FIELD used for any purpose other than the OF RECORD(EOR)FOR ACCURACY AND THEREFORE DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHOULD BE ANTICIPATED. IT IS THE DRILLING,AND ALL FIELD WELDING SHALL BE TOUCHED UP WITH TWO(2)COATS OF ZRC COLD GALVANIZING COMPOUND. FILM THICKNESS PER COAT SHALL BE:WET 3.0 intended use for this specific project. CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT DRAWINGS MILS;DRY 1.5 MILS.APPLY PER ZRC(MANUFACTURER)RECOMMENDED PROCEDURES. CONTACT ZRC AT 1-800-831-3275 FOR PRODUCT INFORMATION. AND THEIR FIELD VERIFIED CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY AND ALL 7.2. CONTRACTOR SHALL CLEAN AND PREPARE ALL FIELD WELDS ON GALVANIZED AND PRIME PAINTED SURFACES FOR TOUCH-UP COATING IN ACCORDANCE WITH AWS D1.1. tp DISCREPANCIES TO THE EOR AND CROWN CASTLE BEFORE PROCEEDING WITH THE WORK. CROWN CASTLE'S TESTING AGENCY SHALL VERIFY THE PREPARED SURFACE PRIOR TO APPLICATION OF THE TOUCH-UP COATING. m 1.3. IF MATERIALS,QUANTITIES,STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES,THE BETTER QUALITY 7.3. CROWN CASTLE'S TESTING AGENCY SHALL TEST AND VERIFY THE COATING THICKNESS AFTER THE CONTRACTOR HAS APPLIED THE ZRC COLD GALVANIZING COMPOUND Q rn E N AND/OR GREATER QUANTITY,STRENGTH OR SIZE INDICATED,SPECIFIED OR NOTED SHALL BE PROVIDED. AND IT HAS SUFFICIENTLY DRIED.AREAS FOUND TO BE ADEQUATELY COATED,SHALL BE RE-COATED BY THE CONTRACTOR AND RE-TESTED BY THE TESTING AGENCY. M o ori - 1.4. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE INSTALLATION OF THE REINFORCING REPAIR SYSTEM HAS BEEN SUCCESSFULLY W ' H COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF THE MONOPOLE AND ITS COMPONENT PARTS DURING FIELD 8. HOT-DIP GALVANIZING O>—= o MODIFICATIONS.THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF WHATEVER TEMPORARY BRACING,GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH 8.1. HOT-DIP GALVANIZE ALL STRUCTURAL STEEL MEMBERS AND ALL STEEL ACCESSORIES,BOLTS,WASHERS,ETC.PER ASTM A123 OR PER ASTM A153,AS APPROPRIATE. O r/1 MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 8.2. PROPERLY PREPARE STEEL ITEMS FOR GALVANIZING. DRILL OR PUNCH WEEP AND/OR DRAINAGE HOLES WITH EOR APPROVAL OF LOCATIONS. IL Z vi n ( 1.5. ALL CONSTRUCTION MEANS AND METHODS;INCLUDING BUT NOT LIMITED TO,ERECTION PLANS,RIGGING PLANS,CLIMBING PLANS AND RESCUE PLANS SHALL BE THE 8.3. ALL GALVANIZING SHALL BE DONE AFTER FABRICATION IS COMPLETED AND PRIOR TO FIELD INSTALLATION. •Q mil 33 O j 3 Z RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA-1019(LATEST EDITION), 0-_ 33 ` Q_ OSHA AND GENERAL INDUSTRY STANDARDS.ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-1019(LATEST EDITION)INCLUDING THE REQUIRED INVOLVEMENT OF A 9. PERPETUAL INSPECTION AND MAINTENANCE BY THE OWNER O QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. 9.1. AFTER THE CONTRACTOR HAS SUCCESSFULLY COMPLETED THE INSTALLATION OF THE MONOPOLE REINFORCING SYSTEM AND THE WORK HAS BEEN ACCEPTED BY J M CJ v U 1.6. OBSERVATION VISITS TO THE SITE BY CROWN CASTLE AND/OR THE EOR SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION CROWN CASTLE,CROWN CASTLE WILL BE RESPONSIBLE FOR THE LONG TERM AND PERPETUAL INSPECTION AND MAINTENANCE OF THE POLE AND REINFORCING SYSTEM. D 0 o re PROCEDURES.ANY SUPPORT SERVICES PERFORMED BY THE EOR DURING CONSTRUCTION ARE SOLELY FOR THE PURPOSE OF ACHIEVING GENERAL CONFORMANCE WITH 9.2. ANY FIELD WELDED CONNECTIONS ARE SUBJECT TO CORROSION DAMAGE AND DETERIORATION IF THEY ARE NOT PROPERLY MAINTAINED AND COVERED WITH -o a) Z 0 THE CONTRACT DOCUMENTS. THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CORROSION PREVENTIVE COATING SUCH AS THE ZRC GALVANIZING COMPOUND SPECIFIED PREVIOUSLY.THE STRUCTURAL LOAD CARRYING CAPACITY OF THE Q V $m Z 1.7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT REINFORCED POLE SYSTEM IS DEPENDENT UPON THE INSTALLED SIZE AND QUALITY,MAINTAINED SOUND CONDITION AND STRENGTH OF THESE FIELD WELDED ©"up- DOCUMENTS.ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY CROWN CASTLE AND EOR PRIOR TO INSTALLATION.THE CONNECTIONS.ANY CORROSION OF,DAMAGE TO,FATIGUE,FRACTURE,AND/OR DETERIORATION OF THESE WELDS AND/OR THE EXISTING GALVANIZED STEEL POLE rn N ir CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT BEING SUBSTITUTED. STRUCTURE AND THE WELDED COMPONENTS WILL RESULT IN THE LOSS OF STRUCTURAL LOAD CARRYING CAPACITY AND MAY LEAD TO FAILURE OF THE STRUCTURAL 0 NW, 1.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING,AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. SYSTEM.THEREFORE,IT IS IMPERATIVE THAT CROWN CASTLE REGULARLY INSPECTS,MAINTAINS,AND REPAIRS AS NECESSARY,ALL OF THESE WELDS,CONNECTIONS, 8 THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL,STATE,AND FEDERAL SAFETY CODES AND COMPONENTS FOR THE LIFE OF THE STRUCTURE. m CO O N A AND REGULATIONS GOVERNING THIS WORK AS WELL AS CROWN CASTLE SAFETY GUIDELINES. 9.3. CROWN CASTLE SHALL REFER TO ANSI/TIA-222-G-2-2009,SECTION 14 AND ANNEX J FOR RECOMMENDATIONS FOR MAINTENANCE AND INSPECTION.THE FREQUENCY OF ilE w 2 CK 6 N 1.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING AND NEW COAXIAL CABLES AND OTHER EQUIPMENT DURING CONSTRUCTION. THE INSPECTION AND MAINTENANCE INTERVALS IS TO BE DETERMINED BY CROWN CASTLE BASED UPON ACTUAL SITE AND ENVIRONMENTAL CONDITIONS.THE EOR 1.10. ANY EXISTING ATTACHMENTS AND/OR PROJECTIONS ON THE POLE THAT MAY INTERFERE WITH THE INSTALLATION OF THE REINFORCING SYSTEM WILL HAVE TO BE RECOMMENDS THAT A COMPLETE AND THOROUGH INSPECTION OF THE ENTIRE REINFORCED MONOPOLE STRUCTURAL SYSTEM BE PERFORMED YEARLY AND/OR AS oN 0- U N REMOVED AND RELOCATED,REPLACED,OR RE-INSTALLED AS REQUIRED AFTER THE REINFORCING IS SUCCESSFULLY COMPLETED.THE CONTRACTOR SHALL IDENTIFY FREQUENTLY AS CONDITIONS WARRANT.ACCORDING TO ANSI/TIA-222-G-2-2009 SECTION 14.2:"IT IS RECOMMENDED THAT THE STRUCTURE BE INSPECTED AFTER SEVERE N a AND COORDINATE THESE ITEMS PRIOR TO CONSTRUCTION WITH CROWN CASTLE,TESTING AGENCY,AND EOR. WIND AND/OR ICE STORMS OR OTHER EXTREME LOADING CONDITIONS". 1.11. ANY AND ALL EXISTING PLATFORMS THAT ARE LOCATED IN AREAS OF THE POLE SHAFT WHERE SHAFT REINFORCING MUST BE APPLIED SHALL BE TEMPORARILY REMOVED OR OTHERWISE SUPPORTED TO PERMIT NEW CONTINUOUS REINFORCEMENT TO BE ATTACHED.AFTER THE CONTRACTOR HAS SUCCESSFULLY INSTALLED THE r MONOPOLE REINFORCEMENT SYSTEM,THE CONTRACTOR SHALL RE-INSTALL THE PLATFORMS. 1.12. THE CLIMBING FACILITIES,SAFETY CLIMB AND ALL PARTS THEREOF SHALL NOT BE IMPEDED,MODIFIED OR ALTERED WITHOUT THE EXPRESS APPROVAL OF THE EOR. 1.13. FOR STANDARD CROWN PARTS SEE THE MOST RECENT VERSION OF THE"CCI APPROVED REINFORCEMENT COMPONENTS"CATALOG. (...9 Il 1.14. ALL SOLUTIONS FOR THE REPLACEMENT,RELOCATION OR MODIFICATION OF THE SAFETY CLIMB AND/OR ANY OF THE MONOPOLE CLIMBING FACILITIES SHALL BE �J COORDINATED WITH TUF-TUG PRODUCTS. CONTACT DETAILS: Z J 3434 ENCRETE LANE,MORAINE,OHIO 45439 Q PHONE: 937-299-1213 EMAIL:TUFTUG@AOL.COM I-�/� 2. STRUCTURAL STEEL JJ W 2.1. STRUCTURAL STEEL MATERIALS,FABRICATION,DETAILING,AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING REFERENCE STANDARDS: x w 2.1.1. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC): Q 2.1.1.1. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS." w J - 2.1.12. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTS,"AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. Z O 0 z 2.1.1.3. "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" ^ Cr) 0 2.1.2. BY THE AMERICAN WELDING SOCIETY(AWS): Q 0... z (7 - 2.1.2.1. "STRUCTURAL WELDING CODE-STEEL D1.1." O O ill 2.1.2.2. "STANDARD SYMBOLS FOR WELDING,BRAZING,AND NONDESTRUCTIVE EXAMINATION" LL n 2.2. ALL STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ACCORDING TO THE REQUIREMENTS OF THE AISC'SPECIFICATION FOR O Z ' o STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTS',DEC.31,2009. 2.3. ANY MATERIAL OR WORKMANSHIP WHICH IS OBSERVED TO BE DEFECTIVE OR INCONSISTENT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED,MODIFIED,OR Z O = 0 REPLACED AT THE CONTRACTOR'S EXPENSE. 2.4. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY,AWS D1.1.ALL WELD ELECTRODES SHALL BE E80XX OC) < UNLESS NOTED OTHERWISE ON THE DRAWINGS. = Q U 2.5. ALL WELDED CONNECTIONS SHALL BE MADE BY WELDERS CERTIFIED BY AWS. CONTRACTOR SHALL SUBMIT WELDERS'CERTIFICATION AND QUALIFICATION I= CO — DOCUMENTATION TO CROWN CASTLE'S TESTING AGENCY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 2.6. STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A572 GRADE 65(FY=65 KSI MIN.)UNLESS NOTED OTHERWISE ON THE DRAWINGS. Q O 2.7. SURFACES OF EXISTING STEEL SHALL BE PREPARED AS REQUIRED FOR FIELD WELDING PER AWS. SEE SECTION I NOTES REGARDING TOUCH UP OF GALVANIZED U SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS FIELD WELDING. 2.8. NO WELDING SHALL BE DONE TO THE EXISTING STRUCTURE WITHOUT THE PRIOR APPROVAL AND SUPERVISION OF THE TESTING AGENCY. LL ti CO2.9. FIELD CUTTING OF STEEL: — CO 2.9.1. IMPORTANT CUTTING AND WELDING SAFETY GUIDELINES:THE CONTRACTOR SHALL FOLLOW ALL CROWN CASTLE CUTTING,WELDING,FIRE PREVENTION AND SAFETY 0 GUIDELINES. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT CROWN CASTLE GUIDELINES. PER THE 12-01-2005 CROWN O m CASTLE DIRECTIVE:"ALL CUTTING AND WELDING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH CROWN CASTLE POLICY'CUTTING AND WELDING SAFETY PLAN'(DOC#ENG-PLN-10015)ON AN ONGOING BASIS THROUGHOUT THE ENTIRE LIFE OF THE PROJECT".ANY DAMAGE TO THE COAX CABLES,AND/OR OTHER EQUIPMENT AND/OR THE STRUCTURE,RESULTING FROM THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.THE INSPECTION/TESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY. 2.9.2. ALL REQUIRED CUTS SHALL BE CUT WITHIN THE DIMENSIONS SHOWN ON THE DRAWINGS.NO CUTS SHALL EXTEND BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN ' ON THE DRAWINGS.ALL CUT EDGES SHALL BE GROUND SMOOTH AND DE-BURRED.CUT EDGES THAT ARE TO BE FIELD WELDED SHALL BE PREPARED FOR FIELD WELDING PER AWS D1.1 AND AS SHOWN ON THE DRAWINGS.CONTRACTOR TO AVOID 90 DEGREE CORNERS. IT MAY BE NECESSARY TO DRILL STARTER HOLES AS REQUIRED TO MAKE THE CUTS. PROJECT No: 37516-0026.003.7700 3. BASE PLATE GROUT-(NOT REQUIRED) DRAWN BY: B.M.S. 4. FOUNDATION WORK-(NOT REQUIRED) DESIGNED BY: R.M.F. CHECKED BY: DATE: 3-2-20161, - GENERAL NOTES g0 I ©Copyright 2016,by Paul J.Ford and Company, SHAFT SECTION DATA All Rights Reserved.This document and 8T-6" the _...... TOP PLATE I SHAFT SECTION PLATE LAP DIAMETER ACROSS FLATS POLE the data contained herein,Is proprietary POLE to Paul J.Ford and Company,issued in I li SECTION LENGTH THICKNESS SPLICE (IN) GRADE SHAPE strict confidence and shall not,without the I I'a$ (FT) (IN) (IN) @ TOP @ BOTTOM (ksi) prior written permission of Paul J.Ford and Company,be reproduced,copied or used for any purpose other than the 0 - I 1 35.00 0.3750 30.000 30.000 52 ROUND C/L ANTENNA II I II 2 40.00 0.3750 30.000 30.000 52 ROUND BULKHEAD II intended use for this specific project. OOO _ -L1 —I— NOTE:DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES � � I I p E N • II MODIFICATIONS: N a J m ` 75-0"TOP OF Jl N BASE POLE_--_ ---- G , OA REMOVE EXISTING CONCEALMENT SPINE AND SHROUDS. o Q 73'-3" O� li © INSTALL NEW CONCEALMENT SPINE AND SHROUDS. SEE SHEETS S-3 TO S-5. I�.Z " a � W 72-0'C/LANTENNA `,., _ • J 71 D _.. . C TRIM BASE POLE TOP FLANGE AS REQUIRED. 4(1. Q C/LANTENNA `lJ :. a 69'-0" � OPOLE. J CU 0 U C/L ANTENNA 11 su M O o ri- 66'-0" Ii 1. EXISTING CONCEALMENT TO BE REMOVED AND REPLACED WITH Q U a m Z ° C/L ANTENNA i .5 THE NEW CONCEALMENT. 0.025 ° < 620 aN C/L ANTENNA I 2. NEW CONCEALMENT IS TO BE BOLTED TO TOP FLANGE OF LL $a O F 60'-0" tI Ell EXISTING BASE POLE. CONTRACTOR SHALL VERIFY EXISTING w a N C/L ANTENNA cC•1 Cl_ W N CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. 0 0 0 a 3. CONTRACTOR SHALL SEND PAUL J.FORD&COMPANY THE FABRICATION DRAWINGS FOR APPROVAL PRIOR TO MANUFACTURING. 4. CONTRACTOR TO COORDINATE EQUIPMENT SHUT DOWN AND (9 CONCEALMENT REMOVAL WITH CROWN CASTLE PROJECT PM AND Z J CARRIERS. CONTRACTOR TO PROVIDE SCHEDULE THAT Q MINIMIZES DOWN TIME FOR CUSTOMER SYSTEMS. TEMPORARY CO POLES OR COWS MAY BE REQUIRED DURING THE INSTALLATION — w ao'-o" OF THE NEW CONCEALMENT AND MODIFICATIONS. X in W .__I Q zOOz . Oow OOz - O S ") Q Qo 0C~o � U ti co 0 D O co m • PROJECT No: 37516-0026.003.7700 DRAWN BY: B.M.S. DESIGNED BY: R.M.F. CHECKED BY: DATE: 3-2-2016 0" -- i . a •., - MONOPOLE PROFILE POLE ELEVATION 0 N ©Copyright 2016,by Paul J.Ford and Company, All Rights Reserved.This document and the data contained herein,is proprietary to Paul J.Ford and Company,issued in 8T-6" TOP PLATE T T ® pr our writtenpermissionof Paul J.Fordd the and Company,be reproduced,copied or used for any purpose other than the i'- NEW BULKHEAD PLATE intended use far this specific project. BH1 w■ r, co 111 Q p N 84'-D" _ N Q J m CIL ANTENNA NEW ANTENNA CONCEALMENT DIAMETER NOT TO • 0 5r/'1 ce EXCEED 30"o.COLOR OF CONCEALMENT SHALL un.Zvi m LJ J LU MATCH EXISTING POLE.CONTRACTOR TO COMPLETE NEW CONCEALMENTQ. 3 p SITE VISIT TO CONFIRM COLOR OF EXISTING POLE SHROUD(ROUND) '0C- E 1 Q ZQ 810 ----_ 11-- PRIOR TO FABRICATION AND INSTALLATION JGU U U BULKHEAD T Tri M0• -� D NEW BULKHEAD PLATE ZZ BH2 CD. 11 NEW CONCEALMENT Nin cNv 11 SPINE PIPE 3XS .� v W NEW CONCEALMENT O H. (ASTM A53-B-35) j, m i FLANGE STIFFENER q FSt(TYP.) ) a 4, o Ct o NEW CONCEALMENTFLANGE PLATE FP1 © d 0 / N a ri I,I\ NEW BULKHEAD PLATE ANTENNA 11 BH3 (TYP.) 75'-0BULKHEAD&EXISTING _ BASE POLE FLANGE PLATE EXISTING BASE POLE NEW CONCEALMENT TOP FLANGE SPINE r n 73'-3" ell z J 72'_0" I ' SECTION F= Q C/L ANTENNA0 (PROPOSED ANTENNA FIT) X W 71'-0" LJJ F Q CIL ANTENNAw .. Z 0 C Z 69'-0" CIL ANTENNA pow xv„ EXISTING CONCEALMENT Z (TO REMAIN IN PLACE) O O z Nominal Actual O Q < 66'-D" I €11 Antenna Antenna Model QUANTITY Centerline Height,in Depth,in Width,inCoax Model QUANTITY Elevation,ft CIL ANTENNA *;�.*, Elevation,ft Diameter,in Diameter,in RR65-18-04DP 3 84 56 2.75 8 LDF7-50A 6 - 84 1 5/8 1.98 aO EXISTING BASE POLE RRH2X40-AWS RDEM 3 73 27.8 11.9 17 CR 50 1070 6 7/8 1.09 U to - "z°;` DC6-48-60-18-8F 1 71 24 11 11 FB-L98-002-XXX 1 70 3/8 0.44 — 0) r z RV4PX310R-V2 3 70 99.7 8.2 13.8 WR-VG865T-BRD 2 3/4 0.98 U— co RRH4X25-WCS 3 66 34.7 11.3 13.2 FB-L98B-035-XXX 1 1/4 0.345 Q *k TT19-08BP111-001 1 62 9.9 5.4 6.7 FB-L98-002-XXX 1 3/8 0.44 64 WR- G 82 62'-0" RV4PX310R-V2 3 99.7 8.2 13.8 NOTE:COAXLAYOUTAND FIT IS THEORETICAL. ACTU7/8 LAYOUT AND FIT 2 CO ...- _ .f_______- Tf19-08BP111-001 2 60 9.9 5A 6.7 CR 501070 6 7/8 1.09 C/LANTENNA RRH2X601900 3 20.08 7.2 11.2 DC6-48-60-18-8F 1 24 11 11 MAY VARY PENDING EXISTING CONDITIONS. NOTE:ALL ANTENNA DIMENSIONS HAVE BEEN PROVIDED BY CROWN CASTLE. A 1-1/2"SPACING 60 0" ® BETWEEN THE SPINE AND ANTENNA HAS BEEN ASSUMED. CIL ANTENNA PROJECT No: 37516-0026.003.7700 DRAWN BY: B.M.S. DESIGNED BY: R.M.F. CHECKED BY: DATE: 3-2-2016 -1 - 56`3" CONCEALMENT �__ ELEVATION DETAILS PARTIAL ELEVATION 0 N S-3 ©Copyright 2016,by Paul J.Ford and Company, _ – All Rights Reserved.This document and the data contained herein,is proprietary to Paul J.Ford and Company,issued in strict confidence and shall not,without the prior written permission of Paul J.Ford and Company,be reproduced,copied or used for any purpose other than the intended use for this specific project. TYP.ABOVE AND NEW BULKHEAD PLATE w m 01/• 1/4 , ypop � 3/8 , BELOW BULKHEAD BH3 Q N E Lo m NEW BULKHEAD PLATE NEW BULKHEAD PLATE BH1 BH2 g0' Cg III ti N TYP. `o Q =w • 1 O O Z N • • • COAX • NEW CONCEALMENT Q n CO g 1-�� FLANGE PLATE FP1 ' E Q U = ��•111111, "� SOS !i• N� N N A• 6Z. O W ' f– NEW CONCEALMENT w m wui ' FLANGE STIFFENER FS1 \ IIIIV411114 � . 441111 • NEW CONCEALMENT SPINE. NEW CONCEALMENT SPINE. U SEE SHEET S-3 FOR SIZE. SEE SHEET S-3 FOR SIZE. oN a NEW CONCEALMENT SPINE. (4)3/Co A325 BOLTS.TIGHTEN SEE SHEET S-3 FOR SIZE.-- BOLTS PER AISC"TURN OF THE NUT"METHOD. SECTION 1 SECTION 2 SECTION 3 EL.87'-6" S-4 S-4 EL.81'-0" EL.75'-0" S"F vs J Z J J NOTE:CONTRACTOR TO VERIFY BASE POLE Q TOP FLANGE CENTER OPENING.IF FLANGE IS FOUND TO HAVE A SOLID CENTER,TRIM TO 10" y J W I.D.AS NEEDED FOR COAX FITUP. X/ Q (4)7/8"e HOLES Z 0 ° o NEW CONCEALMENT ON 12"t B.C.F.V. Q Z 0 OO W _ SPINE i 2"THK.x 15"o FLANGE _ � , ,li 0111 PLATE(LD.=10") 1/2" 1" Z O 41. 114 , O L 2 1 ��p, • O C Q NEWNGE SCONCEALMENTTIFFENER / FLA �i I (— FS1 I Q O U Pm. 1/4, _________ It O m z N NEW CONCEALMENT � 4 1/2" FLANGE PLATE FP1 r FLANGE CONNECTION (4 FLANGE PLATE MK-FP1 CONCEALMENT FLANGE STIFFENER MK-'FS1 S_^'f (1 REQUIRED)(ASTM A36) (4 REQUIRED)(Fy=36 KSI) PROJECT No: 37516-0026.003.7700 DRAWN BY: B.M.S. DESIGNED BY: R.M.F. CHECKED BY: t DATE: 3-2-2016 _ CONCEALMENT FLANGE DETAILS 0 ni o S-4 N ©Copyright 2016,by Paul J.Ford and Company, All Rights Reserved.This document and the data contained herein,is proprietary to Paul J.Ford and Company,issued in strict confidence and shall not,without the prior written permission of Paul J.Ford and Company,be reproduced,copied or used for any purpose other than the intended use for this specific project. fl '±U 0>-= o LLZ�j n (J)J w J •0 E < Q U` _m0 U 0 ce 2'-5 5/8"e MAX INCLUDING 1 1/2" 2'-5 5/8"e MAX INCLUDING am h i (6)0.505"e HEX HOLE TO INSTALL 1/4"RING PLATE 1/4"RING PLATE -O N Et 5/16"-18 AEHS-518-312 HEX RIVET Q ,-, NUT(EQUALLY SPACED) (4)7/8"e HOLES o 4" O Uj r \ J R1"(TYP.) ON 12"t B.C.F.V. co CO _._...._.........__.........._._.__-._4-. __ _ - ----- &-, NEW HEX RIVET NUT J NEW HEX RIVET NUT �-E N _.__------- (TYP.) (TYP.) . + u4 ,n 1/4"RING PLATE V (A36) HOLE FOR PIPE 3X5 � • N a2'-5 5/8"e MAX INCLUDING (4* 1/4"RING PLATE \1 f n TYP. __, 1/4 , (bill' V V 41111 10 NEW HEX RIVET NUT 1/4 , \ J (TYP.) Q •41 Opip U-1 3/4"THK. W • K aim 0 3/4"THK. \�� 1. _ co 0 m ILI (12)0.505"e HEX HOLE TO INSTALL " of - _. Z F-- 5/16"-16AEHS-518-312 HEX RIVET O O NUT(CENTER ON EACH SPOKE) C , 1- (6)0.505"0 HEX HOLE TO INSTALL Z 5/16"-18 AEHS-518-312 HEX RIVET = 0 NUT(EQUALLY SPACED) OCn Ct oEsi _ < ((nn3/4" C o 0 o I L. r ....----- ---...........o--- - .._......-•0 �---....L ,,T I- 1/4"RING PLATE 1/4"RING PLATE < 1. 6- r-- ' 6 ' (A36) (A36) U co in BULKHEAD PLATE MK-BH1 BULKHEAD PLATE MK-BH2 BULKHEAD PLATE MK-BH3 �- co (1 REQUIRED)(ASTM A36) (1 REQUIRED)(ASTM A36) (1 REQUIRED)(ASTM A36) 0 O m PROJECT No: 37516-0026.003.7700 DRAWN BY: B.M.S. DESIGNED BY: R.M.F. CHECKED BY: DATE: 3-2-2016 _ BULKHEAD DETAILS 0 Vi N S-5 .- 2 (0 Copyright 2016,by Paul J.Ford and Company, All Rights Reserved.This document and the data contained herein,is proprietary to Paul J.Ford and Company,issued in strict confidence and shall not,without the prior written permission of Paul J.Ford and Company,be reproduced,copied or used for any purpose other than the intended use for this specific project. W prs) E N J " M U• .N Cle V U 0}=0 LLZ6 'N a F:ii � • 3 _l M 0 0 IU 0 ri 4O Z N r Z r, a.coa? Q v? h c`:;', a N Q LI. °72 OW � o ilECo d N w Ct N N i.o a C , in EXISTING CONCEALMENT EXISTING CONCEALMENT EXISTING CONCEALMENT V u-) a SHROUD(ROUND) SHROUD(ROUND) SHROUD(ROUND) '._, tt .„,.„--` 1 / \} V /-''''' , / / LLJ __I D \ \ '141-://l � Oo �ANTENNA „4 f � 3 \`'`,.,f� ANTENNA N.,!!"-' I ANTENNA (TYP.) (TYP.) I (TYP.) O Z Z = a EXISTING BASE POLE EXISTING BASE POLE EXISTING BASE POLE O _ Q 0 I I SECTION 1 SECTION 2 SECTION 3 v o ro- (PROPOSED ANTENNA FIT) G,1 S-66 C_ (PROPOSED ANTENNA FIT) (PROPOSED ANTENNA FIT) S- .. . O U J Uco 0 It O m - PROJECT No: 37516-0026.003.7700 DRAWN BY: B.M.S. DESIGNED BY: R.M.F. CHECKED BY: DATE: 3-2-2016 ANTENNA AND TME DETAILS U cc; S-6 ©Copyright 2016,by Paul J.Ford and Company, MODIFICATION INSPECTION NOTES: 9. INSPECTION AND TESTING All Rights Reserved.This document and 9.1. ALL WORK SHALL BE SUBJECT TO REVIEW AND OBSERVATION BY CROWN CASTLE'S REPRESENTATIVE AND CROWN MI CHECKLIST the data contained herein,is proprietary 1. GENERAL CASTLE'S AUTHORIZED INDEPENDENT INSPECTION AND TESTING AGENCY. to Paul J.Ford and Company,issued in 1.1. THE MODIFICATION INSPECTION(MI)ISA VISUAL INSPECTION OF TOWER MODIFICATIONS AND A REVIEW OF 9.2. INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS ARE STILL REQUIRED WHEN THE EOR PERFORMS CONSTRUCTION/INSTALLATION INSPECTIONS strict confidence and shall not,without the CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN SUPPORT SERVICES DURING CONSTRUCTION. REPORT ITEM prior written permission of Paul J.Ford ACCORDANCE WITH THE CONTRACT DOCUMENTS,NAMELY THE MODIFICATION DRAWINGS,AS DESIGNED BY THE EOR. 9.3. OBSERVED DISCREPANCIES BETWEEN THE WORK AND THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE AND TESTING REQUIRED(COMPLETED BY EOR) and Company,be reproduced,copied or 1.2. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE CONTRACTOR AT NO ADDITIONAL COST. PRE-CONSTRUCTION used for any purpose other than the MODIFICATION DESIGN ITSELF,NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN. 9.4. AN INDEPENDENT QUALIFIED INSPECTION/TESTING AGENCY SHALL BE SELECTED,RETAINED AND PAID FOR BY intended use for this specific project. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR CROWN CASTLE FOR THE SOLE PURPOSE OF INSPECTING,TESTING,DOCUMENTING,AND APPROVING ALL WELDING X MI CHECKLIST DRAWINGS o AT ALL TIMES. AND FIELD WORK PERFORMED BY THE CONTRACTOR. X EOR REVIEW •• ro 1.3. ALL MI'S SHALL BE CONDUCTED BY A CROWN CASTLE ENGINEERING VENDOR(AEV)OR ENGINEERING SERVICE 9.4.1. ACCESS TO ANY PLACE WHERE WORK IS BEING DONE SHALL BE PERMITTED AT ALL TIMES. • VENDOR(AESV)THAT IS APPROVED TO PERFORM ELEVATED WORK FOR CROWN CASTLE. 9.4.2. THE INSPECTION AGENCY SHALL SO SCHEDULE THIS WORK AS TO CAUSE A MINIMUM OF INTERRUPTION TO,AND X FABRICATION INSPECTION G uo E N _ J - M 1.4. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET,IT IS VITAL THAT THE GENERAL CONTRACTOR(GC)AND COORDINATE WITH,THE WORK IN PROGRESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE X FABRICATOR CERTIFIED WELD INSPECTION � N 8 � • THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED.IT IS EXPECTED WORK SCHEDULE WITH THE TESTING AGENCY.THE CONTRACTOR SHALL ALLOW FOR ADEQUATE TIME AND � -o N THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. IF CONTACT INFORMATION IS NOT ACCESS FOR THE TESTING AGENCY TO PERFORM THEIR DUTIES. X MATERIAL TEST REPORT(MTR) 0>-=k.' F_ Q KNOWN,CONTACT YOUR CROWN CASTLE POINT OF CONTACT(POC). 9.5. THE INSPECTION AND TESTING AGENCY SHALL BE RESPONSIBLE TO PERFORM THE FOLLOWING SERVICES AND NA FABRICATOR NDE INSPECTION 3 r n ce 1.5. REFER TO ENG-SOW-10007:MODIFICATION INSPECTION SOW FOR FURTHER DETAILS AND REQUIREMENTS. INSPECT THE FOLLOWING ITEMS IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS.THE TESTING AGENCY Z w a V! J SHALL INSPECT ITEMS ON THIS LIST AND OTHER ITEMS AS NECESSARY TO FULFILL THEIR RESPONSIBILITY.THE NA NDE REPORT OF MONOPOLE BASE PLATE(AS REQUIRED) •Q V` O 2. MI INSPECTOR TESTING AGENCY SHALL UTILIZE EXPERIENCED,TRAINED INSPECTORS INCLUDING AWS CERTIFIED WELDING X PACKING SLIPS '�.. ` Q 2.1. THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A PO FOR THE MI TO,AT A MINIMUM: INSPECTORS(CWI). INSPECTORS SHALL HAVE THE TRAINING,CREDENTIALS,AND EXPERIENCE APPROPRIATE FOR CC o 2.1.1. REVIEW THE REQUIREMENTS OF THE MI CHECKLIST. AND COMMENSURATE WITH THE SCOPE AND TYPE OF INSPECTION WORK TO BE PERFORMED. ADDITIONAL TESTING AND INSPECTIONS: G U0 U 2.1.2. WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING FOUNDATION 9.6. GENERAL O o INSPECTIONS. 9.6.1. PERFORM PERIODIC ON-SITE OBSERVATION,INSPECTION,VERIFICATION,AND TESTING DURING THE TIME THE g Z 0 ce 2.1.3. THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GC INSPECTION AND TEST REPORTS,REVIEWING THE CONTRACTOR IS WORKING ON-SITE,AGENCY SHALL NOTIFY CROWN CASTLE AND THE EOR IMMEDIATELY WHEN CONSTRUCTION a V a)a'. Z DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS,CONDUCTING THE IN-FIELD INSPECTIONS,AND FIELD PROBLEMS OR DISCREPANCIES OCCUR. X CONSTRUCTION INSPECTIONS CD Q SUBMITTING THE MI REPORT TO CROWN CASTLE, 9.7. FOUNDATIONS AND SOIL PREPARATION-(NOT REQUIRED) ao *= 2 9.8. CONCRETE TESTING PER ACI-(NOT REQUIRED) NA FOUNDATION INSPECTIONS "N Cr 3. GENERAL CONTRACTOR 9.9. STRUCTURAL STEEL NA CONCRETE COMP.STRENGTH AND SLUMP TESTS 00 v O W 3.1. THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEIVING A PO FOR THE MODIFICATION 9.9.1. CHECK STEEL ON THE JOB WITH THE PLANS. INSTALLATION OR TURNKEY PROJECT TO,AT A MINIMUM: 9.9.2. CHECK MILL CERTIFICATIONS.CALL FOR LABORATORY TEST REPORTS WHEN MILL CERTIFICATION IS IN NA POST INSTALLED ANCHOR ROD VERIFICATION UM m V) 3.1.1. REVIEW THE REQUIREMENTS OF THE MI CHECKLIST. QUESTION. Mw 3.1.2. WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING 9.9.3. CHECK GRADE OF STEEL MEMBERS,AND BOLTS FOR CONFORMANCE WITH DRAWINGS. NA BASE PLATE GROUT VERIFICATION o o to ' FOUNDATION INSPECTIONS. 9.9.4. INSPECT ALL STRUCTURAL BOLTS SHALL BE FIELD INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC NA CONTRACTOR'S CERTIFIED WELD INSPECTION N CL L 0 0 = 3.1.3. BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS. 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS',DEC.31,2009. EARTHWORK:PROVIDE PHOTO DOCUMENTATION OF EXCAVATION N a 3.1.4. THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE 9.9.5. INSPECT STEEL MEMBERS FOR DISTORTION,EXCESSIVE RUST,FLAWS AND BURNED HOLES. NA QUALITY AND COMPACTION REQUIREMENTS OF THE MI CHECKLIST AND ENG-SOW-10007. 9.9.6. CHECK STEEL MEMBERS FOR SIZES,SWEEP AND DIMENSIONAL TOLERANCES. X ON SITE COLD GALVANIZING VERIFICATION 9.9.7. CHECK FOR SURFACE FINISH SPECIFIED,GALVANIZED. 4. RECOMMENDATIONS 9.9.8. CHECK THAT BOLTS HAVE BEEN TIGHTENED PROPERLY. NA GUY WIRE TENSION REPORT 4.1. THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND 9.9.9. PRIOR TO ANY FIELD CUTTING THE CONTRACTOR SHALL MARK THE CUTOUT LINES ON THE STEEL AND THE X GC AS-BUILT DOCUMENTS EFFECTIVENESS OF DELIVERING AN MI REPORT: INSPECTION/TESTING AGENCY SHALL VERIFY PROPOSED LAYOUT,LOCATION,AND DIMENSIONS.THE 4.1.1. IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE,PREFERABLE 10,TO THE MI INSPECTION/TESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY. NA MICROPILE/ROCKANCHOR INSTALLER'S DRILLING AND INSTALLATION C.9 n `.J INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED. 9.10. WELDING: LOGS AND QA/QC DOCUMENTS z J 4.1.2. THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. 9.10.1. VERIFY FIELD WELDING PROCEDURES,WELDERS,AND WELDING OPERATORS,NOT DEEMED PREQUALIFIED,IN ADDITIONAL TESTING AND INSPECTIONS: — Q 4.1.3. WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY ACCORDANCE WITH AWS D1.1. F-- GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS. 9.10.2. INSPECT FIELD WELDED CONNECTIONS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED AND WITH AWS 4.1.4. IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION D1.1. POST-CONSTRUCTION C W INSPECTIONS TO ALLOW FOUNDATION AND MI INSPECTION(S)TO COMMENCE WITH ONE SITE VISIT. 9.10.3. APPROVE FIELD WELDING SEQUENCE. X MI INSPECTOR REDLINE OR RECORD DRAWING(S) X Q 4.1.5. WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY 9.10.4. A PROGRAM OF THE APPROVED SEQUENCES SHALL BE SUBMITTED TO CROWN CASTLE BEFORE WELDING DEFICIENCIES CORRECTED DURING THE INITIAL MI,THEREFORE,THE GC MAY CHOOSE TO COORDINATE THE MI BEGINS. NO CHANGE IN APPROVED SEQUENCES MAY BE MADE WITHOUT PERMISSION FROM CROWN CASTLE. NA POST INSTALLED ANCHOR ROD TARGET TENSION LOAD TESTING w J CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS 9.10.5. INSPECT WELDED CONNECTIONS AS FOLLOWS AND IN ACCORDANCE WITH AWS D1.1: REFER TO MICROPILEIROCK ANCHOR NOTES FOR SPECIAL INSPECTION O Ui z ON SITE. 9.10.5.1. INSPECT WELDING EQUIPMENT FOR CAPACITY,MAINTENANCE,AND WORKING CONDITIONS. NA AND TESTING REQUIREMENTS. 0Z 9.10.5.2. VERIFY SPECIFIED ELECTRODES AND HANDLING AND STORAGE OF ELECTRODES FOR CONFORMANCE TO 5. CANCELLATION OR DELAYS IN SCHEDULED MI SPECIFICATIONS. X PHOTOGRAPHS L.L. O z 0 • 5.1. IF THE GC AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE CONDUCTED,AND EITHER PARTY 9.10.5.3. INSPECT PREHEATING AND INTERPASS TEMPERATURES FOR CONFORMANCE WITH AWS D1.1. ADDITIONAL TESTING AND INSPECTIONS: _ CANCELS OR DELAYS,CROWN CASTLE SHALL NOT BE RESPONSIBLE FOR ANY COSTS,FEES,LOSS OF DEPOSITS 9.10.5.4. VISUALLY INSPECT ALL WELDS AND VERIFY THAT QUALITY OF WELDS MEETS THE REQUIREMENTS OF AWS 1- AND/OR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME 01.1.OTHER TESTS MAY ALSO BE PERFORMED ON THE WELDS BY THE TESTING AGENCY IN ORDER FOR O Z 0 0 (E.G.TRAVEL AND LODGING,COSTS OF KEEPING EQUIPMENT ON-SITE,ETC.). IF CROWN CASTLE CONTRACTS THEM TO PERFORM THEIR DUTIES FOR THIS PROJECT. NOTE:X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT O DIRECTLY FOR A THIRD PARTY MI,EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAY/CANCELLATION IS 9.10.5.5. SPOT TEST AT LEAST ONE FILLET WELD OF EACH MEMBER USING MAGNETIC PARTICLE. NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT7 CAUSED BY WEATHER OR OTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. 9.10.5.6. INSPECT FOR SIZE,SPACING,TYPE AND LOCATION AS PER APPROVED DRAWINGS. OCO 9.10.5.7. VERIFY THAT THE BASE METAL CONFORMS TO THE DRAWINGS. < _ 6. CORRECTION OF FAILING MI'S 9.10.5.8. REVIEW THE REPORTS BY TESTING LABS. CD CD 6.1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI("FAILED MI"),THE GC SHALL WORK WITH CROWN CASTLE TO 9.10.5.9. CHECK TO SEE THAT WELDS ARE CLEAN AND FREE FROM SLAG. COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: 9.10.5.10. INSPECT RUST PROTECTION OF WELDS AS PER SPECIFICATIONS. O 6.1.1. CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT 9.10.5.11. CHECK THAT DEFECTIVE WELDS ARE CLEARLY MARKED AND HAVE BEEN ADEQUATELY REPAIRED. ti DOCUMENTS AND COORDINATE A SUPPLEMENT MI. 9.10.5.12. FULL PENETRATION WELDS IN THE VICINITY OF THE BASE OF THE TOWER ARE REQUIRED TO BE 100%NDE Uociin 6.1.2. OR,WITH CROWN CASTLE'S APPROVAL,THE GC MAY WORK WITH THE EOR TO RE-ANALYZE THE INSPECTED BY UT IN ACCORDANCE WITH AWS D1.1. MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION. 9.10.5.13. PARTIAL PENETRATION AND FILLET WELDS IN THE VICINITY OF THE BASE OF THE TOWER ARE REQUIRED TO LL ti BE 50%NDE INSPECTED BY MP IN ACCORDANCE WITH AWS D1.1. CIct O 7. MI VERIFICATION INSPECTIONS 9.11. REPORTS: 0 7.1. CROWN CASTLE RESERVES THE RIGHT TO CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND 9.11.1. COMPILE AND PERIODICALLY SUBMIT DAILY INSPECTION REPORTS TO CROWN CASTLE. O CO COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTION(S)ON TOWER MODIFICATION PROJECTS. 9.11.2. THE INSPECTION PLAN OUTLINED HEREIN IS INTENDED AS A DESCRIPTION OF GENERAL AND SPECIFIC ITEMS OF 7.2. ALL VERIFICATION INSPECTIONS SHALL BE HELD TO THE SAME SPECIFICATIONS AND REQUIREMENTS IN THE CONCERN. IT IS NOT INTENDED TO BE ALL-INCLUSIVE. IT DOES NOT LIMIT THE TESTING AND INSPECTION CONTRACT DOCUMENTS AND IN ACCORDANCE WITH ENG-SOW-10007. AGENCY TO THE ITEMS LISTED.ADDITIONAL TESTING,INSPECTION,AND CHECKING MAY BE REQUIRED AND 7.3. VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT AEV/AESV FIRM AFTER A MODIFICATION SHOULD BE ANTICIPATED.THE TESTING AGENCY SHALL USE THEIR PROFESSIONAL JUDGMENT AND PROJECT IS COMPLETED,AS MARKED BY THE DATE OF AN ACCEPTED"PASSING Mr OR"PASS AS NOTED MP REPORT KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE CONTRACTOR'S PERFORMANCE TO DECIDE WHAT OTHER FOR THE ORIGINAL PROJECT. ITEMS REQUIRE ADDITIONAL ATTENTION.THE TESTING AGENCY'S JUDGMENT MUST PREVAIL ON ITEMS NOT SPECIFICALLY COVERED.ANY DISCREPANCIES OR PROBLEMS SHALL BE BROUGHT IMMEDIATELY TO CROWN 8. PHOTOGRAPHS CASTLE'S ATTENTION. RESOLUTIONS ARE NOT TO BE MADE WITHOUT CROWN CASTLE'S REVIEW AND SPECIFIC 8.1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS,AT A MINIMUM,ARE TO BE TAKEN AND WRITTEN CONSENT.CROWN CASTLE RESERVES THE RIGHT TO DETERMINE WHETHER OR NOT A RESOLUTION IS PROJECT No: 37516-0026.003.7700 INCLUDED IN THE MI REPORT: ACCEPTABLE. DRAWN BY: B.M.S. 8.1.1. PRECONSTRUCTION GENERAL SITE CONDITION 9.11.3. AFTER EACH INSPECTION,THE TESTING AGENCY WILL PREPARE A WRITTEN ACCEPTANCE OR REJECTION WHICH 8.1.2. PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION WILL BE GIVEN TO THE CONTRACTOR AND FILED AS DAILY REPORTS TO CROWN CASTLE.THIS WRITTEN ACTION DESIGNED BY: R.M.F. 8.1.3. RAW MATERIALS WILL GIVE THE CONTRACTOR A LIST OF ITEMS TO BE CORRECTED,PRIOR TO CONTINUING CONSTRUCTION, 8.1.4. PHOTOS OF ALL CRITICAL DETAILS AND/OR LOADING OF STRUCTURAL ITEMS. CHECKED BY: 8.1.5. FOUNDATION MODIFICATIONS 9.11.4. THE TESTING AGENCY DOES NOT RELIEVE THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS. DATE: 3-2-2016 , 8.1.6. WELD PREPARATION THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICIAL CONTRACT • 8.1.7. BOLT INSTALLATION AND TORQUE DOCUMENTS.THE TESTING AGENCY WILL NOT REPLACE THE CONTRACTOR'S QUALITY CONTROL PERSONNEL. 8.1.8. FINAL INSTALLED CONDITION • 8.1.9. SURFACE COATING REPAIR 8.1.10. POST CONSTRUCTION PHOTOGRAPHS MI CHECKLIST 8.1.11. FINAL INFIELD CONDITION 8.1.12. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. 8.1.13. THIS IS NOT A COMPLETE LIST OF REQUIRED PHOTOS,PLEASE REFER TO ENG-SOW-10007. o o o S-7 N