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Plans (86) i M EC'EI ,�� 'VEIL 2�t&t fi �, /Your world.Delivered. WES TOWER EC 1 0 2013 CITy C Tr"-,A�® —PROJECT CONSULTANTS: COMMUNICATIONS 1' L 1t➢ �..�'/ Your world. Delivered. �A a BUILD4011/10 0 DIVISION WESTOWER 1 COMMUNICATIONS CITY,'' � ,�,_OF ITi _PLANS PREPARED BY: DURHAM Approved,Igk:l.'� L�'�1Conditionally Approved.........L � , (FFYr COP �-• eowroen�.INC . �,.� eeaiwe ew,No•,w . 16295 SW 85TH AVENUE See Letter to:Follow....«..........••[ 1 16929 WOODINVILLE•REDMOND RD NE,SUITE 210 Not to exceed Attached.�,R d - wooDINVILLE,WA 00072 PHONE:425.497.1732 FAX 425.481.1734 Per Regulatory/Estee TIGARD, OR 97224 Pennitxumber. d 4 t' EMAIL: «I�CON»I•m».prILI1 WASHINGTON COUNTY Add Ivy e `� PROPRIETARY INFORMATION _PROJECT IN O: �ro�{NaRc�M By: �Eax: Date: Z 'Z P R 5 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION NOTE: DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR PER INITIAL RFDS DATED 07-2313 Ar-roved DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T PR52 t'Cir^ roved rSlans WIRELESS,LLC.SERVICES IS STRICTLY PROHIBITED. DURHAM nh site 16295 SW 85TH AVENUE VICINITY MAP GENERAL LOCATION MAP PROJECT TEAM DRAWING INDEX TIGARD,OR 97224 ` , I n I , —"v— WASHINGTON COUNTY e 1 ; 4_•60,1 I DWG. DESCRIPTION ! • I , ,!.1:1 ti$,)i .4 APPLICANT: TOWER OWNER NO. —ISSUED FOR: I I _--_moi J ! " ; ') AT&T MOBILITY CORPORATION SPRINT USA T-1 TITLE SHEET +'— --::-.1.:,„;-4,-j.. I '.14,74.-,,-.4-1:i _ J !( M 19801 SW 72ND AVENUE 6560 SPRINT —;I . yM,y �7, +,r - t. ( G-1 GENERAL NOTES CONSTRUCTION i • _� ____ i ., TUALATIN,OR 97062 OVERLAND PARK,KS 86251I- i -- � --- II f• I : .4wuz a i • I ft NATHAN DUNN (888)211 4727 A-1 SITE PLAN ` y �It� , ,1 1 I t. A-1.1 ENLARGED SITE PLAN —REV::DATE.�ISSUED FOR 8Y:— I •Kim l.� , I I q'; II I i • ,' (503)550-1154 SITE LOCATION �(,:{ nd192w0aB.lxxn PROJECT LEAD: A-2 EXISTING&PROPOSED NORTH ELEVATIONS a k :1- PROJECT ENGINEER CHRIS LISTFJELD A-3 DETAIL SHEET I - \ CORNERSTONE ENGINEERING,INC. (�)412-0479 RF-1 EXISTING 8 PROPOSED ANTENNA PLANS I ; 'f^ jyaeava a ��. �INVILLE-REDMOND RD N.E.STE210 GiSffjeid®wesfdwer.00m 18928 WO 4au SITE LOCATION --cw fii,A, .in-•_ WOODINVILLE WA 98072 1`Tipad---' —J 4s. ��.,I MARK W OLSON,P.E. CONSTRUCTION MANAGER: I II • 1- 1 SI r----.1 PH:(425)487-1732 AT&T MOBILITY CORPORATION �c a� yk'�g FAX (425)487-1734 NANCY HORSTMANN �0 08-22-13 CONSTRUCTION DMO i - • r I I • 7# � a (503)475-2832 I_ l PROJECT CONSULTANTS: nEI1CY horstmenn�gm�com aq 08-14-13 CLIENT REVIEW DMO I �� WESTOWER COMMUNICATIONS,INC. ' • °Q'`' 7' I I '. 7525 SE 24TH ST,SUITE 500 SITE ACQUISITION/ZONING: MERCER ISLAND,WA 98040 EAGLE CONSULTINGin ' e —DRAWN BY:=CHK: APV.: .1 L ! -1, I y 4/ 1750 DELTA WATERS RD#102-326 I DMO I MWO I MWO 1 ).- p', „�4•> ,, PROPERTY OWNER: MEDFORD,OR 97604 • } CURRENT ISSUE DATE: .0.4-41.4 N+r : COLUMBIA CABLE OF OREGON(COMCAST) ALLEN POTTERS Q$-22��S sqv- .�a:.� �, C a�r.a�` �I �.� 1- BEAVERTON,14200 SW IORD97201COURT arpotter�ea9leconsuMinQl�.com (360)688-3188 AT&T RF ENGINEER: _LICENSURE: PIERO ROVANI APPROVAL/SIGN OFF OF CD'S DRIVING DIRECTIONS (971)832-4574 pr3252@att.com `b, INF. CONSULTANT GROUP SIGN OFF DATE SIGNATURE FROM AT&T MOBILITY IN TUALATIN,OR: S 74599PE CONSTRUCTION COORDINATOR DEPART SW 72ND AVE TOWARD SW SAGERT ST �! LANDLORD'S REPRESENTATIVE TURN RIGHT ONTO SW SAGERT ST - OREGON TURN RIGHT ONTO SW MARTINAZZI AVE PROJECT MANAGER TURN RIGHT ONTO OR-1411SWBOONES FERRY RD PROJECT INFORMATION PROJECT DESCRIPTION RkWov Sftzlrf SITE ACQUISITION TURN LEFT ONTOTURN LEFT TO ASW 85 H AVE/ SW DURHAM RD 'EXPIRATION DATE 12/31/141 D ARRIVE AT 16295 SW 85TH AVE,PORTLAND,OR 97224 CODE INFORMATION: MAP&TAX LOT NUMBERS: • REMOVE AND REPLACE(3)PANEL ANTENNAS —DRAWING INFORMATION: ZONING CLASSIFICATION:I-P 2S114AA00300 AT&T SIGN OFF DATE SIGNATURE CONSTRUCTION TYPE:TELECOMMUNICATIONS DO NOTSCALEDRANDAD DONTRAc7ORMUSTVERIFY OCCUPANCY:UNOCCUPIED AREA OF PARCEL: ALL DIMENSIONS AND ADVISE CONSULTANTS OfANY RF ENGINEERERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS JURISDICTION:CITY OF TIGARD 128,125 SQ.FT. DRAWWG ARE SUPERSEDED BY THE LATEST REVISION. PROPOSED BUILDING USE:TELECOMM (0.65 ACRES) THEINFORMATXN4CONTAINEDINTHISSET OF EORDISLOSURTB NNE IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS OPERATIONS PROJECT AREA: STRICTLY PROHIBITED. SITE LOCATION(BASED ON NAD 83): 1284 SQ FT(EQUIPMENT SHELTER) DRAWING TITLE: COMPLIANCE LATITUDE: 45.24'8.5"N(45.4023) CONSTRUCTION MANAGER LONGITUDE: 12 °45'55.3'W(122.7653) NEW IMPERVIOUS AREA: TOP OF STRUCTURE: 399'-0"AGL(1A-12118/05) 0 SQ.FT. TITLE SHEET BASE OF STRUCTURE: 30'-0`AMSL(ASSUMED) DRAWING NUMBER PROJECT MANAGER LEGAL DESCRIPTION GENERAL INFORMATION: 1.PARKING REQUIREMENTS ARE UNCHANGED.(NON ASSIGNED TECH PARKING) T 1 0 NOT PROVIDED 2.TRAFFIC IS UNAFFECTED. REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO 3.SIGNAGE IS PROPOSED. EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED CEI JOB NUMBER: 13-13087 1. GENERAL NOTES: GENERAL NOTES(CONED): STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS NC ARCONDTONNG MAX MAXIMUM 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL `�- OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE MFR MANUFACTURE �"� at&t MATERIALS,EQUIPMENT,LABOR,AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN 2. STRUCTURAL STEEL DESIGN.FABRICATION AND ERECTION(NCLUDING FIELD WELDING,HIGH BLDG BUILDING MGR MANAGER ,-------.,.......„,f - '_Ji PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING'AS-BUILT DRAWING SEP•HAVING STRENGTH FIELD BOLTING,EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE DU( BLOCKING MN MINMUM ��,./�/ INDICATED AN ORIGNAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL BASED ON THE A.I.S.I.•SPECIFIC AEON FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS 2 PRIOR TO THE SUBMISSION OF BIDSCONTRACTORS INVOLVED SHALL VISIT THE JOB SITETO REBAR.INTHE EVENT POST TENSION SLAB SOLUTION ISPRESENT,CONTRACTOR SHALL INCLUDE STRUCTURAL STEEL FOR BUILDIGS'LATEST EDMON.SUPERVISION SHALL BEINACORDANCE B.O.S. BOTTOM OF STEEL �.- Your world.Delivered. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE WITH IBC 2012 CHAPTER22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. NIA NOT APPLICABLE CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT ANCHORING OCCURS. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT DOCUMENTS TD VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE RESULTS. CLR CLEAR N.8. NEARSIDE ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, 26. GENERAL 8 SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FORM CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: GOND CONCRETE =PROJECT CONSULTANTS: ARCHITECT/ENGINEER VERBALLYAND IN WRITING. TIES SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURE CONST CONSTRUCTION O.C. ON CENTER SHALL BE:PAW DUR CORP.METAL LOCKING TIES MODEL NO.MLT4S-CP UNDER BERES-304(OR TYPE OF MEMBER CONT CONTINUOUS O.D. OUTSIDE DIAMETER 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION EQUAL).PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA WA ON OVERHEAD AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB A WOE FLANGE SHAPE ASTM A992,Fy 50 K81 DEL DOUBLE ARE SHALL NOT EXCUSE SAID CONEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR NTRACTOR FROM COMPLETINGTHEE PROJECT AND DESIGN CRITERIA: C. PIPB. E COLUER MNS PLATES AND ROD ASTM A38,Fy 36 KSI DAN DIAMETER PLCS ASTM A53,Fy 35 KSI D DIAGONAL PLYWD PLYWOOD WES TOWER IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL D. STRUCTURAL TUBING ASTM MOO,Fy 48 KSI DN DOWN PROD PROJECT COMMUNICATIONS BEAR THE RESPONSIBILITY OF NOTIFYING TN WRITING)THE ARCHITECTIENGINEER OF ANY THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING E. ANCHOR BOLTS ASTM A307 DET DETAL PROP PROPERTY CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL.N CODE 2012 WITH OREGON STRUCTURAL SPECIALTY CODE AMENDMENTS(OSBC 2010) F. CONNECTION BOLTS ASTM A325 DWG DRAWING PSF POUNDS PER SQUARE FOOT THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE PSI POUNDS PER SQUARE INCH =PLANS PREPARED BY: WORK,UNLESS DIRECTED OTHERNISE. DESIGN LOADS: 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A1231A123M-00. EA EACH PT PRESSURE TREATED DESIGN DATA FOR CITY OF TIGARD,OR EL ELEVATION 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT 5. ALL WELDING SHALL BE IN CONFORMANCE WITH ALS.I.AND AWS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS COMI�TiTONG DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION -ROOF SNOW LOAD N/A(NOTA ROOFTOP SOLUTION) PERFORMED BY WAB.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUALJFED EQ EQUAL REQ REQUIRED `� ENGINEERING,INC. MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 60 REINFORCING BMS(IF EQUIP EQUIPMENT RM ROOM PORTIONS OF THE WORK UNDER THE CONTRACT, -BASIC WIND SPEED 95 MPH(3 SEC GUST) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RD ROUGH OPENING REINFORCING BARS TF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING EXT EXTERIOR 18928 WDODINVILLE RETMOND RD NE,SUITE 210 E. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO -WIND EXPOSURE B WITHIN 4'OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE WOODINVILLE,WA 98072 MAEUFACTURER'SNENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET PHONE:425487.1732 FAX:425487.1734 CODES OR ORDINANCES TAKE PRECEDENCE. FLUOR FLUORESCENT SIM SIMILAR CODE o9l�aome48onaenpr.[»m CODE COMPLIANCE: 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLIT FLUOR SPEC SPECIFICATION WWW,CORNFRSTONE-ENGRCOM 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL COLD-FORMED STEEL F.S. FAR SIDE SF SQUARE FOOT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE FRAMING SHALL CONFORM TO THE A.1.5,1.'SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SB STAINLESS STEEL =PROJECT INFO: SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND CURRENTEDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORMES. - STEEL STRUCTURAL MEMBERS.' STL STEEL LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE GA GAUGE STRUCT STRUCTURAL AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. CODES. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(N4 DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SOFT SQUARE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION BUILDNG/DWELLINGCODE 2011 OREGON RESIDENTIAL SPECIALTY CODE(2006 IRC) GRAD GROUND SO IN SQUARE INCH PR52 DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE STRUCTURAL CODE 2010 OREGON STRUCTURAL SPECIALTY CODE(2008 IBC) 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 579'DIA.ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET ISA VALID CONIRACTCOCUMENT PLUMBING CODE 2011 OREGON PLUMBING SPECIALTY CODE(2006 UPC) UNLESS NOTED OTHERWISE. DURHAM ONLY IF THE TITLE SHEET IS STAMPED FOR CONSTRUCTION'AND EACH SUM'FS_SIVE SHEET MECHANICAL.CODE 2010 OREGON MECHANICAL SPECIALTY CODE(2008 INC.2009 IFGC) HORZ HORIZONTAL THK THICK BEARS THE ARCHITECT'S SIGNED WET STAMP. ELECTRICAL CODE 2011 OREGON ELECTRICAL SPECIALTY CODE(2008 NEC) 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN 8 CONSTRUCTION HR HOUR THIS) TFIROUGH FIRE/LIFE SAFETY CODE 2010 OREGON FIRE CODE SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. HT HEIGHT PING TINNED 16295 SW 85TH AVENUE 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ACCESSIBILITY CODE 2010 OREGON STRUCTURAL SPECIALTY CODE,CHAPTER 11 HVAC HEATING VENTILATION T.D. TOP OF ALTERED BY THIS CONSTRUCTION:PROJECT UNLESS NOTED OTHERWISE. ENERGY CODE 2010 OREGON STRUCTURAL SPECIALTY CODE.(2009 IECC) 10. ALL WELDS TO BE 1M'FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.0.S. TOP OF STEEL TIGARD,OR 97224 TYP TYPICAL 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHALL FACLRY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE 11. TOUCH UP ALL FIELD DRILUNG AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH PAINT)OR I.D. INSIDE DIAMETER WASHINGTON COUNTY APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY AND OR PROJECT SITE. NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. APPROVED EQUAL IN INCH UNO UNLESS NOTED OTHERWISE INFO INFORMATION ISSUED FOR: 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN INBUL INSULATION VERs VERTICAL 2-A OR 2-A1CIBC WITHIN 75 PT TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONCRETE NOTES: TOWER/POLE NOTES: INT INTERIOR VIE. VERIFY IN FIELD PF_ET CONSTRUCTION. IBC NTERNATIONALLBUILDNGCODE CONSTRUCTION J 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH .. 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W) WITHOUT I EASEMENTS,PAVING,CURBING ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK 2. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH AVP WATER PROOF LREV::DATE: ISSUED FOR: BY.- CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTIONCHAPTER 19 OF THE IBC 2012 CXURI STRENGTHS AT 28 DAYS AND MIX TEA SHALL BE AS FOLLOWS. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND ' ON OR ABOUT THE PROPERTY. FUTURE ANTENNAS.ANTENNA COAX CABLES ME TO BE SUPPORTED AND RESTRAINED AT TYPE OF CONSTRUCTION 28 DAY STRENGTHS WIC MINIMUM CEMENT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS, 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONTENT 70 RATIO 9 0 x 0 CHIN-LIK FENCECONTRUCTIONANDDISEF ALL DIRT,DEBRIS,ANDUBBI CONTRACTOR SHALL REMOVE APION GRADE PER CUBIC YARD ABBREVIATED ROOFTOP SAFETY PROCEDURES R RATE o o a D r WOOD FENCEON NONPO MANIG ONBRPROPERTY HPCENSITSHALL E: TOPPING BLABSg CENTERLINE IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. CONCRETE PIERS 3,1100 PSI LS.45 512 SACKS (WHEN APPLICABLE): - 7 7 - TELEPHONE (E) EXISTING p p POWER 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH B.ALL STRUCTURAL.CONCRETE 4,000 PSI <_.45 612 SACKS GROUND WIRE CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE EXCEPT WALLS (AS PER'ACCIDENT PREVENTION PROGRAM'-BY PERMISSION OF WREN CONSTRUCTION,INC.-133/01/90) 40kDETAL NUMBER aux COAXIAL CABLE CONSTRUCTION DRANSNG31CCNTIRACTDOCIIMENTB. C.CONCRETE WALLS 4,0PSI 4-45 612 SACKFALLL PROTECTION METHODS AND EQUIPMENT ® SHEET NUMBER 00 QO 08.22-13 CONSTRUCTION DMO 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID ROOF TOP INSTALLATIONS DISTURBING NORMAL BUSINESS. CEMENT SHALL BE ASTM 0150,PORTLAND CEMENT TYPE!UN.O. 1. FOR WORK IS BEING PERFORMED WITHIN 25 OF AN UNPROTECTED ROOF EDGE,THE 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE SPECIAL INSPECTIONS: Q 08-14-13 CLIENT REVIEW DMO CLIENT AS ADDITIONAL INSURED.AND CUENT PROOF OF LICENSE(S)AND PEA PD INSURANCE. PROCEDURES OF CONCRETE PLACEMENT. MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2012 SECTION 1704. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRMNED WITH 2 SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E.,BACKING UP [CURRENT DWN BY:-CHK.: APV: AN AIR-ENTRAINING AGENT CONFORMING TO ASTM 0280,C494,0618,C989AND 01017.TOTALAR TOWARDA ROOF EDGE,ETC.)OR UNSAFE ACTMTES.THE SAFETY MONITOR MUSTBE ON THE SOILS/GEOTECHNICAL: DMO I MWO I MWO 17. CAUTIONI CALL BEFORE YOU 13161 BURIED UTILITIES POST IN THE AREAAND UTILITY INFORMATION CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904,2.1 OFTHE IBC 2112. SAME ROOFAND WITHIN VISUALAND VERBAL DISTANCE OFTHE CONSTRUCTION WICERS. ❑SHORING INSTALLATION AND MONTORINGSHOWN MAY NOT BE COMPLETE.CONTACTTHE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WIThIN 8'OR LE880FAN UNPROTECTED ❑OBSERVE AND MONITOR EXCAVATION ISSUE DATE: 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811 5. REINFORCING STEEL SHALL CONFORM TO ASTM M815(INCLUDING SUPPLEMENT S1),GRADE 80, [LICENSU 1_H0,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLYSO NOTED ON THE DRAWINGS SHALLBE ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LNE. ❑VERIFY SOIL BEARING psf BEARING08-22-13 18. CONTRACTORTO DOCUMENTALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMITTO CLIENT GRADE40,1IP40,000PSI.GRADE80REINFORCINGBARSIDICATEDONDRAWINGSTOBEWELDED ❑SUBSURFACE DRJNAGFIACEMENT ALONG WITH REDLINED CONSTRUCTION SET. SHALL CONFORM TO ASTM ATN.REINFORCING COMPLYING WITH ASTM A615(61)MAYBE WELDED 4, SAFETY UNE SHIVA BE MINIMUM M'DIAMETER NYLON,WITH A NOMINALTENSILE STRENGTH OF ❑VERIFY FILL MATERIAL AND COMPACTION ONLY IFMATERIAL PROPERTY REPORTS INDICATNG CONFORMANCE WITH WELDIG PROCEDURES 5'400 LBS. ❑VERIFY CONDITIONS AS ANTICIPATEDRE: 19, CONTRACTORTO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP OIEDLINING)THE SPECIFIED IN AWE.D14 ARE SUBMITTED. 5. SAFETY LINE SHALL BE ATTACHED TO MEMBER OF THE STRUCTURE, ❑PILE PLACEMENT(AUGER CAST/DRIVEN PILE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPONI COMPLETION. 6. REINFORCING STEEL SHALL BE DETAILED TNCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH DOTHER Ee� ACI 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS ORA 8. SAFETY LINE LENGTH SHALL BE SETALLOWING CONSTRUCTION WORKER TO REACH EDGE OF 4-41.3, I NE¢,k1' 20. FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID MINIMUM OF 2111.PROVIDE CORNER BARS ATALL WALL AND FOOTING INTERSECTIONS.LAP ROOF,BUT NOT BEYOND. REINFORCED CONCRETE: �f,� WALK CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'.LAP ADJACENT MATS OF Qy 74536H'E WELDED WIRE FABRIC A MINIMUM OF B'AT SIDES AND ENDS. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. ❑REINFORCING STEEL AND CONCRETE PLACEMENT to ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY A8 �� REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 9. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL ❑BATCH PLANT INSPECTION / NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: ❑SHOTCRETE OREGON 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTMA615,GRADE 80,fy�80,OW ❑GROUTING 9 � y� w 22. ANY SLIESTRUTIONSOFMATERIALS AND/OR EQUIPMENT,MUST BEAPPROVED BYCLIENT PSI. NSPECTIONOFCONSTRUCTION AREA FOR HAZARDS ❑OTHER �ir W. Off' CONSTRUCTION MANAGER. USE OF AN INSPECTION CHECKLIST 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS EXPIRATION DATE:12/31/14 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMESVA-WAS SPECIFICALLY SO DETAILED OR APPROVED BY THECONSULTANT. REPORTING AND DOCUMENTING ANY HAZARDS STRUCTURAL SI IEL: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL REPORTING HAZARDS TO THE SAFETY COM4ARTEE FOR CONSIDERATION ❑FABRICATION AND SHOP WELDS =DRAWING INFORMATION: COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BEM FOLLOWS: POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN ❑ERECTION AND FIELD WELDS AND BOLTING INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 3. RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY 0OTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR FOOTINGS AND OTHER UNFORMED REPRESENTATIVE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. SURFACES,EARTH FACE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS REFER T O ROOFTOP WORK AREA SAFETY PROTOCOL (46 BARS OR LARGER) 2' DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED FORMED SURFACES EXPOSED (45 BARS OR SMALLER) 1 12' NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION STRUCTURAL ALUMINUM: - (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE TO EARTH OR WEATHER THE INFORMATIONRBYCNTTU E.IN THIS SET OF DOCUMENTSLOSURE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN 3/4. REFERENCED OSHA REGULATIONSTANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, ❑FABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR D CUES IS APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS,TEXTURES,AND EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP CONTRACTORSMUBCAMRACTORS ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK 11. SLABS AND WALLS(INTERIOR FACE) 29 CFR 1928.500-SCOPE,APPLICATION,AND DEFINITIONS ❑OTHER STRICTLY PROHIBITED. FASTENERS IN ALL FRP CONSTRUCTION,WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 29 CFR 1926.501-DUTY TO HAVE FALL PROTECTION r DRAWING TITLE; CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 12. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 19 CFR 1928.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, STRUCTURAL MASONRY: CONSTRUCTION COORDINATOR AND ARCHITECT PRIOR TO FABRICATION ANDCONSTRUCTION. 13. ANCHOR BOLTS TO CONFORM TO ASTM A307. ❑CONTINUOUS GENERAL NOTES 14. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE OPERIODIC MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED 0 OTHER DRAWING NUMBER: RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED(3,000 PSI MINIMUM). OTHER: STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE 15. ALL EXPANSION ANCHORS TO BE HILT!BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO STRUCTURE HEIGHT>75'PER IBC 1704.5 CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. ANCHORING TO CONCRETE: 1 '//�� 7 1 0 ❑BOLTS INSTALLED IN CONCRETE ♦/ OPOST-INSTALLATION ADHESIVE ANCHORS ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER: 13-13087 THIS IS NOTA SURVEY ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING �� DRAWINGS AND ARE APPROXIMATE. I � a`O t I (� I =�Yourworld.Delivered. • (E)BUILDING III /" (E)BUILDING = -PROJECT CONSULTANTS: ligi/OVA 0001115P • h I� WES TOWER ,-,--X (e.'` ;', - COMMUNICATIONS " ' p j1��1 \F PLANS PREPARED BY: f(E)t99'-0"LATTICE TOWER I �COa IVIiSTON! i / I 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 I WOODINVILLE,WA96972 PHONE:426.487.1792 PAX 428!157.1734 _ fL 1 PROPERTYLINE(±222.9' \ III II / EMAIL: ceI com«emneenprcom K "Ir "'13'-�( `� _. \\ ,. t` WMV.CORNERSTONE-ENOR.COM r � a _4-IIIHIHIM111IInIi_-��__ /_ I '. ` wr _ _ ,,724\..\\,: /, , j PROJECT INFO: iv, - ll IIIIIIIIIIIIIIIt / :-L-,:.:',,,,,-:-,_=..„ 0 �� _ (E)BUILDING R. ' j�/ '� _ PR52 R C = _ .. ,i '•` j, i 1 rf l` SITE ACCESS DURHAM Ti b� (E)BUILDING = % l',t��- 7, , z I - - - 1111• 1:1\111;t111//\:07 /I I i 11 16295 SW 85TH AVENUE LI J - TIGARD,OR 97224 l I I ° TL#2S114AA00300 = + 1,7 WASHINGTON COUNTY p — ±28,125 S.F. _ �� `1 I I I II /#' -ISSUED FOR: • • x - / D + _ ossACRES = �'ll �,�� CONSTRUCTION • (- _ LIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII+ A= r,- _.- t °� ',or,- , _REV::DATE=ISSUED FOR: BY:- - C(E)PARKING _ \ i-TI 1 1 1 1 1 1 I7 f `_ -"'i o' C(E)PARKING %�// II\V6- SII /h 11``VVV.a• SITE ACCESS rll 1111/k -_-_- -----...-----1.,, \. f/ / (E)BUILDIN Li\ ,I L I I 1 f/�j \I / �\`' 2 ::::: ::::: DMOrt DMO PROPERTY LINE{t222.9) '^v'� ads �/ / \ ., '/// �\ _ =�� W -DRAWN BY:=CHK.: APV.: i '` 5; \... €1i :, : •_ ��/r!!` + \`\\\` t \,\\'-:.....--,--- - /�7, \''`` "--_ MWO ✓`" r, tti ' I E: REIATE : (E)TREE(TYP} / 110 4 t i I',\\\\ 08-22-13 l .-LICENSURE: I OW I _`y'4 appINE )4S4B 1 _ _ _ _ _ _ 1 ' ? �k ”'• telt.: — — — — — _ — I IERPIRATION DATE=12131/141 -DRAWING INFORMATION: 1 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY I ALL DIMENSIONS AND ADVIE CONSULTANTS OF ANY ERRORS MD OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED 8i THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 1 STRICTLY PROHIBITED. DRAWING TITLE: SITE PLAN I I v DRAWING NUMBER: i 1 PLAN NORTH A-1 0 SITE PLAN 1 CEI JOB NUMBER: 13-13087 22x34 SCALE:1"=20'-0" 111x17 SCALE:1"=40'-0" NOTE: SEE RF-1 FOR ANTENNA PLAN at&t _ __ ,�_ _ PROPERTY LINE(1222.9') _ Your world.Delivered. REPLACEMENT UM'' • ( • (E)LTE ANTENNA PANEL ANTENNA — PROJECT CONSULTANTS: 1 AJ LIIII,LJ Ili•Ai6dYI6J111111II1111II11111IIIIIIIfIIIIIII!(IIIIIIIIIf111111III IIII(IIIIIIIIIIIIIi o vA, (E)RRU(TYP) I s s y �' \ _ (E)199'-0"LATTICE TOWER WESTOWER • (E)OTHER CARRIERS FENCED ••° � • "*.�� 4 - COMMUNICATIONS I EQUIPMENT ENCLOSURE • ;•• \ "'�•; - (E)CONCRETE SLAB C TOWER BASE qP,' q . '' `""►• PLANS PREPARED BY: i • 'lei: A 1 „.•"14.•%•:•• + bQ '(E)PANEL �" ,�`I" – [ 01111 1..� • O•�.,L ' ANTENNA ,:' (E)LTE ANTENNA ;:: 4 _ 18528 WOODINVILLEREDMOND RD NE,SUITE 210 •t•' i*: / •♦ — WOOD84VILLE,WA YBO72 . �, = PHONE:4264087.1732 FAX:.96AS7.1734 • �•'.;: " EMAIL aiMComerAonsaSccam � 1" •: REPLACEMENT `••'�`' ♦. WYVYI.CORI4ERSTONEENOR.COM I UMTS PANEL ANTENNA \° _PROJECT INFO: AI• '�^* – —REPLACEMENT UMTS i,;.:& ♦ -- PANEL ANTENNA Q f (E)ICE BRIDGE W/(12)1 .. (E)LTE ANTENNA �� DURHAM I 5/8"0&(12)7/8"0 COAX s>S' (E)PANEL ANTENNA • •:':•' 16295 SW 85TH AVENUE I • • • = TIGARD,OR 97224 �;�; - WASHINGTON COUNTY III II I 1 - ,.. I • - _ !ISSUED FOR �l I – – r I • _ L CONSTRUCTION I w I - -- (E)CHAIN-LINK FENCE ^J Z - W/BARB WIRE _REV::DATE:=ISSUED FOR. BY:- 11 I • a. F. • • - • - • - I • - - (E)AT&T EQUIPMENT SHELTER - (E)BUILDING QO 08-22-13 CONSTRUCTION DMO I - -QA 08-14-13 CLIENT REVIEW DMO I = = DRAWN BY:—CHK: APV.: I DMO I MWO I MWO I = = CURRENT ISSUE DATE: 08-22-13 I = _ -LICENSURE: – 0.0 PA: 1• .4111. 4!I I I I I I I I I!I I I I I I I I I I IJ I I I I j - oRE' 'EXPIRATION DATE 12/31/141 – "'DRAWING INFORMATION: I = DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DAIENSIONS AND ADVISE CONSULTANTS OFANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. " I ;, _ THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE • = OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS – STRICTLY PROHIBITED. • - [DRAWING TITLE: I I- TM • - = ENLARGED SITE PLAN - I (E)BUILDING = DRAWING NUMBER: -FI IIIIIIIIIIIIIIIIIIII111111111111I111111IIIIII111111IIIII11111IIIIJIIIIIIi11+IIIIIIIIIPLAN NORTHA- 1 0 ENLARGED SITE PLAN 22x34 SCALE:1/4"=1'-0" 111x17 SCALE:1/8"=1'-0" CEI JOB NUMBER: 13-13087 NOTE: PAINT PROPOSED ANTENNAS TO MATCH EXISTING CONDITIONS 411.80 --......_..----,,Yourat&t Not to exceed world.Delivered. Per Regulatory/Estee :1 -PROJECT CONSULTANTS: SREPLACEMENT UMTS WESOWER PANEL ANTENNA (1 PER SECTOR,TOTAL OF 3)0 COMMUNICATIONS (E)UMTS PANEL ANTENNA TO [ I BE REMOVED/REPLACED —PLANS PREPARED BY: (1 PER SECTOR,TOTAL OF 3) CCORN�IiTONi Ant TOP OF(E)LATTICE TOWER TIP HEIGHT OF(E)PANEL ANTENNAS TOP OF(E)LATTICE TOWER _ TIP HEIGHT OF(E)PANEL ANTENNAS 1E0 WOODINVLLE FIEDMOND RD NE,SUITE 210 72 t99'-0"AGL I W' t99'-0"AGL� 1► ' WOOD 7 1732E F WA 8825. t99'0"AGL �1/, t9W 0'AGL PHONE:42E487,1732 FAx 425.487.1734 Palk] ' RAD CENTER OF(E)&PROPOSED PANEL ANTENNAS A L_ /. , RAD CENTER OF(E)PANEL ANTENNAS AL EMAIL cel6mmentoreengom, - WWW.CORNERSTONE-ENGR.COM , '•,. t95'A"AGL „•E \ t95'-0'AGL 11` . a `` �. =PROJECT INFO: (E)PANEL ANTENNA �-(E)LTE PANEL ANTENNA (E)PANEL ANTENNA 'w�I' g wry ::-:(E)LTE PANEL ANTENNA I/ v, ti ►. PR52 11111b41.11 (E)RRU(7YP) "� (E)RRU(TYP) DURHAM ��I �1- 1r4. � 'I► (E)OTHER CARRIERS ANTENNA ARRAY '-1►e' (E)OTHER CARRIERS ANTENNA ARRAY �' 16295 SW 85TH AVENUE 111 „►,II TIGARD,OR 97224 /I WASHINGTON COUNTY lig , - FOR: , ISSUED 111 [REV::DACONSTRUCTION I��1� JI , TE:—ISSUED FOR: BY (E)99 0"LATTICE TOWER (E)99-0"LATTICE TOWER / \` \ ff 08-22-13 CONSTRUCTION DMO ki (E)COAX ROUTED ON (E)COAX ROUTED ONFACE OF TOWERFACEOFTOWER 08 14-13 CLIENTREVIEW DMO � —DRAWN BY:—CHK.: APV.: DMO I MWO 1 MWO 0\4Nh.� CURRENT ISSUE DATE: �� [LICENSU08-22-13 RE: (E)BUILDING �I P (E}BUILDING �, • &E(1I2)nEBRvI COAX/(12)1 5!8"4J (E)ICE BRIDGE W/(12)1 5/8"0 `g� � I"ems , _ f ' &(12)7/8"0 COAX 74338PEIra ' __' (E)AT&T EQUIPMENT SHELTER -" (E)AT&T EQUIPMENT SHELTER O Odd O? P'ii /—(E)CHAIN-LINK FENCE (E)CHAIN-LINK FENCE I2N DArE 12131n4I W/BARB WIRE I W/BARB WIRE =DRAWING INFORMATION: ,�,� .—. '‘10,, "" DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY J .- I - -•-- I ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ,.: ;,..'- ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS • gtMAN4 l ` `._ DRAWING ARE SUPERSEDED BY THE LATEST REVISION. • ' ,.. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS a ;t" .,. m. '•f I ,,< € 2 IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE GRADE(REF) a. GRADE(REF)dk 0'-0"(ASSUMED) 0'-0"(ASSUMED) OTHER THAN WHICH IS RELYPROEDTODCLIENT IS STRICTLY PROHIBITED. DRAWING TITLE- . EXISTING&PROPOSED NORTH ELEVATIONS -DRAWING NUMBER: A-2 0 PROPOSED NORTH ELEVATION 2 EXISTING NORTH ELEVATION 22x34 SCALE:1/8'=1'-0" 11x17 SCALE:1/16"=1'-0" 22 1' x34 SCALE:1/8"= -0" 111x17 SCALE:1/16"=1'-0' CEI JOB NUMBER: 13-13087 ei t} STANDARD MOUNTING KIT �� a`&l NO. PART NAME QTY -✓ Your world.Delivered. 1 FIXED CLAMP 4 2 HEX.CAP BOLT,M8 4 3 PLAIN WASHER,M8 8 ,, ! HEX.NUT,MB 8 1 -PROJECT CONSULTANTS: NOTE: 40111111P ALL CONNECTION COMPONENTS WES TOWER ARE STAINLESS STEEL 304 ASTM A276-304 MATERIAL COMMUNICATIONS PLANS PREPARED BY: E )° t9 0 ' 18928 WOODINVILLE-REDMOND RD NE,SURE 210 VYOODINVILL 72 `;tli PHONE:425.487.1732E FAX,WA 425.487.1734 , EMAIL: cel8comBrMlonB9ncaom WWW.CORNERSTONEENGR.COM —PROJECT INFO: ' NOT USED NOT USED 10 NOT USED 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS -111x17 SCALE:NTS PR52 DURHAM 2"-3"O.D. PIPE MAST I 16295 SW 85TH AVENUE TIGARD,OR 97224 WASHINGTON COUNTY ANTENNA [R ::DATE: ISSUEDFOR ISSUED FOR:CONSTRUCTION: BY:0 . O \` ,Ill �; III 1 Ihl` QO 08-22-13 CONSTRUCTION DMO A08-14-13 CLIENT REVIEW DMO —DRAWN BY:=CHK.: APV.: DMO I MWO I MWO CURRENT ISSUE DATE: KATHREIN ANTENNA ATTACHMENT 8 NOT USED 7 NOT USED 6 NOT USED 5 [ 08-22-13 22x34 SCALE:1"=1'-0" 111x17 SCALE:1/2"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS _LICENSURE: y^�p' 111 314" 6" �`y�r_ 4:1P14:N9Np8 d1 4538E OREGON ��'W"�a� Slzz(r3 IE70'IRATION DATE:12/31/141 DRAWING INFORMATION: DO NOT SCALE DRAWNGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANT^OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. 1 11 " DRAWING TITLE: FRONT SIDE BACK DETAIL SHEET [DRAWING NUMBER: rn ANTENNA: TOP f KATHREIN 800 10765 A-3 0 NOT USED 4 NOT USED 3 NOT USED 2 ANTENNA DETAIL 22x34 SCALE NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" CEI JOB NUMBER: 13 13087 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE-PER INMAL RFDS-DATED 07-23-13 SECTORX AZIMUTH RAD CENTER NUMBER VEMDOR MODEL ESC' MECH.ELT RET TMA NUMBER FEEDER TYPE FEEDER PLACEMENT DIPLEXED ANTENNAS ELT FEEDERS LENGTH — GSM 850atatt 16' 98'-0' 1 KAP-REIN 800.10121 4' Cr YES - 2(E) 1 118'-0' FACE OF TOWER NO ��.,.y/ GSM 1900 2' YES (2)C972223.08 2(E) 7I8' UMTS 060 +6' 99•-" + KATHREIN 800.10786 r r YES 2(E) 1 ES 118'-0' FACE OFTOWER YES ---....o." .. - Your world.Delivered. UNT81800 U11-U9 S• ETB1908-12UB YES (2) LIE 700 0' 98'-0- 1 POWERWAVE P85-17-XLH-RR r 0' YES - 1(E) FIBER 118' FACE OF TOWER NO FUTURE 2(E) 7113' 100'-0' FACE OF TOWER ' BECTORY MEM RAD CENTER NUMBER OF VENDOR MODEL Em MECH.TiLT RET TNA FEEDER TYPE NUMBER OF FEEDER PROJECT CONSULTANTS: .� ANTENNAS ELT . FEEDERS LENGTH PLACEMENR OPLExEO GSM 860YES UMTS 138° 98'-0` 1 KATHREIN 800-10121 Cr YES - 2(E) 1 5/8" t113'-0• FACE OF TOWER NO N/E1g TOWER GSM 1900 Q• YES (2)CS72993.03 2(E) 718' 138' WIMP 1 KATHREIN 800-10715 0' 2(E) t 618' 1113,0* FACE OF TOWER YES UMTS 1900 4• YES (2)ETB1908-12UB U8-119 COMMUNICATIONS LTE 700 120' 98'-0' 1 KMW AM-x.CD-1e-85A3T 12' 2' YES - 1(E) FIBER 1117-0• FACE OF TOWER NO FUTURE 2(E) 7/13• 100'-0' FACE OF TOWER .—PLANS PREPARED BY: NUMBER OF ELEC. NUMBER OF FEEDER SECTOR Z AZIMUTH RAD CENTER VENDOR MODEL MECH.ELT RET TNA FEEDER TYPE PLACEMENT DIPLEXED ANiEN11AS ELT FEEDERS LENGTH GSM 850 - _,-. CC)FINCRSTON@ pIN EERINp,INC. 255" 93'-0• 1 KATHREIN 800.10121 2' 0' YES 2(E) 1 118'-0' FACE OF TOWER NO GENII= 0' YES (2)camas 08 2(E) 7/8' 18828 WOODINVILLE-REDMOND RD NE,SUITE 210 UMTS 850YES UMTS 1900 LL .WA 90:172 255• 913'-0" 1 KATNREIN 600<10765 r Cr YES (2)ETB19G8.12UB 2(E) 1518' 11 B'-0' FACE OF TOWER US-113 PHONE. 25.487YES 7732E FAX 425.481.1134 EMAIL: 0eI cameiipneengr.cam LTE 700 240' 93'-0• 1 KMW AMX-CD-18A505T 8' 0' YES - 1(E) FIBER 118'-0' FACE OF TOWER NO WWW,OORNERSTONE-ENGRCOM FUTURE I 2(E) I 7/9' 100'-0' FACE OF TOWER PROJECT INFO: SCHEDULES 22x34 SCALE:NTS 11x17 SCALE:NTS 3 PR52 DURHAM Not to exceed o SECTOR SECTOR "X'LTE SECTOR 16285 SW 85TH AVENUE TIGARD,OR 97224 Per Regulatory/Estee .X. WASHINGTON COUNTY —ISSUED FOR: q 2I (E)LTE ANTENNA CONSTRUCTION J (E)LTE ANTENNA TO REMAIN TO REMAIN _REV:-DATE:=ISSUED FOR: BY.— REPLACEMENT UMTS ANTENNA 11111 (E)UMTS ANTENNA TO BE REMOVED/REPLACED - ',S . • . S ,.;*-1 ,./ (E)ANTENNA TO REMAIN Ci. /. (E)ANTENNA TO REMAIN ., \ :.e-/ saisi (E)t99'-0"LATTICE TOWER - + I� (E)t99'-0'LATTICE TOWER /� MU e/ e'/ QO 08-22-13 CONSTRUCTION DMO e QA 08-14-13 CLIENT REVIEW DMO ', p 4' 4p,t oTki. , "'DRAWN BY:=CHK.: APV.: 4r +`I* �� r DMO I MWO 1 MWO (E)ANTENNA TO REMAIN 'r• �t` (E)ANTENNA TO REMAIN � [CURRENT ISSUE DATE: ''_ (E)LTE ANTENNA TO REMAIN / (E)LTE ANTENNA '� TO REMAIN 08-22-13 i y� I LICENSURE: �� 4114/1„, H 255' 4� r+' I // REPLACEMENTiii INET tis," REPLACEMENT ;' SECTOR �� (E)UMTS ANTENNA TO 1'2" 074630PER* UMTS ANTENNA (E)UMTS ANTENNA TO �`' BE REMOVED/REPLACED UMTS ANTENNA // �� BE REMOVED/REPLACED '1 SECTOR �'.+� SECTOR a // '' -(E)ANTENNA TO REMAIN "'Y (E)ANTENNA TO REMAIN IE1PIIunoN DATE:12131/14/ s —DRAWING INFORMATION: {E)LTEANTENNA fie . _ �'+ Qui DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ,` �_� SECTOR (E)LTE ANTENNA " . ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY TO REMAIN .Y-UMTS TO REMAIN ♦ 10 ERRORS OMISSIONS. PREVIOUS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS �'7" IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE °7 OTHER THAN WHICH IS RELATED TO NAMED CUENT IS Zal STRICTLY PROHIBITED. -'\1 SECTOR DRAWING TITLE: P" EXISTING&PROPOSED ':, SECTOR ANTENNA PLANS ' "Z"LTE :0-'\1 *. DRAWING NUMBER: s PLAN NORTH PLAN NORTH R r r 1 ' PROPOSED ANTENNA PLAN 2 EXISTING ANTENNA PLAN i `1 V CEI JOB NUMBER: 13-13087 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:114"=1'-0' _ 22x34 SCALE:112"=1'-0" 111x17 SCALE:114"=1'4"