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Report 2),UP0 1- O3o s'd Date. February 17, 2011 CROWN A C J E Michael Murray Crown Castle J L Crown Castle 2000 Corporate Drive 5350 North 48th Street, Suite 305 Canonsburg, PA 15317 Chandler, AZ 85226 (724) 416-2000 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Carrier Site Number: PW11 Carrier Site Name: Washington Square Crown Castle Designation: Crown Castle BU Number: 879570 Crown Castle Site Name: WASHINGTON SQUARE MALL Crown Castle JDE Job Number: 149309 Crown Castle Work Order Number: 385711 Engineering Firm Designation: Crown Castle Project Number: 385711 Site Data: 9585 SW Washington Sq Rd, TIGARD, Washington County, OR Latitude 45°2T 10.7", Longitude -122°46'41.6" 75 Foot- Monopole Tower Dear Michael Murray, Crown Castle is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 385711, in accordance with application 114379, revision 0. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC1: Existing + Reserved + Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and local code requirements based upon a wind speed of 85 mph 3-second gust and Exposure Category C. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Castle appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Alex Mrkajic, Engineer I / RJ Respectfully submitted by: , 5.O PROFES � NGINEF9 s/O 83094PE �r Kenton C. Weber, P.E. //7/1( Engineering Supervisor / OREGON RISA Tower Report-version 5.•.' 6 N C. I. CTT O11Hf GAR � ,416amisiggio Approved.. - - Yw .De Conditionally ApDelivered. See Letter to:Fol , Attached ] -PROJECT CONSULTANTS: /� Your world. Delivered. Permit Number:' s 01 .! A•, • 51& .. 1/rA.: v GoodmanNetworks ft)By: —. ��'�. Date: --,Mil ., .. . PLANS PREPARED BY: WASHINGTON SQUARE � 3� �� l"\I"••I.I"O.IMO. 9585 SW WASHINGTON SQUARE ROAD OFFICE COPY 1092D YQODINVILLE-RED MOND RD NE.SUITE 218 WCODINVILLE,WA 921072 PHONE:425.47.1702 F,4:126.47.1784 TIGARD, OR 97223 EMAIL: «ICI ne-mar. WAW.COR NE RSTONEENOR.COM WASHINGTON COUNTY PROPRIETARY INFORMATION -PROJECT INFO: PW11 PW" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T WASHINGTON SQUARE CROWN CASTLE #879570 WIRELESS,LLC.SERVICES IS STRICTLYPROHIBfED. 9585 SW WASHINGTON SQUARE ROAD VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX TIGARD.WASHINGTON COUNTY . ., s' . ' 3 ' %74. .t- F.1: ;�i • t E• 1F• i = , , tI APPLICANT: PROPERTY OWNER: DWG. -ISSUED FOR: d.: s .: ,: DESCRIPTION -] ` i #•. '' AT&T MOBILITY CORPORATION ESS VRS NO.• i 144.E: -. •� il'•- '- ....•. 18221 NE 72nd WAY,RTC 3 2795E COTTONWOOD PKWY,STE 400 r CONSTRUCTION I ... • LAKE CB- L ?' :• �':� i�r. _+��II + +r .A REDMOND,WA 98052 G-1 GENERAL NOTES _REV:=DATE:—ISSUED FOR: BY._ I ,4 �' ,'�. •,., a ; ;�. ` .a.Y -{._'T.'�.�:�: uI TOWER OWNER q ---- - .. .:,.T• A-1 SRE PLAN Y PRSIE LOCATION 41. ;s:,w ;c.. 'c1 4•,K '`i- gTiQN??1 fCORNERSTONE ENGINEERING,INC. -2 EXISTING 6 PRi :;Y. . 4 ry - .x,14 p.. ,, r.•. 16928 WOODINVILLE-REDMOND RDNE.SURE210 REDMOND,REDMONDWA98052 t .I- ��,awI�. w>. WOODINVILLE,WA PROJECT MANAGER DETAIL SHEET f I � �.!--.' - . �''" `••:• r r'N "!�' ,Y.-.:; :o...:...� ; ... � {. � A•3.1 DETAIL SHEET ' MARK W OLSON,P.E. t 1 . •oar...\ _ Et•,�'r _ 4•d+9�a r;,': WENOY LONG RF-1 EXISTING&PROPOSED ANTENNA PLANS • ■ ` PH: 425 487-1732 wr 3 y r 1 � ( ( ) (206)321-1118 { r; • '• FAX:(426)487-1734 E-1 SCHEMATIC GROUNDING PLAN 1 iw s, ,•• l•I t..• ; .. q�;� $, • '.;_ I • wlongagoodmannetwaks.com E-2 GROUNDING DETAILS LS, 03-28-11 CONSTRUCTION JRF• :'; +a.rs� ,�. +�� o„� : 'wjr �`" PROJECT CONSULTANTS: CONSTRUCTION MANAGER:• y ~h: '� s !1•' t .. } 3a4Mr;►, GOODMAN NETWORKS TAI IRISH Qp 0317-11 CLIENT REVIEW DMO r•I I 'I -A t r' ti a�.•.. ', .•_ ! ,o,.;, 8815 122ND AVE.NE (972)259.0373 * JJ�4i"`+�•ti-. i.-.� ..• •f18` '4 ♦1r :+i c ; KIRKLAND.WA 98033 glrish&goodmannelwarks.com -DRAWN BY:—CHK.: ARV.. ` I p ' .C.4,4,...- �',JA r• ''. ' i - SITE ACQUISITION: DMO I BMH I MWO i+ CODE INFORMATION: C •• �' .--. - -.- 1•.� • r+`i ! 1... f N• .\r\ GEORGE PIERCE i % 7 4-i-.....- ,.... - i` r,s•• •, r mew►. ... I • - - +""1 ZONING CLASSIFICATION:MUC CURRENT ISSUE DATE: •f ' 't • i;' :.- K �+ BUILDING CODE:IBC 2009 (206)408 5117 03-28-1 1 Z r} •'11 t'. '!!•' 1.•,', :ie•' ►r•4.,.. 9Werce@rykaconsuning.com t• a-rs' •,, «!iM+>ti,• F \ >w �t c e'1�.�4 CONSTRUCTION TYPE TELECOMMUNICATIONS OCCUPANCY:UNOCCUPIED PERMITTING: GEORGE PIERCE LICENSURE: DRIVING DIRECTIONS JURISDICTION: CITY OF TIGARD (206)405-5117 PROPOSED BUILDING USE:TELECOMM gpierce@rykaconsulting.com FROM AT&T MOBILITY IN REDMOND:HEADING WEST ON SR-620 SITE LOCATION: (BASED ON NAD 83) RF ENGINEER: . TAKE THE RENTON EXIT ONTO 1-406 S.CONTINUE ON WA-518 W.TAKE THE PORTLAND EXIT ONTO 1-5 S.TAKE EXIT#294/TIGARD/NEWBERG.CONTINUE ON LATITUDE: 45.2T 10.T N(45.45298) KUNGIIANG LIN SW BARBUR BLVD(OR-99W).CONTINUE TO FOLLOW OR-99W.TAKE RAMP ONTO OR-217 N TOWARD BEAVERTON/SUNSET HWY.TAKE EXIT 006/GREENBURG LONGITUDE: 122.48'41.3•W(122.77814) (425)888-7825 RD.TURN RIGHT ON SW GREENBURG RD.TURN LEFT ON SW WASHINGTON SQUARE RD.ARRIVE AT 9585 SW WASHINGTON SQUARE RD,TIGARD. TOP OF STRUCTURE: 87-0'AGL PARCEL NUMBER �7R . y ' H TOP OF MONOPOLE: 75'-0'AGL 1S12800003000 M W• O� BASE OF STRUCTURE: 0.0'AMSL(ASSUMED) PROPERTY ID:R236587&R236596 (E/TP41104a1E:12131(121 AREA OF PARCEL: LEGAL DESCRIPTION PROJECT AREA: 2,014,171 SQ.FT. -DRAWING INFORMATION: (16.12 ACRES) DO NOT SC..LE OR7.' INOS.COMA.CTOR MIST•.ERIFY APPROVAL / SIGN OFF OF DRAWINGS 180 SQ.FT. SEC26,T1S,RIW,W.M. ALL OIMEN SONS AND AD'ISE CONSULTANTS OF ANY ERRORS AND Q-,18810NS.ALL PRE`•IOUS ISSUES OF THIS NEW IMPERVIOUS AREA: DRAWING)ME SUPERSEDED SY ME LATEST RE.•ISION. CONSULTANT GROUP SIGN OFF DATE INITIAL AND PRINT NAME AT&T SIGN OFF DATE INITIAL AND PRINT NAME GENERAL INFORMATION: 0 SQ.FT. THE INFORM.TION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY SY NATURE ANY USE OR DISCLOSURE LANDLORDS REPRESENTATIVE RF ENGINEER 1.PARKING REQUIREMENTS ARE UNCHANGED.(NON ASSIGNED TECH PARKING) OTHER THAN WHICH IS MEWED TON..MED CLIENT IS 2.TRAFFIC SIGN IS E IS UNAFFECTED.ROPOS Re.cavED STRICTLY PROHIBITED. CONSTRUCTION COORDINATOR INTERCONNECT 3.NO SIGNAGE IS PROPOSED. DRAWING TITLE: PROJECT MANAGER OPERATIONS PROJECT DESCRIPTION: TITLE SHEET SITE ACQUISITION COMPLIANCE THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED J TELECOMMUNICATIONS FACILITY,CONSISTING OF THE RELOCATION OF(3)ANTENNAS;THE I-A I\1 I� 0 4 2011 DRAWING NUMBER: ZONING CONSTRUCTION MANAGER ADDITION OF(3)NEW PANEL ANTENNAS(1 PER SECTOR),(8)REMOTE RADIO HEADS(RRH) CONSTRUCTION MANAGER PROJECT MANAGER AND(1)SURGE SUPPRESSION DISTRIBUTION UNIT NEAR ANTENNAS ON AN EXISTING '� q��t MONOPOLE:ADD A DC CONVERTER,RAYCAP SURGE SUPPRESSOR AND EXCESS CABLE CITY OF TIGARD T 1 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO TRAY INSIDE AN EXISTING TE43 CABINET;ADO A 8928 BBU WITHIN AN LTE 9412 BACKPACK Wyy ENCLOSURE MOUNTED TO AN EXISTING,EXPANDED H-FRAME LOCATED ON AN EXISTING fRt1l�11`TSs EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED PLATFORM;ALSO ADD A NEW LTE GPs ANTENNA TO AN EXISTING ICE BRIDGE POST. CEI JOB NUMBER: 10-89555 GENERAL NOTES: GENERAL NOTES(CONT'D): STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS DRAB.-NOS ARE NOT TO BE SC LED.`.OATEN DIMENSIONS T.XE PRECEDENCE,THIS 2.. IN THE CASE OF ROOFTOP SOLUTIONS'PITH THE INST.LLATION OF ANTENNAS!',ITHIN 1 SHOP DRAWINGS FOR STRUCTURAL STEEL.SHALL BE SUBMITTED TO THE CONSULTANT A.: AIR CONDITIONING LEIS POUNDS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY. CONCEALED(SHROUDED)SUPPORT ERN LE8 OR TRIPODS THE GENERAL CONTRACTOR 8K-LI. FOR REVIEW PRIOR TO FABRICATION AOL ABC E GRADE LEVEL SOX r.1AX11.1U1.1 UNLESS NOTED OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF''LORI,SHALL COORDINATE PATH THE FRP DESIGNER.ABRIC„TOR TO ENSURE THAT THE FINAL FRP SHROUD IS APPRO., APPROXIMATELY MECH MECHANICAL A y INCLUDE FURNISHING ALL'MATERIALS,EQUIPMENT,LAEOR.AND ANY REQUIREMENTS SB.iULATING(IN APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS. 2. STRUCTURAL STEEL DESIGN.FABRICATION AND ERECTION(INCLUDING FIELD WELDING, MTL METAL `` .� /'��� DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND TEXTURE&AND COLORS THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF HIGH STRENGTH FIELD BOLTING.EX ',NEON BOLTS.AND THREADED EXPANSION BLDG BUILDING TIER i-u1HUFACfURE Q 0,M(ERS PROJECT MANUAL. COUNTERSUNK F:.STENERS IN AU.FRP CONSTRUCTION.WHEN PHOTO SRAUL.TIONS ARE ANCHORS)SHALL BE BASED ON THE A,I.B.C."SPECIFICATION FOR THE DESGN, BLX BLOCKING MGR I'AFLAGER PROVIDED,THE CONTRACTOR SMALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS'MAT IS FABRIC.TION.MID ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION. hilN MINIMUM 2. PRIOR TO THE SUBMISSION OF 8105.CONTRACTORS W4 OL'.EO SHALL'1&T THE JOB INDICATED IN THE PHOTO SIMULATIONS.SHOP ORA"!INGS SH'M.BE PRO IDED TONE GENERAL SUPER'SION SHALL BE I A.:CORD.NCE WITH IBC 2009 CHAPTER 22,BY A QU,LIFIED CLG 'TEILING MSC I11SCELLANEOUS ✓ Your world.Delivered. SITE TO FAMILIARIZE THEMSELVES'..NTH ALL CONDITIONS AFFECTING THE PROPOSED CONTRACTOR,CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND TESTING AGENCY DESIGNATED BY THE CONSULT'NT.THE CONSULTANT SWILL BE CLR CLEAR PROJECT.CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION. FURNISHED",TTH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. CONC CONCRETE NA NOT APPLICABLE CONSTRUCTION CONTRACT DOCUMENTS TO..ERIFY FIELD CONDITIONS AND CONFIRM COAST CONSTRUCTION MC NOT IN CONTR ACT THAT THE PROJECT WILL BE ACCOMPUSHEO AS SHOWN.PRIOR TO PROCEEDING 2'.. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT t NO/OR ANTENNA FRO IES WHERE S. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLO,RIG REQUREMENTS: CONY CONTINUOUS NS NEAR SIDE WITH CONSTRUCTION.ANY ERRORS,Oi 1ISSONS OR DISCREPANCIES SHALL BE ANCHORING TO A CONCRETE ROOF SLAB I8 REJURED.CONTRACTORS SHALL CONFIRM(PRIOR NTS NOT TO SCALE PROJECT CONSULTANTS: BROUGHT TO THE ATTENTION OF THE W RCHITECTENGINEER'.ERBALLY MO N TO SUBMITTING BID)MTH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE TYPE OF MEMBER OBL DOUBLE WRITING. PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN DI. DIAMETER CC ON CENTER UNDOCUMENTED DESCN CHANGE N THE EXISTING BUILDING'.4-BUILT DRM ANG SET-HA TAG A.WIDE FLANGE SHAPE ASTM APR.Fy 50 KSI DIAO DIAGONAL 00 OUTSIDE DUJIE7ER 1 THE ARCHITECT8ENOINEEr!R H..'.E MADE EERY EFFORT TO SET FORTH IN THE INDICATED .N ORIGINAL DESIGN SOLUTION OF REINFORCED.:ONCRETE NS-EMBEDDED STEEL a OTHER SHAPE,PLATES AND ROD ASTM A36.Fy 96. ON DO.:N ® Good man NAtwOrICS CONSTRUCTION H ON AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK REBAR.IN NE EVENT POST TENSION SLAB SOLUTION IS PRESENT.CONTRACTOR SHALL INCLUDE C.PIPE COLUMNS ASTM A63.Fy 36 KIM OET DETAIL PLY' 0 PLYTJJOD CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS C:.UTONED THAT MINOR PRO,(SONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS THERE D.STRUCTURAL TUBING ASTM A600.F;46 KIST DWG DRAWING PROD PROJECT ..... OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT .NCHORINO OCCURS. E.ANCHOR BOLTS ASTM A10. PROP PROPERTY EXCUSE 3.10 CONTR ACTOR FRO i COMPLETING THE PROJECT AND IMPRCIJEMENTS F.CONNECTION BOLTS ASTM A925 TWIST-0FF"TYPE EA EACH PT PRESSURE TREATED IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS THE BIDDER SHALL SEAR D. GENERAL IL SUB CCNTR.£TORS SHALL USE STAINLESS STEEL METAL LOCKING TES FOR ALL EL ELE NATION REQ REQUIRED THE RESPONSIBILITY OF NOTIFYING(N WRITING)THE ARCHITECT/ENGINEER OF ANY CABLE TRAY TIE DOANS AND..'LL OTHER GENERAL TIE DOWNS(WHERE APPLC,BLE).PLASTIC ZIP 4. :.LL MATERIAL TO BE HOT DIPPED CAE'ANIZED AFTER FABRICATION PER 512:1126M-00. ELEC ELECTRIC J MI ROOM PLANS PREPARED BY: CONFLICTS.ERRORS,OR OMISSIONS PRIOR TO SUELMISSION OF CONTRACTORS TIES SHALL NOT BE PERT i1TTED FOR USE ON ATM'PROJECTS.RECOMMENED MANUFACTURER EQ EQUAL RO ROUGH OPENING PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SR IL PRICE THE SHALL BE PANDUIT CORP./PETAL LOCKING TIER MODEL NO.MLT4S-CP UNDER SERIES-Z04(OR 6. ALL'YELDING SHALL BE IN CONFORU,iANCE!NTH._L8 I.AND 11'M STANDARDS AND SHALL EQUIP EQUIPMENT MORE COSTLY OR EXTENSILE YORK,UNLESS DIRECTED OTHERWISE. EQUAL).PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA WA BE PERFORMED BY W.A.B.O.CERTIFIED WELDERS USING E:0 XX ELECTRODES.ONLY EXT EXTERIOR SHT SHEET �:01"MVPIfTONG PREOUALIf1ED''ELD8(1B DEFINED BY PAS)SHALL BE USED.WELDING OF GRADE 80 SIM SIiIAfi �� orx..xrxa, xc. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE REINFORCING BARS IF REWIRED)SHALL BE PERFORMED USING LOY'HYDROGEN FIN FINISH SPEC SPECIFICATION CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOP ELECTRODES.WELDING OF GRADE 40 REINFORCING BARS(IF REQUIRED)SHALL BE FLUOR FLUORESCENT SF SQUARE FOOT ALL CONSTRUCTION MEANS,METHODS.TECHNIQUES SEQUENCES,AND PERFORMED USING 570 XX ELECTRODES WELDING WITHIN 4"OF COLD BENDS IN FLR FLOOR SS ST.JNLE SS STEEL 16028 WOODINALLEJRED HON°RD NE,SUITE 210 PROCEDURES FOR COORDINATING AU.PORTIONS OF THE WORK UNDER THE REINFORCING STEEL.IS NOT PERMITTED.SEE REINFORCING NOTE FOR MATERIAL FS FAR SIDE STL STEEL WOODIN'.1LLE.WA'•..O72 CONTRACT. DESIGN CRITERIA: REQUIREMENTS OF WELDED BARS. FT FOOT STD STRUCTURAL PHONE:425.4E7 1732 FAX 425.487.17-4 EMAIL: giCCPrr1411mrlar1Q.99m 6. THE CONTRACTOR SHALL INSTALL/.LL EQUIPMENT AND MATERIALS ACCOF.DING TO 8. COLD FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE.SIZE.AND GAGE GA GAUGE SUSP EUSPENDEO yJ.J',V.CORNERSTONE-ENGR.COM MANUFACTURER& SPECIFICATIONS UNLESS NOTED OTHERWISE OR 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE I•.ATH THE SHOWN ON THE PLAN&PROVIDE 511151 I.1 SECTION PROPERTIES INDICATED.ALL O,1V GAL'AMZEO '.YHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. INTERNATIONAL BUILDING CODE 2069 VAN OREGON STATE BUILDING CODE COLD-FORMED STEEL FR•.AWING SHALL CONFORM TO THE A.I.S...-SPECIFIC..TON FOR THE DC GENERAL CONTRACTOR THRU THROUGH AMENDMENTS(IBC 2000) DESIGN OF COLGFORMED STEEL STRUCTURAL F-.EMBERS' ORND GROUND TNNO TINNED _PROJECT INFO: 6. ALL WORK PERFORMED ON THE PROJECT ANDS.SERIALS INSTILLED SHALL BE IN 2. DEIGN LOADS: GYP BD GYPSUM WALL BOARD TYP TYPICAL STRICT/,1CORDANCE Y11TH.IL APPLICABLE CODES,REGULATIONS,AND 7. BOLTED CONNECTIONS SHALL USE BERING TYPE...SG i A325 C OLT3(34'DIA.)AND SHALL PW 11 ORDINANCES.CONTRACTOR SR LL GE E LL NOTICES AND COMPLY WITH ALL L I:9, DESIGN DATA FOR CITY OF TIGARD.OR. HA'E A MINIMUM Cr T'0 BOLTS UNLESS NOTED OTHERW SE. HORZ HORIZONTiL UNO UNLESS NOTED ORDINANCES RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC HR HOUR OTHERWISE AUTHORITY,I-.UNICIPAL ANO UTILITY COMPANY SPECIFICATIONS,AND LOC.'L AND -ROOF SNOW LCAD _ . __ N.. (NOT A ROOFTOP SOLUTION) S NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING IJAY USE 6/8"015.ASTM A307 HT HEIGHT STATE JURISDICTIONAL CODES BEARING ON THE PERFORI IANCE OF THE WORK BOLTS UNLESS NOTED OTHERWISE. If'AC HEATING '!ERT '.ERTICAL WASHINGTON SQUARE .ASC WIND SPEED BAS MPH(3 SEC OUST) VENTILATION ''IF ',ERIFY IN FIELD GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF 9. ALL STEEL' ORAL SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN 6 AIR CONDITIONING CONSTRUCTION DOCUMENTS UPDATED YATH THE LATEST REVISIONS AND DDEND:, -WIND E%POSURF B CONSTRUCTION SPECIFICATION M O IN ACCORDANCE WITH*ST A..38 UNLESS NOTED WITH OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. OTHERWISE. D INSIDE DIAMETER W.0 •ITHOUT 9685 SW WASHINGTON SQUARE ROAD THIS SET IS A'.ALM CONTRACT DOCUMENT ONLY IF PIE TITLE SHEET IS STAMPED N INCH YYP .'ATER PROOF TIGARD.OR 97223 •FOR CONSTRUCTOM AND EACH SUCCESSNE SHEET BEARS THE ARCHITECTS 10, ALL•SUDS TO BE 1.4'FILLET UNLESS NOTED OTHERWISE. INFO INFORMATION SIGNED'JET STAMP. INEUL INSUL TON WASHINGTON COUNTY 11. TOUCH UP ALL FIELD DRAUNG AND YIELDING WITH 2 COATS OF GAL'.ASON(ZINC RICH INT INTERIOR a THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE PAINT)CR APPROVED EQUAL IBC INTERNATIONAL ISSUED FOR NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHER'.YISE. BUILDING CODE 9 SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS C.ITHU.L.LISTED ORFIRE CONCRETE NOTES: -T T- TELEPHONE r CONSTRUCTION .] I WH9HALL APPRO.ED i iATERIALS IF APPLC'ELF TO THIS FACILITY AND OR PROJECT I. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE V.TTH ACI-316. -P P POWER L SITE. TOWER/POLE NOTES: - - GROUND',IRE 2. CONCRETE SHALL BE I NIXED,PROPORTIONED,COAL EYED AND PLACED P ACCORDANCE -COAX CON(- COAXIAL CABLE ._REV:_DATE:-ISSUED FOR: BY:- 10 CONTRACTOR TO PRO!IDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT v TTIH CHAPTER 1D OF THE IBC 2001.STRENGTHS AT 2E DAYS AND MIX CRITERIA SHALL 1. 'ERIFICATION THAT THE PROPOSED TONER/POLE CAN SUPPORT THE PROPOSED ANTENNA LESS THAN 2A,OR 2-Al OBC WITHIN 75 FEET TRA'EL DISTANCE TO.LL PORTIONS OF BE AS FOLLOWS. LOADING 18 TO BE DONE BY OTHERS. • ANTENNA - PROJECT AREA DURING CONSTRUCTION. TYPE OF CONSTRUCTION _o D.Y STRENGTHS PC MINIMUM CEMENT 2 PRO'ME SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELE',.TON OF ALL INITIAL AND CL CENTERNE 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING (Pc) RATIO CONTENT FUTURE ANTENNAS,ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE 'PPM-,Ei RENTS EASEMENTS.PAING,CURBING.ETC.DURING CONSTRUCTION. ,+ SUBSON GRADE PER CUBIC YARD CENTERS SUITABLE TO THE MANUF.CTURER'B REQUIREMENTS. (E) EXISTING UPON COMPLETION OF WORK CONTRACTOR SHALL REPAIR ANY DAM OE THAT MAY TOPPING SLABS HA E OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. CONCRETE PIERS 2,400 PSI 1.46 6 VT BACKS DETAIL NUMBER 11 CONTRACTOR SHALL KEEP GENERAL'..'ORK AREA CLEAN AND H.Z..RD FREE DURING B. ALL STRUCTURAL CONCRETE +.GOD PSI _.45 BIi5501(5 ABBREVIATED ROOF TOP SAFETY PROCEDURES SHEET NUI.IBEN CONSTRUCTION AND DISPOSE OF ALL DIRT.DEBRIS.AND RUBBISH.CONTRACTOR EXCEPT l..LLS SHALL REMC.EE(1UIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR (WHEN APPLICABLE): ,Z o3-28.11 CONSTRUCTION JRF PREI118E9.STE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS. C. CONTRETEWALLS 4.000F411 1.46 61'.SACKS SPECIAL INSPECTIONS: DUST.OR SMUDGES OF..NY NATURE. AS PER"ACCIDENT PRE ENTION PROGRAM"-BY PERI■ISSION OF WREN CONSTRUCTION ENC.-0"01.1°11) SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2009 SECTION 1704. Q X17-11 CLIENT REVIEW DMO 13. THE GENERAL CONTRACTOR SHALL RECEP.'E WRITTEN AUTHORIZATION TO PROCEED CEMENT MAU.BE ASTM 0160,POFtTUNO CEMENT TYPE a U.N.O. WITH CONSTRUCTION PRIOR TO STARTING WORK ON.NY ITEM NOT CLEARLY FALL PROTECTION METHODS AND EQUIPMENT DEFINED BY THE CONSTRUCTION DRAWNGSCONTRACT DOCUI DENTS. & THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE ROOF TOP INSTALLATIONS SOILS/GEOTECHNICAL: r-DRAWN BY:=CHI.: APV.:. METHODS AND PROCEDURES OF CONCRETE PLACEMENT OSHORING INSTALLATION AND MONITORING L MAO BMH MWO 14 THE CONTRACTOR FNALL PERFORM WOW:DURING OS.NERB PREFERRED HOURS TO 1. FOR WORK IS BEING PEJRF ORI..ED'..ITHIN 26'OF AN UNPROTECTED ROOF EDGE. ❑QEISERVE AND MONITOR EXCAVATION K'ONO DISTURBING NORMAL BUSINESS. 4 ..LL CONCRETE WITH SURFACES EXPOSED TO ST'.NDING WATER SHALL BE THE CONSTRUCTION SUPER'.SOR SHALL C£SIGNATt A TRAINED SAFETY MONITOR 1•. THE CONTRACTOR SHALL PRO•.OE AT&T WIRELESS LLC.PROPER INSURANCE AIR-ENTRAINED WITH.N AR-ENTRAINING AGENT CONFORlAING TO ASTA.I0200,GW TO OBSER E THE MOVEMENTS AND ACTT TIES OF THE CONSTRUCTION ❑VERIFY SOIL BEARING psi BEARING CURRENT ISSUE DATE: CERTIFICATE.CONTRACTOR NAMINU ATLTOS 1OF,88,LLC..8 DOTTONAL INSURED.ANO..T"T 0814 C989 AND 01017.TOTAL NR CONTENT SHALL BE IN ACCORDANCE WITH T,BLE %YORKERS. ❑SUBSURFACE ORAINAG CEMENT r 1904.2.1 OF THE IBC 2009. ❑VERIFY FILL MATERIAL AND COMP ACTION L 03-2&11 WIRELESS,LLC.PROOF OF LICENSE(S)ND PE A PD INSURANCE. . 2. SAFETY MONITOR SHALL YARN CONSTRUCTION',YORKERS OF HAZARDS(I.E.. 5. REINFORCING STEEL SHALL CONFORM TO..ST i ABM(INCLUDING SUPPLEMENT 51). BACKING UP TC•'ARD A ROOF EDGE,ETC.)OR UNSAFE ACTT.'ITIES.THE SAFETY ['VERIFY CONDITIONS AS ANTICIPATED 10. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING..LL GRADE 00,N'b0.000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE I IONTTOR MUST BE ON THE SAME ROOF..ND'.-.THIN VISUAL AND 9 ERB/1 ❑PILE PLACEMENT(AUGER CAST/DRIVEN PILE) UCENSURE: INSPECTIONS. DRA:MNOS SHALL BE GRADE 40,(yM0.000 PSI.GR,DE 60 REINFORCING BARS INDICATED DISTANCE OF THE CONSTRUCTION WORKERS. DOTHER IT CAUTION!CALL BEFORE YOU DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILITY ON PLYING C TO BE A16(81)i LAY SHALL BE WELDED COMFORT 17O ABT.1 MOB REINFORCING �.FD PFtQc INFORM.TON SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY REPORTS INDICATING CONFORMANCE WITELOINOLPROCEDURES SPECIFIED IN ' UNPROTECTED ROOF EDGE,REQUUIiRES?WORKERS TO USE SAFE LINE REINFORCED CONCRETE: 11fJe-�INE,;�p LOCATE SERA CE A MINA.IUM OF w HOURS PRIOR TO CONSTRUCTION. 1.850-424-SAW ❑REINFORCING STEEL AND CONCRETE PLACEMENT A::M.S.D14 ARE SUBMITTED. OPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION .l 7-36PE 4. SAFETY NE SHALL BE I.IINIMUMI W DIAMETER NYLON,!'11TH A NOMINAL TENSILE 18V • TB. CONTRACTOR TO DOCUMENT ALL...OEM PERFORMED Y.ttM PHOTOGRAPHS..ND 0 REINFORCING STEEL SHALL BE DETAILED(INCLUDNG HOOK I.ND BENDS)IN STRENGTH OF 54M LBS. OBATCH PLANT INSPECTION / SUBLiIT TO AT_T WIRELESS,U.C.ALONG 1,TTN REDLINED CONSTRUCTION SET. ACCORDANCE .ITH AC1 316,NO SIB LAP ALL CONTINUOUS REINFORCEMENT AT LEAST ❑SHOTCRETE 19. CONTRACTOR TO OOCUI TENT ALL CHANGES-..LADE IN THE FIELD BY MARKING UP 30 BAR DIAMETERS OR A I INIMUM OF 2'0.PRO VIDE CORNER BARS AT ALL WALL AND 6. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL LEi.IBER OF THE ❑GROUTING OREGON 4.FOOTING INTERSECTIONS.LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR STRUCTURE ❑OTHERS 4,04. dr (REDLINING)THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED MINIMUM OF 2'-0'.LAP ADJACENT MATS OF WELDED WARE FABRIC A MINIMUM OF r AT 4i'!( ON' SET TO ATST WIRELESS.LLC.UPON CO IPLETION. SIDES AND ENDS. t. S..FETY UNE LENGTH SH:..1 BE SET ALLOWING CONSTRUCTION WORKER TO STRUCTURAL STEEL: W. REACH EDGE OF ROOF.BUT NOT BEYOND. Y.M. FOR COLLOCATION SITES:CONTACT TOA ER O,JHER REPREBENTATAE FOR ❑FABRICATION AND SHOP WELDS 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM.1-185. X] PARTICIPATION IN BID AM 7 SAFETY BELTS SHALL BE O BY..LL CONSTRUCTION', R:ERS. DERECTION AND FIELD WELDS AND BOLTING a. SPIALREINFORCEMENTSHALL BEPLAIN'-IRE COMFORTLING TO.ST`A616,GRADE 80 ❑OTHER -DRAWING INFORMATION: E. GENERAL CONTRACTOR IS TO COORDINATE ALL PO.ER INSTALLATION WATH ROVER 10.000 P81. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION COt IPi.NY AS REQUIRED.CONTRACTOR TO REPORT PO.YER INSTALLATION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATP ES, DO NOT SCALE DRA:'.INGS.CONTRACTOR MUST VERIFY COORDINATION SOWTION(8)TO NET YORK CARRIER REPRESENTATI'E.PROJECT B. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT INCLUDING: ALL DIMENSIONS AND AD'1SE CONSULTANTS OF ANY CONSTRUCTION I TANAGER AND ARCHITECT. UNLESS SPECIFIOALLY SO DETAILED ON APPRO ED BY THE CONSULTANT. STRUCTURAL ALUMINUM: ERRORS AND CA 11SSIONS.ALL PREVIOUS ISSUES OF THIS INSPECTION OF CONSTRUCTION ARE!,FOR HAZARDS ❑FABRICATION AND SHOP WELDS DRAWING ME SUPERSEDED BY THE LATEST REVISION. 22. ANY SUBSTITUTIONS OF!MATERIALS AND/OR EQUIPMENT.MUST BE APPROVED BY to CONCRETE PROTECTION(CC'ER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: USE OF AN INSPECTION CHECKLIST DERECTION AND FIELD WELDS AND BOLTING THE INFORMATION CONTAINED IN THIS BET OF DOCUMENTS AT.T CONSTRUCTION MANAGER INTERVIE"•ONO COWORKERS REGARDING SAFETY CONCERNS ❑OTHER IS PROPRIETARY BY N.TUBE.ANY USE OR DISCLOSURE •FOOTINGS NO OTHER UNFORMED REPORTING AND DOCUI RENTING ANY HAZARDS OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 23. IN THE C.SE OF ROOFTOP SC LUTIONS FOR EQUIPMENT AND OR ANTENNA FRAI IES SURFACES,EARTH FACE 3' REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION STRICTLY PROHIBITED. WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR THE GENERAL POSTING RESULTS Of INSPECTION AND ANY;ACTION TAKEN CONTRACTOR SHALL COORDINATE S.NTH BUILDING OWNER AND BUILDING ROOFING -FORMED SURFACES EXPOSED RECEIVING AN UNBIASED REVUE:!OF ONES OWNA•ORK.REA BY ANOTHER STRUCTURAL MASONRY: DRAWING TITLE: CONTRACTOR OF RECORD FOR INSTALLATION,PATCH,REPAIR OR ANY TO EARTH 011 WEATHER (L.O FAGS OR L RGER) 2- CO..ORKER SAFETY REPRESENTAT'VE ❑CONTINUOUS AUGMENTATION TO INS ROOF,AND HAVE THE WORK GUARANTEED UNDER THE (MS BARS OR SMALLER) 111? ❑PERIODIC ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER REFER TO ROOFTOP WORK ARE, SLEETY PROTOCOL GENERAL NOTES FUTURE BREACH OF ROOFING INTEGRITY. •SUBS J NO WALLS(INTERIOR FACE) NATIONAL ASSOCIATION OF TOILER ERECTORS 1300 PUBLICATION ❑ w• 11. WS SHALL SE SUPPORTED ON CHAIRS OR DOBIF BRICKS. REFERENCED OSHA REGULATION STANDARDS SHALL BE RE IE•ED ST TC-:!ERERECTORS. OTHER DRAWING NUMBER: EQUIPMENT INST J LER8.A140 TO ERIOOF TOP CONTRACTORS SUBCONTRACTORS 11 ANCHOR BOLTS TO CONFORM TO ASTLI,.:07 29 CFR 1920'NO-SCOPE,APPLICATION.AND DEFINITIONS 29 CFR 192E 501-DUTY TO H VS FALL PROTECTION ANCHORING TO CONCRETE: 1E. NOWSHRNK GROUT SHALL BE FURNISHED BY AN APPRC ED LIANUF/.CTURER AND 19 CFR 192C 502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES 1G1 O SHALL BE I5XED AND PLACED IN STRICT ACCORDANCE F1H THE i uANUFACTURERS ❑BOLTS INSTALLED IN CONCRETE PUBUSHED RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE ['POST-INSTALLATION ADHESIVE ANCHORS MATERIAL ON I HICH IT IS PLACED(3,000 PSI!MINIMUM). ❑POST-INSTALLATION MECHANICAL ANCHORS 14. ALL EXPANSION ANCHORS TO BE HILT BRAND.ADHESI'S ANCHORS REQUIRE TESTING CEI JOB NUMBER: 10-69555 TO CONFIRM CAPACITY UNLESS YAWED BY ENGINEER THIS IS NOT A SURVEY ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. at&t Your world.Delivered. \ PROJECT CONSULTANTS. Q GoodmanNetwoNcs SITE s�/L/w. ACCESS (E)8T 0'MONOPOLE \ ` PLANS PREPARED BY A1..1 I I 61 f EY . ?owrvcruvon -_ ACCESS \ 1MIS WOODIN`.1LlE-REDMOND RD NE,SUITE 210 r� `` WOO 17.1 32E,F. 42'R PHONE:a26.4B7.t7S2 F.ti.:a26.4l7.113/ 1 \ EM.IL. c.4C»rnerola■+ror.mm •P.lu I SW BLUM RD I ` ` WNW CORNERSTONEENOR.CO/l 1 ` PROJECT INFO: 1 CC PW11 Adz g i WASHINGTON SQUARE 4/i' m I 3 J/,/, 9585 SW WASHINGTON SOUARE ROAD (} TIGARD,OR 97223 r d WASHINGTON COUNTY co / / 1 TL#151260000300 7 - - I 2,014,174 SO FT -ISSUED FOR: 15.12 ACRES _-` [REV. D I , CONSTRUCTION I , AT E:=ISSUED FOR: BY._ li �P _ as O P d, jjj I Q 03-28.11 CONSTRUCTION JRF ir J n 03-17-11 CLIENT REVIEW DMO N •1 / DRAWN BY:—CHK.: APV.:' DMO I BMH I MWO [-CURRENT ISSUE DATE:LCE URE: 03-28-11 J (E)PROPERTY LINE.TYP NSURE: E L � op PEE, lo 4� I U) Rir W. ON-S. oit Iil Z :PIRATION DATE 12131112 I -DRAWING INFORMATION: I Z DO NOT SCALE DRAW WOS CONTRACTOR MUST"ER FY ( ALL DIMENSIONS 4610 AD"ASE CONSULT NTS OF TRY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DR WING ARE SUPERSEDED BY THE LATEST REVISION. I THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS - I/ IS PROPRIETARY SY NATURE.ANY USE OR DISCLOSURE OTHER TH,N'...141014 IS RELATED TO NAMED CLIENT IS IS TITLE:TRI N SCTLY HIB PROITED. / SITE PLAN [DRAWING NUMBER: 'AN. PLAN NORTH A 1 1 0 SITE PLAN 1 CEI JOB NUMBER: 10-80555 22x34 SCALE:1'=20C1-0' 111x17 SCALE:1'=400%0' NOTE: NOTE: SEE RF-1 FOR ANTENNA PLAN SEE RF•1 FOR ANTENNA PLAN F-(E)ARGUS 7E40 BATTERY CABINET r(E)ARGUS TE40 BATTERY CABINET at&t / r(E)ARGUE TE21 POWER CABINET ! a` / I r(E)ARGUS TE21 POWER CABINET / Your World.Delivered. (E)NOKIA CABINET I (E)NOKIA CABINET I/ PROPOSED 2.0 RIGID 24V DC POWER / CONDUIT FROM(E)7E41 TO(5)1E43 PROJECT CONSULTANTS: (E)ARGUS TE43 CABINET ! / / I (E)ARGUS TE43 CABINET (E)ICE BRIDGE W/(12)7/8"0 COAX I Good man Netw�rlcs / (E)ICE BRIDGE W/(12)7/80 COAX I PROPOSED AT&T GPS ANTENNA // I / I f r POPOSED FIBER TRUNK CABLE FROM LIE 9412 I / BACKPACK TO SURGE SUPPRE381ON DISTRIBUTION UNIT I/ PROPOSED(2)48V DC POWER TRUNK CABS FROM TE43 84.)ODIw ILDYD RO NE,SUITE 210 11r ! CABINET TO SURGE SUPPRESSION DISTRIBUT)ON UNIT % w000nr nLE,'. aeart I PHONE:421.487.1132 FAX 426.487.1734 / (E)STEPS (E)STEPS EMAIL °.18cenw'I°n`«�.`°m 1 I (E)8T-0`MONOPOLE W. I I (E)CHAINLINK FENCE 1 (E)8T.0 MONOPOLE/ / (E)CHAINLINK FENCE -PROJECT INFO: w/BARB WIRE,TYP WI BARB WIRE.TYP PW11 010 ' . . 7 k 1--�O X -C- (E)MICRIN i .�•■a..�•��:.�,:Y`.�• � WASHINGTON SQUARE GENERATOR ,�: m.•,"T r, _ `� (E)MICRIN � �v GENERATOR •� ��a� `�-•i-� RECEPTACLE II_.' , 'i %,'fi� '_ RECEPTACLE • �ItII •:' "■ �,(Nr�• ` • TISHIN OR 97223 (E)TELCO BOX I�—■�(_' B1lE'a JQQ jii� 9685 SW WASHINGTON SQUARE ROAD > (E)TELCO BOX I .�^ (E)TRANSFORMER IS , I 111111:i..; • II CL N i, I , �) WASHINGTON COUNTY • i -� I \ i~ (E)ECOLOGY BLOCKS TYP (E)TRANSFORMER a \. i O `I • / ISSUED FOR: (E)AT&T SERVICE I -f(E)WITS f I \ \. / (E)ECOLOGY BLOCKS,TYP METER I'll. • Iem / (E)AT&T SERVICE •I•(E)UMTS � r. (E)LADDER METER I \ ` �� (E) R CONSTRUCTION - (E)CHAINLINK '� ATE: ISSUED FOR:, BY:in - - ,,1 -(E)CHAINUNK - ] • FENCE,TYP u FENCE.TYP (E)DISCONNECT�'� �ii_ I�I 1_i' � ��MR O (E)DISCONNECT 'p fit (E)SERVICE �. LIGHT,TYP / (E)ICE BRIDGE (E)SERVICE / Y (E)ICE BRIDGE — LIGHT,TYP (E)SERVICE PANEL �N.• _ - --� pQ 03 28-11 CONSTRUCTION JRF • v0�� O (E)SERVICE PANEL fix.' I_ .J �O.Ii r I • Qp 03-17-11 CLIENT REVIEW DMO �-1 I I- -7 man l DRAWN BY:=CHK: APV.: l DMO I BMH I MWO I • 0 CURRENT ISSUE DATE: (E)OTHER CARRIER SERVICE METER (E)OTHER CARRIER l [LINS 03-211 SERVICE METER-- • CE URE: 1 (E)OTHER CARRIER r1 • / \ EQUIPMENT,TYP (E)OTHER CARRIER EQUIPMENT,TYP \61i I NP cF� Q A+A / \ --PROPOSED EXCESS CABLE i \ J ENCLOSURE,RAYCAP SURGE i - l SUPPRESSOR&DC-DC CONVERTER �\ MOUNTED WITHIN(E)TE43 CABINET A-3.1 / Qk•yy "0� ��fdI 1 (E)12-0•WIDE DOUBLE GATE PROPOSED LTE 9412 BACKPACK 1 (E)12 0'WIDE DOUBLE GATE �+T!i�^f'S�FrSRi7 r-(E)CUB MOUNTED TO(E)EXPANDED H-FRAME Jl (E)CURB 'DRAWING INFORMATION:. (E)EDGE OF ROAD j (E)EDGE OF ROAD D ALL ODII TENSIONS AND ADVISE CONS LTANTS OF..NYY ' / ERRORS AND OMISSIONS.ALL PRE'IOUS ISSUES OF THIS DRAWING.RE SUPERSEDED BY THE LATEST RE.181014. --- -- ----— -- — I/ THE INFORIUATTON CONTf.INED N THIS SET OF DOTUMENTS IS PROPRIETARY BY N..TURE.ANY USE OR DISCLOSURE —__- — _ / - _ OTHER THAN VNICH IS REL'TED TO NAT,-iED CUM IS STRICTLY PROHIBITED. DRAWING TITLE: E EXISTING&PROPOSED 4 ENLARGED SITE PLANS 4-: DRAWING NUMBER: PLAN NORTH PLAN NORTH 1 . 1 O PROPOSED ENLARGED SITE PLAN 2 EXISTING ENLARGED SITE PLAN CEI JOB NUMBER: 109555 22x34 SCALE:114'=1'-0' 11x17 SCALE:118•=1'-0• 22x34 SCALE:1/4^=1'-O _111x17 SCALE:118"=1'-0" 1 I at&t — - Your world.Delivered. PROJECT CONSULTANTS: cGoodman Networks MI•..t PROPOSED AT&T LTE ANTENNA (1 PER SECTOR,TYP OF 3) 1 9 18 —PLANS PREPARED BY A-3.1 Lik PROPOSED REPLACEMENT T.O.(E)STRUCTURE Y T.O.(E)STRUCTURE �� : AT&T ANTENNA SHROUD � �'� awwrraawiwo.,wo. ST-0'AGL 87'-0"AGL 692 V.'OOD M 1LLE�tEDI.x>•D RD NE.SUITE 2f0 CONTRACTOR TO MATCH I (E)OTHER CARRIER ' (E)OTHER CARRIER '/OODIN"'ILLE, A 98072 (E)SHROUD DIAMETER, ANTENNA SHROUD ANTENNA SHROUD PHONE:425 487 1732 FAX 426.48717;A CUT LENGTH TO SUIT NEW F1 i.411._ crl�.zmr!slor.arp corn PANEL ANTENNAS --` WW W.CORNE RSTONE E NOR.COM `�-\ T O.(E)MONOPOLE z T.O.(E)MONOPOLE =PROJECT INFO: "' 75'-0'AGL pi"" 75'0'AGL P W 11 RAD CENTER OF PROPOSED PANEL ANTENNAS RAD CENTER OF(E)PANEL ANTENNAS _ _ _SECTORS X&Z I i 111 RAD CENTER OF PROPOSED PANEL 72.0=AGL 70.-2�I2"AGL — — — I ` _ _ ANTENNASCDSECTORY WASHINGTON SQUARE 72'-0"AGL 1 III! �. I I _ (E)AT&T ANTENNA SHROUD 1 1.1 1 �PROPOSED AT&T TO BE REMOVED/REPLACED 9585 SW WASHINGTON SQUARE ROAD An CENTER OF RELOCATED(E)PANEL ANTENNAS 1 111 2100MHz RRH MOUNTED TIGARD,OR 97223 I- 62%0"AGL ////'��,,,JJi TO PIPE MAST(TYP OF 3) WASHINGTON COUNTY PROPOSED AT&T 700MHR 1111) .a RRH MOUNTED TO PIPE +i`- r- +� 1 —ISSUED FOR: )r"T .;,V` + 1 u: 7yMAST(TYP OF 3) 5 .' w ��'i t ! I l•N. g; r* • ''► �,+p' « . ' K ' A 3 i tf'4 + ,, s,3', +. ,* I CONSTRUCTION J•~"-t�f♦ v i.��„1. «. ii 4V- 'r'IiI }40= r -UR{IE '_R. �r •• :t, '(iii s �"•tµ 440 -t V vt + L_REV:_DATE:—ISSUEDFOR: BY._ !•• "P a GABUE� �I,I.'L • n 7P b F .r�. k •,� - K 1�'. �I_ K1f.. " �I a!Y F «}r ROPO�`E r F = RUNK ! r T SUPPRES310N fr f +i. �*� 1 rA �!Y.��%A '}'"M IS BU N UNIT �•I^Y'" i ,r .._ ',,•y P -,n,`/..7 r . , ,.i *Er '1 '11ff)11'e"- :'J '.p, '/• . i. 'm FROM LTE 9412 BACKPACK TO SURGE ♦ 0li�( _, w+' 5 m A 3 ,;, [j, R 1, + i II + r i 1 r NSUPPRESSION DISTRIBUTION UNIT I b I r i r,' e �I I t ' : s (E)LANDSCAPE. s.. - r r (E)LANDSCAPE.TVP w rtpE()TO UT81QE OF POL : .{' g s .'.°« L1�m5r`.G "nVk , �1. Y r1`T e Ittsior.,� t ;r` r rr..k:PROPOSED 248V DCR 'K �f '� .,•�!y, �', ,t r «, *c � „. y „iK + CABLE FROM(E)TE43 TO SURGE t ,I+ y' t .'A + 7 °�' i j -s« -4*-4' fsSUPPRESSIONDISTRIBUTIONUNIT H • 1 ya,,,• "—...4511::::;;;.4t '•�. . --�"r1Y:' R y '-' � a • ', r '»N }i. ' r ,. ;s^ g��� * sr` . . c: « ry , r i•,'4 •. , I . . r�; a «, s.R W ) D TO Q.4�.`nG” r,PO ...k....Pi" L t1', /?-:•t _+ ,. ++'Ir4,!'t' � .,,. Ir i ' ::. f.r. Q 10,1: : t 1� y e• . ' 1' ' C.— y N ,a1 0 03-28 11 :::+� �i,,;r {'y�,, r r < `' { "r-.4'' -`. r n' i Qq 03-17-11 DMO T �N"1 f r k +�i Via. t'#r + 11► 4►+ F. t-'' •' ' �,•I o 4i i • iJw v ' twit t ![[ �I PR OPOSED CABLE YDRAYVNBY:=CHK.: APV.: Id I�``I )' SUPPORT BANOINO A �. j } DMO I BMH I MWO■ to PROPOSED AT&T GPS ANTENNA Q II, c 1 1 CURRENT ISSUE DATE yIIf L:ç--• �i�t y '• E CHAINLINK FENCE.TYP LINSURE! z ._ .1' _ I - I . . _. fit.. _ ,..`r` .�." f.. ' -7 �-..^. . ` .• w •• • W'._ .. .• •f -..w-.4..�- M.� "A V1{'i• ! ♦ r 1 1:..-..\ 1 74636PE •' r. . _ GRADE(REF) ' • • • 1 -..1 (. .fl GRADE(REF) y9/f 1N 0�5 QS/j�//1! 0'-0'(ASSUMED) 0'-0'(ASSUMED) ( 'EXPIRATION D1• 12/311121 —DRAWING INFORMATION:, (E)AT&T SERVICE (E)ICE BRIDGE W/ (E)CHAINLINK FENCE (E)AT&T SERVICE (E)ICE BRIDGE W/ (E)CHAINLINK FENCE METER (12)7!8"0 COAX WI BARB WIRE METER (12)7/8'0 COAX W/BARB WIRE CO DOs LToANY L DIMENSIONS AND A CONSULTANTS f ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRA.VINO ARE SUPERSEDED SY THE L.TEST RE ASION. THE INFORMATION CONTAINED IN THIS SET OF DOCLF IE NTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS REL.TED TO NAMED CUENT IS STRICTLY PROHIBITED. DRAWING TITLE: EXISTING&PROPOSED SOUTH ELEVATIONS DRAWING NUMBER: A-2 0 PROPOSED SOUTH ELEVATION 2 EXISTING SOUTH ELEVATION 1 CEI JOB NUMBER: 10-89665 22x34 SCALE:1!8"=1'-0' 111x17 SCALE:1/18'=1.-0" _ 22x34 SCALE:1/8'=1'-0' 111x17 SCALE:1118'=1'-0' 1 (E)MONOPOLE :AT:Ie.:N:4AP: 111111 In +PROPOSED 2318'0 MAST PIPE r,ii Your Wol1d.Delivered. FOR RRH MOUNTING 1 17110 �I RLSS PIPE TO PIPE CLAMP SET -PROJECT CONSULTANTS: r PROPOSED 112'0 U-BOLT - _ (PARTHIO-158-001) TOP DISTRIBUTION SHELF _mil_ HARDWARE(TYP) (10 BREAKER POSITIONS) .- (E)STANDOFF e d -- MANUFACTURER:ALPHA TECHNOLOGIES GOOdmanNetworkS PROPOSED PIPE MODEL:24V/48V DC-DC CONVERTER 4•.. ,• «` •• • / TRANSFER PLATE _ _ - - ARGUE PIN:0534398-20-000 PROPOSED 112"0 U-BOLT m HEIGHT:8.75';5RU{Rack UnNs) FOR PIPE(LENGTH TO SUIT) Mr WIDTH: 17.24';19'23 RACK MOUNTS _PLANS PREPARED BY: I. laird ilt r r R DEPTH: 12.20" NOTES: WEIGHT: 46 LBS -: FRONT � � � IIII 1. LOCATION T ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY �� °1M"1O'"_ AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE CONVERTER SHELF -SNAP IN HANGERS SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. (SPACE FOR UP TO 4 tem VOODIN•1LLE.H OMOHD RD NE,SUITE 210 - 5'-0'O.C.(MAX) CONVERTER POSITIONS) PHONE:45.4117 1732 FAX:4zb.2e7.17;w 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR EI.Z.IL: cAlQcnnrxten-onarrsm SS BAND SIGNALS FROM A MINIMUM OF FOUR(4)SATELLITES.VERIFY WITH ,,o.',.I.CORNERSTONE.ENOR.COM HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. PROJECT INFO: CABLE SUPPORT BANDING 12 PIPE TO PIPE CROSS OVER KIT 11 LTE GPS ANTENNA 1 0 DC -DC CONVERTER g PW11 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:3"=1'-0' 111x17 SCALE:1 1/7=1'-0' 22x34 SCALE:V=1'-0' 111x17 SCALE:1/2'=1'-0" 22x34 SCALE:1 1/2 =V4r 111x17 SCALE:3/4'=1.-0" WASHINGTON SQUARE i FRONT SOLAR 1219132" -� SHIELD- 9585 SW WASHINGTON SQUARE ROAD I. / II II I WASHINGTON COUNTY REMOVABLE • � 7.;21 RRH �^,Ili.: �'l l I" I'il • fr. _ i •• r•(e JJ - -_ _- ��� I. � r �I I I N -ISSUED FOR: I 1Q. \Q :� :IlIIIIL'iiilllllll. "1 r CONSTRUCTION J�� 1.:t ��+�/N -'. � IQP L�RFV_DATE=ISSUED FOR: BY:1 REMOVABLE 19' /J T 1'�13!18' I -• RACK EAR.TYP I I MANUFACTURER:ALCATELLUCENT T� STANDARD 19' 1'-r MODEL:9828 BBU EQUIPMENT RACK HEIGHT:19' r w WIDTH: 3.469";2U(Rack Units) MANUFACTURER:ALCATEL-LUCENT ISO VIEW s--�t4i' D 1>-413118' MODEL:DOx-48.80-RM Z . 03-28-11 CONSTRUCTION JRF MANUFACTURER:ROSENBERGER :��;+ry•`+ DEPTH: 11.81' �'• _-_s I."•-.r'1P I WEIGHT: 28 LBS HEIGHT:3.489";2U(RACK UNITS) MANUFACTURER:ALCATEL-LUCENT MODEL:FB-15-ABOX CEO 10505 WIDTH: 18.8' MODEL:9442 RRH 700MHz EXCESS FIBER CABLE ENCLOSURE O O 8� L 03-17-11 CLIENT REVIEW DMO ppp DIMENSIONS:17'W X 1-3/4'H(1U)X 1YD FRONT F �` r DEPTH: 20.1" HEIGHT:28.8' CAPACITY:20m(86'1)OF 10MM CABLE WEIGHT: 28 LBS WIDTH: 12.8' DEPTH: 6.T rDRAWNBY:=CHK.. APV.: , FRONT WEIGHT: 44 LBS I DMO 1 BMH I MWO CURRENT ISSUE DATE: EXCESS CABLE ENCLOSURE 8 BBU DETAIL 7 RAYCAP SURGE SUPPRESSOR 6 700MHz RRH 5 [ 03- 28-11 I 22x34 SCALE:1 112"=1'-0' 111x17 SCALE:3/4'.1'-0' 22x34 SCALE:1 1/2'=1'-O" I11x17 SCALE:3/4'=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:1'=1'-0' 111x17 SCALE:1/2'=1.-0" _LICENSURE: 11' 1 314" 8' :fr& N rT 7 r. NG//// w � DIS/ \ ���we■INI / / t ,, __� NOTE-� ___ TO BE INSTAWHIN 8/ r / I I' �•:ti` ,' �� ��� DRAWING Ir ��///////, FEET OF RADK7 UNIT �ic I ll� i I �' /� DO NOT SCALE DRANANOS.CNTRACTOR MUST'•ERIFY � � , �� - �� STANDOFF CHAIN MOUNT � I' ALL DB.ENSIONS AND AONSE CONSLITANTSOF ANY I � .'. N ` - •� .- •��_,` RLSS 010-120.301 - _ _ ERROR S O Q.IISSNS.ALL PRE'IOUS ISSUES OF THIS J =-.__ DRA YING ARE SUPERSEDED BY THE LATEST RE-I . 1 N � " l� O I�I�I■I I ( ` ^ �1.`P 7: I ;LI' IS PROPRIETARY BY NATURE ANY USE R1*CHISRELATEDTONNMDCLIENTIS I I -2318'0 PIPE RLSS � - �I.-. 1> 1i 11 ISO VIEW 9C10-981-202 . . I -MOUNTING BRACKET BY DRAWING TITLE: - 1.. III MANUFACTURER +II_I I'IIIJIII /f -- RAYCAP'SQUID" 1-0 - ■i fl MANUFACTURER:ALCATEL-LUCENT SURGE SUPPRESSION MOUNT DETAIL SHEET MODEL:9442 RRH AWE 2100MHz PLAN DISTRIBUTION UNIT HEIGHT:24.4" ELEYATION MANUFACTURER:RAYCAP 1, FRONT VIEW SIDE VIEW BACK VIEW DRAWING NUMBER:. 1 FRONT WIDTH: 10.8' MODEL:DC8-48-80.18.8F'SQUID" I DEPTH: 6.7' ~I-1 ANTENNA: . WEIGHT:43 LBS TOP VIEW KATHREIN 800 10788 A-3 0 2100MHz RRH 4 SURGE SUPPRESSION UNIT 3 SURGE SUPPRESSION UNIT 2 ANTENNA DETAIL (SECTOR X) 1 22x34 SCALE:1 112'= 11x17 SCALE:3/4"=1'-0' 22x34 SCALE:1/2"=1'.0 11x17 SCALE:114'-1'-0' CEI JOB NUMBER: 10-69555 22x34 SCALE:1 1l2"=1'-0' 111x17 SCALE:314'=1'-0' 22x34 SCALE:1'•1'-0' 111x17 SCALE:112"=1'-0' _ 1'-0" 1 1 11,-0"1 8" - VA'f� 8• �� f I at&t 1 Your world.Delivered. 1? [1....- CONSULTANTS: IlD Bo y 2? [] GoodmanNetworks. [Mra:i FRONT VIEW SIDE VIEW BACK VIEW L PLANS PREPARED BY: CO/INOITON� Ow-. wre.rre- FRONT VIEW SIDE VIEW BACK VIEW •Q �•/ 18928 P'OOOIIA'ILLEREDLiOND W NE.SUITE 210 l AM- MODEL: a254 7 732 F: 42 t1��rJ TOP VIEW AM-X-CD-16-05-007-RET PHONE:4�.4Q717]7 PA:.4zt.e7l7as fO POWERWAVE MODEL: EL AIL o.i`ccmv.lorrarpr.00m P85-17-XLH-RR Y WW.CORNERSTONE-FNGR.COM TOP VIEW - PROJECT INFO: ANTENNA DETAIL (SECTOR Z) 1 ANTENNA DETAIL (SECTOR Y) 9 Pw11 22x34 SCALE:1/2"=1I-0' 111x17 SCALE:1/4'=1'-0' 2204 SCALE:1/2'=1'-0" 111x17 SCALE:1/4'=1'-0" WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE ROAD TIGARD,OR 97223 WASHINGTON COUNTY ISSUED FOR: NOT USED 11 [REV 22x34 SCALE:NTS 111x17 SCALE:NTS CONSTRUCTION:=DATE:—ISSUED FOR: BY: • MANUFACTURER:ARGUS MODEL:TE43 HEIGHT:84" 4 1 WIDTH: 30" ® DEPTH: 30" WEIGHT:1800 LBS - EMPTY Q 03-2&11 CONSTRUCTION JRF DC/DC CONVERT ® ^` 03-17-11 CLIENT REVIEW DMO RAYCAP SURGE 0 -DRAWN OBV:iCHK.• BMH I APV.MWO FIBER ENCLOSURE \ 1 CURRENT ISSUE DATE: , .. NOT USED NOT USED 5 [ o3-28-11 'I III C22x34 SCALE:NTS 111x17 SCALE:NTS � 22x34 SCALE:NTS 11x17 SCALE:NTS .-LICENSURE:. 1 II , / T NT i''`n� MANUFACTURER:ALCA EL LUCE!�'� � �//11 C MODEL:LTE 9412 eNodeB 91��INFE,q�9. L-. COMPACT ENCLOSURE A 74635PE a C/� J HEIGHT:31" HVAC UNIT IN 7 DI/ J 0 WIDTH: 20" ' / - /. III j p DEPTH: 24'• HVAC CONTROLS G 0 WEIGHT:143 LBS _ '7 k o Owe trel 1 ALARM Id/ T P •RAn DATE.12/31/112 INTERFACE (2 �� //'�,',////�, ,/, CONNECTIONS 0111 U DRAWING INFORMATION II C 0 - DAU.°ngENSIOHS AND ADV SE CONSULLTANTS VANY ,�} O ERRORS AND OMISSIONS.ALL PRE/IOUS IBSUES OF THIS C/ DRAWING IRE SUPERSEDED BY THE LATEST RE'IS1ON. HI-LOW TEMP O 1 + 3 '\ T S PROPR ETARY B NATURE.ZANY USE OR DI LOSURE ALARMS , 11 U I� i •1.7• ,I.II; OTHER THAN WHICH IS RELATED TO NALIED CLIENT IS / I 1 __- STRICTLY PROHIBITED. •l �, � rDRAWINGTITLEGFCI OUTLET 0 I ,Will DETAIL SHEET INTERNAL ---- __- - .—� / \ GROUND BAR FRONT DRAWING NUMBER: 8DE (DOOR OPEN) //�� /� GROUND WIRE STUDS - A_-1 J. 1 0 TE43 CABINET DETAIL 3 NOT USED 2 LTE 9412 eNodeB BACKPACK 1 22x34 SCALE:3/4'=I'-0' 11x17 SCALE:3/8"=1'-0" CEI JOB NUMBER: 10-09555 22x34 SCALE:NTS 111x17 SCALE:NTS _ _ 22x34 SCALE:NTS I 11x17 SCALE:NTS - APPURTENANCES RF DATA SHEET TRUNK CABLES `- }&} ITEM NEW EXISTING REMAIN REPLACE TOTAL SECTOR OTY ANTENNA E AZIMUTH ANTENNA TYPE OF CABLE LENGTH PLACEMENT ��Your`wortd`.Delivered. ' ANTENNA 3 3 3 0 6 LTE X 1 70'-2 1/2 AGL Cr SEE DETAIL 1/A-3 OUTSIDE OF POWER 120'-0" MONOPOLE TMA 0 12 12 0 12 LTE Y 1 77-0'AGL 120^ SEE DETAIL -PROJECT CONSULTANTS: 91A-3.1 OUTSIDE OF FIBER 120,-0. RET 6 12 12 0 19 SEE DETAIL MONOPOLE LTE Z 1 70•-2 112'AGL 210' 10/A-3.1 700MHzRRH 3 0 0 0 3 GoodmanNetworks 2100MHz RRH 3 0 0 0 3 PLANS PREPARED BY: �ro•NOIN•WIRINIO,srowc 1502,1 b'OODINIILLE-REDMOND RO NE.SU TE 210 SCHEDULES 3 1/25 4511 ILLS,FAX Y4072 PHONE:425457.1732 FAX 42'467.171 1 22x34 SCALE:NTS 111x17 SCALE NTS EMAIL aiE S•tON .ENGR.0 d WYW.CORNERSTONE-ENORCOM PROJECT INFO: PW11 NOTE: $ NOTE: 700MHz&2100MHz RRH'S TO BE STACKED WITHIN EXISTING AT&T ANTENNAS AT THE 7Z-0" WASHINGTON SQUARE PROPOSED REPLACEMENT ANTENNA SHROUD e LEVEL TO BE RELOCATED AT THE 67-0'LEVEL t5; SECTOR"X" LTE 9585 SW WASHINGTON SQUARE ROAD y%Zr SECTOR"X' TIGARD,OR 97223 PROPOSED SURGE Pr WASHINGTON COUNTY SUPPRESSION DISTRIBUTION UNIT -- `ISSUED FOR; I C CONSTRUCTION J • PROPOSED AT&T _REV:_DATE:=ISSUED FOR: BY:^ LTE ANTENNA (E)ANTENNA SHROUD TO ANTENNA TO BE PROPOSED AT&T 700MHz NN/1/4:' BE REMOVED/REPUCED—N. RELocATED RRH,BELOW(TYP OF 3) / 4/,1 bi.c S,0 . PROPOSED AT&T ` Qp 03-28-11 CONSTRUCTION JRF 2100MHz RRH(TYP OF 3)— � Irliil: .•,. ,♦ [y,i �` I Qq 03-17-11 CLIENT REVIEW DMO '�( -DRAWN BY:=CHK.: APV.: LDMO BMH I MWO PROPOSED l._.-♦•-. '., , Q....... . CURRENT ISSUE DATE. REPLACEMENT _ -c; r ANTENNA SHROUD 1 L 03-28-11 J CONTRACTOR TO / //�\ LICENSURE. MATCH(E) ' / �� ....9, / / lA4y`n1/ (E)ANTENNA TO BE RELOCATED , /� O. (E)ANTENNA TO BE PROPOSED AT&T SECTOR"Y" RELOCATED ' �/ LTE ANTENNA ' �/ PROPOSED AT&T LTE �M ,b t 'gyp V n LTE ANTENNA r W. ON• 7420' EXPIRATION W1E 12/31/12 SECTOR'V" DRAWING INFORMATION DO NOT SCALE DRAWINGS.CONTRACTOR MUST''ZRIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS..LL PRE 1WS ISSUES OF THIS DRAV.'ING ARE SUPERSEDED BY THE LATEST RE,IBION. THE INFORI 54T1ON CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIET.F.Y BY NATURE.ANY USE OR DISCLOSURE OTHER TH.N WHICH IS RELATED TO NAMED CUENT IS STRICTLY PROHIBITED. o - ryry DRAWING TITLE: A. EXISTING&PROPOSED SECTOR"z" J SECTOR'Z' ANTENNA PLANS Ase LTE 4 ,e' 4 [DRAWNGNUMR PLAN NORTH PLAN NORTH R F-1 0 PROPOSED ANTENNA PLAN 2 EXISTING ANTENNA PLAN - CEI JOB NUMBER: 10-99555 22s34 SCALE:1"=1'-0" 111017 SCALE:1/2'=1'-0" _ 22x34 SCALE:1"=1'-0' 111x17 SCALE:1/7=1'-0" 1 I at&t Your world.Delivered. NOTE: •ALL CONNECTIONS TO BE CADWELDED •USE MECHANICAL CONNECTIONS ONLY PROJECT CONSULTANTS: ANTENNA SHROUD WITH THE WRITTEN APPROVAL OF THE _ CONSTRUCTION MANAGER •HOISTING GRIP TO BE INSTALLED Goodman Networks BELOW TOP GROUND KIT _ i ANTENNA SHROUD - [PLANS PREPARED BY: ANTENNA— - GROUNDING BUSS BAR AND ATTACHMENT —COAX GROUNDING KIT KIT WITH ISOLATORS BOLTED TO TOWER `•co IsTONC. —GROUND BAR ATTACHED TO ICE _ REFER TO SCHEDULE ON SHEET RF-1 BRIDGE SUPPORT 1•92 WOODINVILLE.REDMCND RD NE,SUITE 210 IVO�JDINYILLE.Wn 7SOTZ 3 JUMPER , , FOR TRUNK CABLE APPROXIMATE —JUMPER CABLE PHONE:rOODINVILL W 107.407.1 T94 DIN MALES • LENGTH a PLACEMENT EMAIL col„cM+r�m^'w'c'.m"' b —(E)ARGUE BATTERY CABINET _ W.W.COF3NERST N I.. —(E)ARGUS POWER CABINET =PROJECT INFO: GROUNDING KIT (E)NOKIA CABINET PW 11 0 (E)ARGUE GROUNDING BUSS BAR AND TE43 CABINET , #2 GREEN FROM TOP ATTACHMENT KR WITH ISOLATORS (E)EXPANDED H-FRAME WASHINGTON SQUARE GROUND BAR TO li OL TED 70 TOWER (E)UMTS BOTTOM GROUND BAR t _-- 5 , S `� 941122PBACK CE 9585 SW WASHINGTON SQUARE ROAD CABINET° TIGARD,OR 97223 � I WASHINGTON COUNTY ° �\ / �r ISSUED FOR: I (E)(2)#2 SOLID BARE TINNED 1 -� °�° I p L CONSTRUCTION J COPPER GROUNDING LEADS, ,/J h— _REV:_DATE:=ISSUED FOR.' BY._ CADWELD(TYP) -- -• • ° �• 1* ▪ ° i 1 ---)IT . , 1 ilf . I / / / Qp 03-28-11 CONSTRUCTION JRF (E)#2 SOLID BARE TINNED E)02 SOLID BARE / TINNED COPPER (E)EQUIPMENT Q 03-17-11 CLIENT REVIEW DMO GROUNDING LEADS(TYP) PLATFORM— DRAWN BY:=CHK.: APV.: COPPER GROUND RING [ DMO 1 BMH 1 MWO CURRENT ISSUE DATE: TOWER GROUNDING SCHEMATIC 6 NOT USED 5 [LICENSURE: 03-28-11 22x34 SCALE:NTS 11x17 SCALE:NTS _ _22x34 SCALE:NTS I11x17 SCALE:NTS HYLUG CONNECTOR INSTALLATION INSTRUCTIONS: �e,.� (2)318'0 SS HEXNUT 1�LNG 1 1. SELECT PROPER HYLUG FOR THE WIRE SIZE USED. 5 '�G EE4 % � EQUIPMENT CHASSIS I (#2)TWO HOLE 2. STRIP CABLE Of INSULATION TO A LENGTH EQUAL TO THE BARREL OF THE S TAesPE, Iln) �; GROUNDING BUSS BAR I COMPRESSION LUG CONNECTOR II = ki CABLE RACEWAY— I. 3. INSERT CABLE FULLY INTO CONNECTOR. I S .l_w•� lira GROUND WIRE STUD �- 4. APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF / � /( (TYP OF 2�FRONT$:.....�■:: TYPE GL LUG NO-LUX •� AND BACK OF CABINET) COLORED BANDS. Rk TYPE GR ANTI-OXIDIZING 5. CRIMP FROM TONGUE END OF CONNECTOR TOWARD CABLES FOR W O !••• COMPOUND CLEAR HEAT SHRINK ON TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES TCN a1E 1L31n2 {� COMPRESSION LUGS REQUIRING MORE THAN ONE CRIMP PER END. DRAWING INFORMATION: TYPE 318"8 STAR >' #2 STRANDED GREEN HYLUG TYPE YGA CONNECTOR IS PRE-FILLED WITH pENETROX COMPOUND AND DO NOT SCALE DRAWINGS CONTRACTOR LIUST'ERIFY i �. - �% WASHER INSULATED COPPER STRIP SEALED. ALL DIi IENSIONS:.ND/.D"ISE CONSULTANTS OF ANY IIII� `•i� _f�,'lil • ERRORO AND OMISSIONS.ALL PRE Tp118 ISSUES OF THIS GROUND LEAD TO BUSS BAR ulli- _ s ''`�`l, OR#2 SOLID BARE TINNED BURNDY HYDRAULIC DIE SET#UICRT-1/U 11T. DI NFOR ARE N SUPERSEDED IN rHE LATEST OF Re ISIaN. %jj `1U COPPER TO GROUND RING THE INFORMATION CJNT JNED IN THIS SET OF DOCUMENTS +_ PLAN 18 OTHER AW' BY NATURE.ANY USE OR p8CLONURE •• , OTHER THAN 1 h11CN L9 RELATED TO D. ED CLIENT IS STRICTLY PROHIBITED. TYPE GT TYPE SS \rW\\• NOTE: • FOR GROUNDING CONNECTIONS TO PAINTED CABINETS DRAWING TITLE TYPE VS CHASSIS,GRIND OFF ALL ENAMEL COATINGS TO BARE METAL AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG GROUNDING DETAILS - CONNECTION.APPLY NO-LUX TO ALL EXPOSED BARE METAL. NOTE: DRAWING NUMBER: CADWELD TYPES"SHOWN ABOVE ARE EXAMPLES-CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS E n TO BE USED FOR THIS PROJECT. C L 0 NOT USED 4 CADWELD DETAILS 3 HYLUG CONNECTION 2 GROUND CRIMPING GUIDELINES CEI JOB NUMBER: 10 22x34 SCALE:NTS 11x17 SCALE:NTS _22x34 SCALE:NTS 111x17 SCALE:NTS _ _22x34 SCALE:NTS I11x17 SCALE:NTS 22•34 SCALE:NTS 111x17 SCALE:NTS 89556 GROUNDING KEYED NOTES . (E)GROUND BUSS BAR,TYP. Oat&t(E)MAIN GROUND CONNECTION POINT.(V.I.F.) Your world.Delivered. O (E)ANTENNA MOUNT STRUCTURE. -PROJECT CONSULTANTS: < O PROPOSED 02 STRANDED GREEN INSULATED GROUNDING WIRE,PT. G (E)#2 STRANDED GREEN INSULATED COPPER GROUND LEAD,TYP.(V.I.F.) till Goodman Networks <> PROPOSED GROUND CONNECTION RRH.SEE 2/E-2. PLANS PREPARED BY: E °: ' ? / / \ © 10926 WOOOIN':ILLLAEDI.IOND RD NE,SUITE 210 TOODIN.'IL LE.W,+9"072 PH04E'428487.1737 FAX 426.417.172. / EMAIL rlj_wrynb,war�.mm + h.. '.JWW.CORNERSTONE�NQR.COM _PROJECT INFO: '4,* �,�1_ ,i �', P W 11 / 1' i'`Y� ~, WASHINGTON SQUARE I �., a;` . hAAA%IAA "� 9686 SW WASHINGTON SQUARE ROAD �.--�I lr�l I� TIGARD,OR 97223 i �� _ 7\ WASHINGTON COUNTY AL'7 ✓ I ��,•_r .1 .,: l%� /2/ — SSUED FO R: -1 \\~ CONSTRUCTION= TE:=ISSUED FOR: ,BY._ .4'_ X61 !` ■,�` ` a�x(1111 1 `n 1 1 ,.�= 1\ ;1 `11,.f 1 ,.,, GROUNDING NOTES & LEGEND \ 4 ; �,,. _ \. .. `' / GENERAL GROUNDING NOTES Qp 03-28-11 CONSTRUCTION JRF � �i� C 5) 1 ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL INSTALLATION AND• -- ✓ CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. .. 03-17-11 CLIENT RENEW DMO 2. GROUND ALL ANTENNA BASES,FRAMES,CABLE RUNS,AND OTHER METALLIC -DRAWN BY:—CHK.: APV.: COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED r BUSS BARS.FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR L DMO I BMH I MWO GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFRS PRACTICES. CURRENT ISSUE DATE: / 03-28-11 3. ALL GROUND CONNECTIONS SHALL BE CADWELD.ALL WIRES SHALL BE COPPER THHN/THWN.ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE _LICENSURE: ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE.GROUNDING AND e~ AI Meek—IP 1 OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS,LLC. l' APE 1 REPRESENTATIVE. .-4,' ItiVor- ;al 6. REFER TO DIVISION 18 GENERAL ELECTRIC;GENERAL ELECTRICAL PROVISION P AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 11; eye 8. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING .14-w OV / /„ tt SYSTEM,AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T ID2ARAnD"DALE.13/31/121 WIRELESS,LLC.REPRESENTATIVE,PRIOR TO INSTALLATION OF GROUNDING DRAWING INFORMATION: PLAN NORTH SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING DO NOT SCALE DRAWINGS,CONTR..CTOR MUST VERIFY SYMBOL DESCRIPTION 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND MISSIONS ALL PRE TOUR ISSUES OF THIS O GROUND INSPECTION WELL INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. DR,.WING I,RE SUPERSEDED BY THE L,.TEST RE 1SON. THE INFORMATION CONT.'INED IN THIS SET OF DOCUMENTS IS PROPRIET.,R"/BY NATURE.ANY USE OR DISCLOSURE © COPPER GROUND ROD GROUNDING ROD NOTES OTHER THAN, I RELATED NAMED CLIENTIS (WHERE APPLICABLE) DRAWING TITLE ei COMPRESSION LUG ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED;A QUALIFIED INDIVIDUAL,UTILIZJNG SCHEMATIC GROUNDING PLAN NOTE: ® CADWELD CONNECTION THE FALL OF POTENTIAL METHOD,SHOULD PERFORM THE TEST.THE REPORT■ ALL GROUNDING WIRE RUNS AND WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST CONNECTIONS,BOTH ABOVE AND ® SIDE SPLICE CADWELD —"�__--4,- PONTS ALONG THE TESTING LINE,GRAPHED OUT TO SHOW THE PLATEAU. DRAWING NUMBER: BELOW GRADE,SHALL BE LOCATED 2 POINT GROUND TEST OR 3 POINT 82%TESTS WILL NOT BE ACCEPTED AS INSIDE OF THE LEASE AREA LINE. r FIELD VERIFY&TIE INTO EXISTING GROUNDING SYSTEM ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS.TEST SHALL BE E 1 0 PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM SCHEMATIC GROUNDING PLAN 1 GRIDS AND EXISTING COMMUNICATIONS FACILITY. CEI JOB NUMBER: 10-89565 22x34 SCALE:1 1/2'=l'-0' 111x17 SCALE:WC=1'-0' ti66