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Plans at &t r i ' Your world. Delivered. atat CITE c..: ' Appr TY OF T 4 . "'') 1 OF I 1 = PROJECT CONSULTANTS • �ti.itfmtaliy IA�ftlroved [ l Yo world. Delivered. se e�tterto:iFt dw.L Good man Networks Permit NumbA�� Retcdn N lather- I l r " zo t AO . - • '` _ek) — = PLANS PREPARED BY. TIGARD N E By: ► t l '� ''� _. E N O CORNERSTONE 10955 SW 65TH AVE 16928 WOODINVILLE- REDMOND RD NE. SUITE 210 WOODINVILLE. WA 98072 TIGARD, OR 97223 OFFICE COPY PHONE 425.487 1732 FAX: 425 487 1734 EMAIL. cei @cornerstoneengrcom W WW.CORNERSTONE -ENGR COM WASHINGTON COUNTY PROPRIETARY INFORMATION = PROJECT I NFO: PT87 PT87 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 TIGARD NE CROWN CASTLE #874135 WIRELESS. LLC. SERVICES IS STRICTLY PROHIBITED. 10955 SW 65TH AVE TIGARD,OR9 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX WASHINGTON COUNOUN TY t ® ...0.11, ` w�2 °y. "jF APPLICANT: PROPERTY OWNER: DWG. `ISSUED FOR i SW Porn 31 i - ' 66" - 0 . DESCRIPTION r I 4 AT&T ATBT MOBILIT CORPORA TBD L CONSTRUCTION J .•+L- sw on sI �a �" rI. - ' s - 16221 NE 72nd WAY, RTC 3 T -1 TITLE SHEET • ; - '� Fr ..., _ _' 1/r! Na l P.O. BOX 97061 G -1 GENERAL NOTES _REV CDATE= ISSUED FOR _ BY a • S Q . ! :.nom REDMON WA 98052 TOWER OWN �� . _ ' r _ N A -1 SITE PLAN e• r± � � N #.. �I�rr I 1 \ CROWN CASTLE A -1.1 EXISTING & PROPOSED ENLARGED SITE PLANS - @ t 1 PROJECT ENGINEER: 8547 154TH AVE NE S. SITE LOCATION - a / CO R NERSTONE ENGINEERING, INC. A -1.2 EXISTING & PROPOSED SHELTER PLANS CO .II* a ' r REDMOND, WA 98052 %4YrMn 16928 WOODINVILLE- REDMOND RD N.E. SUITE 210 A -2 EXISTING & PROPOSED SOUTH ELEVATIONS ro.�m E , PROJECT MANAGER: w { 1 o e F 6 0 °� ' WOODINVILLE WA 98072 A -3 DETAIL SHEET i ' WENDY LONG - ! , . � I. • Pon: _ w A E I I w MARK W OLSON, P.E A -3 1 DETAIL SHEET - PH: (425) 487 -1732 (206) 321 -1116 .4.,.. A ' - - _� FAX (425) 487 -1734 wlong @goodmannetworks.corn RF -1 EXISTING & PROPOSED ANTENNA PLANS • .a. i ' fiA • • -- o E -1 SCHEMATIC GROUNDING PLAN A 03 -16-11 CONSTRUCTION KJM V , C ON ST RUCTION MANAGER: • � ` y /IM ", PROJECT CONSULTANTS: E - GROUNDING DETAILS 1 TAI IRISH a^ I _ GOODMAN NETWORKS Qq 02 -22 -11 CLIENT REVIEW BMH . I' _ , i mmoli , - �T E Lr1 ATION "" ` (972) 259 - 0373 _ N 4 8815 122ND AVE. NE gtrish @goodmannetworks com ,,,,,.,,,„ow + ' KIRKLAND, WA 98033 `DRAWN BY: —DHK.: APV.. r 1 .1 • L; BMH I JRF I M S ITE ACQUISITION: ° F - Y.� --m° ... ,1, \ '.r GEORGE PIERCE WO t s �,k GEORGE ISSUE DATE. (206) 406 -5117 [ LICEN aww� "F"wf • I CODE INFORMATION: gpierce @rykaconsulting com # e / ✓ ZONING CLASSIFICATION 03 16 11 C -G PERMITTING: a � t a BUILDING CODE: IBC 2009 GEORGE PIERCE SURE. CONSTRUCTION TYPE: TELECOMMUNICATIONS (206) 406 -5117 o,� p DRIVING DIRECTIONS OCCUPANCY: UNOCCUPIED gpierce rykaconsulting.com t EHGINE JURISDICTION: CITY OF TIGARD RF ENGINEER: FROM AT &T MOBILITY IN REDMOND. START AT 16221 NE 72ND WAY. REDMOND GOING TOWARD NE 73RD WAY. TURN RIGHT ON NE 73RD WAY. TURN PROPOSED BUILDING USE: TELECOMM KUNG rc 74 387E LEFT ON 163RD PL NE. TURN LEFT ON NE 74TH ST. TURN RIGHT ON BEAR CREEK PKY. TURN LEFT ON LEARY WAY NE. TAKE RAMP ONTO WA -520 W -LIANG LIN TOWARD SEATTLE. TAKE THE RENTON EXIT ONTO 1 -405 S. CONTINUE ON WA -518 W. TAKE THE PORTLAND EXIT ONTO I -5 S. TAKE EXIT (425) 698 -7825 % "_ it294 TIGARD /NEWBERG. CONTINUE ON SW BARBUR BLVD(OR-99W). CONTINUE TO FOLLOW OR-99W. TURN LEFT ON SW CORONADO ST. TURN RIGHT ON SITE LOCATION: (BASED ON NAD 83) OREGON 45° 26' 29 37" N 45.4415 2 iy ' c. xo °" O ? ( SW 64TH AVE. BEAR RIGHT ON SW 65TH AVE LATITUDE ( ) PARCEL NUMBER: '4/r W O �6 �1 1 . l I �1 ARRIVE AT SITE, ON THE RIGHT LONGITUDE 122° 44' 38.25" W (- 122.7440) 1S136AD06300 TOP OF STRUCTURE: 100' -0" AGL (MONOPOLE) — EXPIRATION DATE 12/31/121 AREA OF PARCEL: BASE OF STRUCTURE: 353' -0" AMSL P84,704 SQ. FT. LEGAL DESCRIPTION - DRAWING INFORMATION. (6.49 ACRES) DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY PROJECT AREA: NO TITLE REPORT PROVIDED ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY APPROVAL / SIGN OFF OF DRAWINGS 322 SQ. FT. NEW IMPERVIOUS AREA ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS 0 SQ. FT. DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS CONSULTANT GROUP SIGN OFF DATE INITIAL AND PRINT NAME AT &T SIGN OFF DATE INITIAL AND PRINT NAME THAN WHICH C NATURE. IS . ANY USN M DISCLOSURE GENERAL INFORMATION. IS PROR OTHEP ZH YBN REL ISURE. ANY TOE OR DISCLOSURE IS LANDLORD'S REPRESENTATIVE RF ENGINEER 1. PARKING REQUIREMENTS ARE UNCHANGED. (NON ASSIGNED TECH PARKING) STRICTLY PROHIBITED 2. TRAFFIC IS UNAFFECTED ` DRAWING TITLE:. CONSTRUCTION COORDINATOR INTERCONNECT 3 NO SIGNAGE IS PROPOSED. PROJECT MANAGER OPERATIONS PROJECT DESCRIPTION: TITLE SHEET SITE ACQUISITION COMPLIANCE THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. CONSISTING OF THE REMOVAL OF (1) ANTENNA, THE DRAWING NUMBER. ZONING CONSTRUCTION MANAGER ADDITION OF (3) NEW PANEL ANTENNAS (1 PER SECTOR), (6) REMOTE RADIO HEADS (RRH) AND (1) SURGE SUPPRESSION DISTRIBUTION UNIT NEAR ANTENNAS ON AN EXISTING CONSTRUCTION MANAGER PROJECT MANAGER MONOPOLE: ALSO ADD ADC CONVERTER, RAYCAP SURGE SUPPRESSOR, 9926 BBU AND T 1 0 EXCESS CABLE TRAY INSIDE A NEW LTE 19" RACK MOUNTED INSIDE AN EXISTING EQUIPMENT REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO SHELTER, ALSO ADD A NEW LTE GPS ANTENNA TO AN EXISTING ICE BRIDGE AND REMOVAL EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED OF EXISTING TOMA CABINETS. CEI JOB NUMBER 10 -69544 GENERAL NOTES: GENERAL NOTES (CONT'D): STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS 24, IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT A/C AIR CONDITIONING LBS POUNDS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS. THE GENERAL CONTRACTOR SHALL FOR REVIEW PRIOR TO FABRICATION. AGL ABOVE GRADE LEVEL MAX MAXIMUM UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS APPROX APPROXIMATELY MECH MECHANICAL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT. LABOR, AND ANY REQUIREMENTS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS. 2. STRUCTURAL STEEL DESIGN. FABRICATION AND ERECTION (INCLUDING FIELD WELDING, MTL METAL at&t DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION BLDG BUILDING MFR MANUFACTURE - OWNER'S PROJECT MANUAL. COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTO SIMULATIONS ARE ANCHORS) SHALL BE BASED ON THE A.I.S. C. "SPECIFICATION FOR THE DESIGN, BLK BLOCKING MGR MANAGER PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. MIN MINIMUM 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB INDICATED IN THE PHOTO SIMULATIONS. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2009 CHAPTER 22, BY A QUALIFIED CLG CEILING MISC MISCELLANEOUS �� Your world. Delivered. SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE CLR CLEAR PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION. FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. CONC CONCRETE NA NOT APPLICABLE THAT CONSTRUCTION/CONTRACT PROJECT THE OL DOCUMENTS TO VERIFY FIELD C IONS AND CONFIRM CONST CONSTRUCTION NIC NOT IN CONTRACT THAT THE PRJ WILL BE BE ACCOMPLISLIS HED D AS S SHOWN. PRIOR IOR T TO PROCEEDING 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE 3, STRUCTURAL STEEL SHALL CONFORM TD THE FOLLOWING REQUIREMENTS: COOT CONTINUOUS NS NEAR WITH CONSTRUCTION, ANY ERRORS. OMISSIONS, OR DISCREPANCIES SHALL BE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED. CONTRACTORS SHALL CONFIRM (PRIOR NTS NOT TO SCALE - PROJECT CONSULTANTS: BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE TYPE OF MEMBER DBL DOUBLE WRITING. PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN DIA DIAMETER OC ON CENTER UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET - HAVING A. WIDE FLANGE SHAPE ASTM AB92, Fy 50 KSI DIAG DIAGONAL OD OUTSIDE DIAMETER 3. THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL B. OTHER SHAPE. PLATES AND ROO ASTM A36, Fy 36 KSI DN DOWN 11;) CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE C. PIPE COLUMNS ASTM A53. Fy 35 KSI DET DETAIL PLYWD PLYWOOD Goodma n N etworks CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR PROVISIONS FOR X -RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE D. STRUCTURAL TUBING ASTM A500, Fy 46 KSI DWG DRAWING PROJ PROJECT OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT ANCHORING OCCURS. E. ANCHOR BOLTS ASTM A307 PROP PROPERTY EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS F. CONNECTION BOLTS ASTM A325 TWIST -OFF -TYPE EA EACH PT PRESSURE TREATED IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR 26. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL EL ELEVATION REQ REQUIRED THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT /ENGINEER OF ANY CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al23/Al23M -00. ELEC ELECTRICAL RM ROOM CONFLICTS. ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S TIES SHALL NOT BE PERMITTED FOR USE ON AT &T PROJECTS. RECOMMENED MANUFACTURER EQ EQUAL RO ROUGH OPENING _ PLANS PREPARED BY PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S -CP UNDER SERIES-304 (OR 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL EQUIP EQUIPMENT MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA. BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY EXT EXTERIOR SHT SHEET CCORNEii570NE PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 SIM SIMILAR �� ENGINEERING. INC. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN FIN FINISH SPEC SPECIFICATION CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 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 E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN FLR FLOOR SS STAINLESS STEEL 16928 WOODINVILLE - REDMOND RD NE, SUITE 2W PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL FS FAR SIDE STL STEEL WOODINVILLE. WA 98072 CONTRACT. DESIGN CRITERIA: REQUIREMENTS OF WELDED BARS. FT FOOT STRUCT STRUCTURAL STD STUD PHONE 425.4821732 FAX: 425.487.1734 EMAIL: cei @cornerstone -engr.com 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 6. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE GA GAUGE SUSP SUSPENDED WWW.CORNERSTONE- ENGR.COM MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL GALV GALVANIZED WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. INTERNATIONAL BUILDING CODE 2009 WITH OREGON STATE BUILDING CODE COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE GC GENERAL CONTRACTOR THRU THROUGH AMENDMENTS (IBC 2009) DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS." GRND GROUND TNNG TINNED - PROJECT INFO: 6, ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN GYP BD GYPSUM WALL BOARD TYP TYPICAL 2. DESIGN LOADS, 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (314" DIA.) AND SHALL PT87 STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND DESIGN DATA FOR CITY OF TIGARD, OR: HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. HORZ HORIZONTAL UNO UNLESS NOTED ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS. HR HORR OTHERWISE ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC -ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) e . NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5 /e" DIA. ASTM A307 HT HEIGHT AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND BOLTS UNLESS NOTED OTHERWISE. HVAC HEATING VERT VERTICAL TIGARD NE STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. -BASIC WIND SPEED 94.5 MPH (3 SEC GUST) VENTILATION VIF VERIFY IN FIELD 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & AIR CONDITIONING 7. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE. A FULL SET OF -WIND EXPOSURE B CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM ADS UNLESS NOTED W/ WITH 10955 SW 65TH AVE CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA D NSIDE DIAMETER W/O WITHOUT THIS CLARIFICATIONS SET I ALID CON USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. OTHERWISE. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED NCH WP WATER PROOF TIGARD, OR 97223 FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. NFO NFORMATION NSUL NSULATION WASHINGTON COUNTY SIGNED WET STAMP. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH NT NTERIOR 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE PAINT) OR APPROVED EQUAL. BC NTERNATIONAL NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. BUILDING CODE - ISSUED FOR: CONCRETE NOTES: - T T- TELEPHONE [ REV CONSTRUCTION 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE p P- POR MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. TOWER /POLE NOTES: - - GROUND WIRE s!7E. := DATE:= ISSUED FOR: BY:- ] 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE -COAX COAX COAXIAL CABLE 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT WITH CHAPTER 19 OF THE IBC 2008. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL 1. VERIFICATION THAT THE PROPOSED TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA LESS THAN 2 -A OR 2 -A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF BE AS FOLLOWS. LOADING IS TO BE DONE BY OTHERS, 410 ANTENNA PROJECT AREA DURING CONSTRUCTION. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND CENTERLINE 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING (Fe) RATIO CONTENT FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE IMPROVEMENTS. EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. A SLABS ON GRADE PER CUBIC YARD CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. (E) EXISTING UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY TOPPING SLABS HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. CONCRETE PIERS 2,400 PSI f..45 51/2 SACKS e DETAIL NUMBER 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING B. ALL STRUCTURAL CONCRETE 4,000 PSI '_ 45 6112 SACKS ABBREVIATED ROOF TOP SAFETY PROCEDURES SHEET NUMBER CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR EXCEPT WALLS SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR (WHEN APPLICABLE): Q 03-16 -11 CONSTRUCTION KJM PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, C. CONCRETE WALLS 4.000 PSI .45 61/2 SACKS SPECIAL INSPECTIONS: DUST, OR SMUDGES OF ANY NATURE. (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. - 03/01/99) SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2009 SECTION 1704. A 02 -22 -11 CLIENT REVIEW BMH 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY FALL PROTECTION METHODS AND EQUIPMENT DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 3 THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE ROOF TOP INSTALLATIONS SOILS /GEOTECHNICAL: - DRAWN BY =CHK.: APV.: METHODS AND PROCEDURES OF CONCRETE PLACEMENT. ❑SHORING INSTALLATION AND MONITORING I BMH I JRF I MWO 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, DOBSERVE AND MONITOR EXCAVATION AVOID DISTURBING NORMAL BUSINESS. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR ❑VERIFY SOIL BEARING p BEARING CURRENT ISSUE DATE: AIR -ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494. TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION ❑ SUBSURFCE DRAINAGE PLACEMENT 15. THE CONTRACTOR SHALL PROVIDE AT&T WIRELESS. LLC. PROPER INSURANCE C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE WORKERS. ' CERTIFICATES NAMING AT &T WIRELESS. LLC. AS ADDITIONAL INSURED. AND AT&T 1904.2.1 OF THE IBC 2009. ['VERIFY FILL MATERIAL AND COMP ACTION LI 03 -16 -11 WIRELESS. LLC. PROOF OF LICENSE(S) AND PE & PD INSURANCE. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., ❑VERIFY CONDITIONS AS ANTICIPATED 5. REINFORCING STEEL SHALL CONFORM TO ASTM BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY LICENSURE: 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL GRADE 60, fy= 60,000 PSI. EXCEPTIONS: ANY BARS S SPECIFICALLY (INCLUDING SUPPLEMENT 51), ECIFICALLY SO NOTED ON THE MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL ❑PILE PLACEMENT (AUGER CAST /DRIVEN PILE) ❑OTHER INSPECTIONS. DRAWINGS SHALL BE GRADE 40, fy= 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED DISTANCE OF THE CONSTRUCTION WORKERS. ,,gyp PR N „ ... DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A708. REINFORCING F3'� F F 17, CAUTION! CALL BEFORE YOU DIG BURIED UTILITIES EXIST IN THE AREA AND UTILITY COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN B' OR LESS OF AN REINFORCED CONCRETE: e� ��GI N6E R S S , . INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. ❑REINFORCING STEEL AND CONCRETE PLACEMENT LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1- 800 - 424 -5555 A.W.S. 014 ARE SUBMITTED. ❑PRESTRESSED /PRECAST CONCRETE FABRICATION AND ERECTION 74538PE 4. SAFETY LINE SHALL BE MINIMUM 24" DIAMETER NYLON. WITH A NOMINAL TENSILE ❑BATCH PLANT INSPECTION 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN STRENGTH OF 5400 LBS. SUBMIT TO AT&T WIRELESS, LLC. ALONG WITH REDLINED CONSTRUCTION SET ACCORDANCE WITH AC7 315 AND 316. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST ❑SHOTCRETE 30 BAR DIAMETERS OR A MINIMUM OF 2' -S . PROVIDE CORNER BARS AT ALL WALL AND 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE OGROUTING / 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP FOOTING INTERSECTIONS, LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A STRUCTURE. ❑OTHER ' • - �O (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED MINIMUM OF 2' -0 ". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SET TO AT &T WIRELESS, LLC, UPON COMPLETION. SIDES AND ENDS. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO ST RUCTURAL STEEL R� W 0\. REACH EDGE OF ROOF, BUT NOT BEY ❑FABRICATION AND SHOP WELDS EXPIRATION DATE: 12/31/12 20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. _ PARTICIPATION IN BID WALK. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. ❑ERECTION AND FIELD WELDS AND BOLTING I 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, ❑OTHER DRAWING INFORMATION: 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER ty= 60,000 PSI. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT INCLUDING: ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY CONSTRUCTION MANAGER AND ARCHITECT. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. STRUCTURAL ALUMINUM: ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ❑FABRICATION AND SHOP WELDS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: USE OF AN INSPECTION CHECKLIST ❑ERECTION AND FIELD WELDS AND BOLTING THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS • AT &T CONSTRUCTION MANAGER. INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS ❑OTHER IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE - FOOTINGS AND OTHER UNFORMED REPORTING AND DOCUMENTING ANY HAZARDS OTHER THAN PROPRIETARY BY IS RELATED ANY NAMED R DISCLOSURE CLIENT IS 3" REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION STRICTLY PROHIBITED. 23. WIN HERE THE CASE T ROOFTOP OF EXISTING FOR ROOFING MATERIALS AND/OR OCCUR, ANTENNA FRAMES SURFACES, EARTH FACE POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN CONTRACCTOR TOR SHALLL L OF COORDINNATE ATE WITH BU WHERE SHA RIH E RAND THE GENERAL RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER STRUCTURAL MASONRY: DRAWING TITLE: BUI LDING G OWNER ER AND BUILDING ROOFING -FORMED SURFACES EXPOSED REPRESENTATIVE COWORKER SAFETY CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY TO EARTH OR WEATHER (#6 BARS OR LARGER) 2' ❑CONTINUOUS AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE (55 BARS OR SMALLER) 1 1/2• ❑PERIODIC ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL GENERAL NOTES FUTURE BREACH OF ROOFING INTEGRITY. - SLABS AND WALLS (INTERIOR FACE) NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION ❑ 3.'4- 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. REFERENCED •OSHA REGULATIDNWSTANDARDS SHALL BE REVIEWED BY TOWERERECTORS, OTHER: DRAWING NUMBER: EQUIPMENT INSTALLERS, AND TOWER /ROOF TOP CONTRACTORS/SUBCONTRACTORS 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 29 CFR 1926.500 - SCOPE. APPLICATION, AND DEFINITIONS 29 CFR 1926.501 -DUTY TO HAVE FALL PROTECTION ANCHORING TO CONCRETE: A 13. NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND 19 CFR 1926.502 - F1 PROTECTION SYSTEMS CRITERIA AND PRACTICES / - 0 SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S OBOLTS INSTALLED IN CONCRETE V _ PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE ❑POST- INSTALLATION ADHESIVE ANCHORS MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). OPOST-INSTALLATION MECHANICAL ANCHORS 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND, ADHESIVE ANCHORS REQUIRE TESTING CEI JOB NUMBER: 10 -89544 TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. THIS IS NOT A SURVEY ALL INFORMATION AND TRUE NORTH HAVE 1 BEEN OBTAINED FROM EXISTING DRAWINGS u a 1 O t AND ARE APPROXIMATE. • l.A `Ot �� Your world. Delivered. • (E) P LINE I PR OP ER L — — — (� — PROJECT CONSULTANTS: /Q � GoodmanNetworks 117 I I n. I - _ PLANS PREPARED BY 1 - - ( ) _ _ - - CORNERTONE . I E PROPERTY LINE _• wnlw eewH• INO I 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE. WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 I I EMAIL: cei(ecomeretoneengr.com 1 I W W W.CORNERSTONE- ENGR.COM = PROJECT INFO: (E) LANDSCAPING BUFFER PT87 1 I (E) CHAINLINK FENCE 1 f I W/ BARB WIRE TIGARD NE p -1.7 ��— -fir — - -j \ (E) 100' -0" STEEL MONOPOLE 10955 SW 65TH AVE ___ __1 i."• - ) TIGARD, OR 97223 e WASHINGTON COUNTY (E) SUBSTATION •PIp.ol - ISSUED FOR: • L (E) TRANSFORMER CONSTRUCTION #5669 100 • 1 _REV: = DATE: = ISSUED FOR: BY:— I I z w 1 (E) AT &T EQUIPMENT SHELTER 1 n. 1 O � D- D cL I g 0 Qp 03 -16 -11 CONSTRUCTION KJM D SITE ACCESS w 1 1 , A 02 -22 -11 CLIENT REVIEW BMH 1 DRAWN BY: =CHK.: APV.: I TL: 1S136AD06300 BMH I JRF I MWO 282,704 SQ FT I CURRENT ISSUE DATE. 1 6.49 ACRES I I SW 65TH AVENUE [LICENSURE 03 -16 -11 I I : . 1 I t(r e,O NGI NEFR 745 38PE , ,' OREG• I 2 s I 1 (EXPIRATION DATE: 12/31/1 1 ' DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS D RAWING ARE SUPERSEDED BY THE LATEST REVISION. 1 I I THE IN THIS SET OF IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE DOCUMENTS I I OTHER THAN WHICH IS RELATED TO NAMED CUENT IS STRICTLY PROHIBITED. I — — DRAWING TITLE: ___! — — — — — — ( PROPERTY LINE -- JJ�� — SITE PLAN I DRAWING NUMBER:. PLAN NORTH A -1 0 SITE PLAN CEI JOB NUMBER: 10 -69544 22x34 SCALE: 1" = 40' -0" 111x17 SCALE: 1" = 80' -0" NOTE: ,./ ..- ' , NOTE: , SEE RF -1 FOR ANTENNA PLAN SEE RF -1 FOR ANTENNA PLAN (E) TREE MP) _ (E) TREE (TYP) ' o Ot ` ' C . ; ---- --;-- ''''N p J i � P t � Your world. Delivered. ft. . ,1). PROJECT CONSULTANTS: ") c ' A r /� � �� (E) LANDSCAPING 1 �J ID GoodmanNetworks \\,..,„,,. ; 0 BUFFER ))) (E) LANDSCAPING t , 111 \ BUFFER (E) CHAINLINK FENCE 1 J -N- (E) CHAINLINK FENCE \ ` W/ BARB WIRE \ _ �� W/ BARB WIRE \ :.•; L PLANS PREPARED BY: � �f� �- • ��_�� �`_/ i\ � r- �ti/ • y.. (�j /�f�^ /- COI NOI WEi�3TONE . -��'� • • a • • { 1.1"...• I N E[ N IN O . IN C 0 {y \ • t 8 W • BD2 00 DINVILLE- REDMOND RD NE. SUITE 210 Q Q0 0 <25A WOODIN2E. 98072 .1 425PHONE: L 6 173 X' 0 87.1732 FA87. , • • *° E WWW.CORNE E R ` S ONE- ENGR.COM 0. • • = PROJECT INFO: • PT87 ( ICE BRIDGE W/(14) • (E) ICE BRIDGE W /(14) 718 & (4) 15/8 COAX TIGARD NE `7 7/8 "0 & (4) 1 5/8"0 COAX • [i ( ) cii PROPOSED AT &T \ GPS ANTENNA I • 10955 SW 65TH AVE TIGARD, OR 97223 WASHINGTON COUNTY Q. . • [REV ISSUED FOR: • PROPOSED ,� (E) GENERATOR RECEPTACLE I • GENERATOR : (E) 100-0" STEEL TO BE REMOVED !REPLACED (E) 100-0" STEEL CONSTRUCTION RECEPTACLE ( 1 ^ MONOPOLE / MONOPOLE 1 f // f r ) A � . 1 \ F/0 F /0 F /O • : = DATE: - ISSUED FOR: BY.- - • P 1 , ' . Ap. : .- • a • / i . �� ._ • , �� itl , !� ,' .--.1 .--.1 �p 03 -16-11 CONSTRUCTION KJM qjf � (E) OTHER C ARRIER EQUIPMENT , , (E) OTHER CARRIER EQUIPMENT 1,� � MOUNTED ON CONCRETE SLAB MOUNTED ON CONCRETE SLAB QA 02 -22 -11 CLIENT REVIEW BMH 0 PROPOSED (2) 48V DC POWER TRUNK i - DRAWN BY: =CHK.: APV.: • CABLES FROM EQUIPMENT SHELTER TO • BMH I JRF I MWO I CURRENT ISSUE DATE: • SURGE SUPPRESSION DISTRIBUTION UNIT 0 PROPOSED FIBER TRUNK CABLE FROM ( O3 6 -� l • # EQUIPMENT SHELTER TO SURGE • 0 ,, SUPPRESSION DISTRIBUTION UNIT • - LICENSURE: (E) 11-6 "x28' -0' (E) 11'43 (E) UTILITY p7 EQUIPMENT SHELTER (E) UTILITY EQUIPMENT SHELTER y -0 PROPOSED AT &T 19' LTE • H -FRAME H -FRAME 6 � �wG I NEER EQUIPMENT RACK WITHIN `` • ` ` 74538P ` ( 0 E) EQUIPMENT SHELTER © • ` • • ` ` Cl 0 • 0 $3f(7ft !EXPIRATION DATE 12/31/121 • • DRAWING INFORMATION: ��� • , D ALL DIM AN ADVISE C i/A ONSULTANTS CONTRACTOR MUST VERIFY OF ANY /1 / ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS / / 1 /'I� / I DRAWING ARE ED THE LATEST REVISION I 1 THE E INFORMATION CONTAINED IN IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE (E) ACCESS GATES (E) ACCESS GATES OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS ST PROHIBITED DRAWING TITLE: (E) ACCESS ROAD (E) ACCESS ROAD EXIS & PROPOSED - / ENLARGED SITE PLANS (i DRAWING NUMBER:, PLAN NORTH / PLAN NORTH A 1 • 1 0 PROPOSED ENLARGED SITE PLAN 2 EXISTING ENLARGED SITE PLAN CEI JOB NUMBER: 10 -69544 22x34 SCALE: 3/16" = 1' -0" 111x17 SCALE: 3/32" = 1' -0" 22x34 SCALE: 3/16 = 1'4` 111x17 SCALE: 3/32" = 1-0" PROPOSED FIBER TRUNK CABLE FROM PROPOSED 19" LTE RACK TO CABLE PORT at&t PROPOSED (2) 48V DC POWER / a t&t TRUNK CABLES FROM PROPOSED 19" LTE RACK TO CABLE PORT __ Your world. Delivered. (E) FIRE EXTINGUISHER \ (E) FIRE EXTINGUISHER \ PROPOSED 24V DC POWER FROM \ (E) ARGUS POWER RACK TO 1 PROPOSED 19" LTE RACK (E) BATTERY RACK = PROJECT CONSULTANTS. 1 - - - - (E) 200 AMP SERVICE PANEL p �Fr I A . - - A �- _ Goodman Networks _�_ 1® - ,— I (E) SURGE SUPPRESSOR by I — Q 0 -- � ---- - - - f - - -- I I y = = PLANS PREPARED BY (E) FIBER I / I I w �� COr�NEr�3 aONE I i I - OPTIC RACK I - (E) OVERHEAD ▪ ® ® — — + = CABLE TRAY F/D — F/0 — F/0 (E) ARGUS = 8928 WOODI D N EDEOV RD ZE, SUITE 210 P P POWER RACK _ P p I 1 PHONE: 425.487.1732 FAX 425.487.1734 1- - - _ - � X I . - - . - - I - EMAIL: ceiE .co • W .CORNERSTONSTONE - ENGR.-ENGR. COM I = I I = W W I I - = PROJECT INFO: I ,�,, - = PT87 \ I I I - U I I I I = a TIGARD NE PROPOSED FIBER FROM (E) = I + -a `= - - - - - � 4 - FIBER O RACK TO BBU - I I -_ WITHIN PROPOSED 19" LTE RACK - ▪ I I g l l ,l � I - .. ���-�- 10955 SW 65TH AVE TIGARD, OR 97223 -- - - - -�' -0- L - WASHINGTON COUNTY PROPOSED LTE EQUIPMENT = J INSTALLED INTO PROPOSED . 11111111111111111111111111111111111 II111111111111111111111111111111111111111111111111111111111111111111111111 I; 19" LTE EQUIPMENT RACK © [ REV A -3.7 ` ISSUED FOR (E) NOKIA (E) UMTS CABINET PLAN NORTH : = DATE: — ISSUED FOR BY • PROPOSED SHELTER PLAN 2 22x34 SCALE. 1/2" - 1' -0" 111x17 SCALE. 1/4" = 1' -0" Q 03 -16 -11 CONSTRUCTION KJM (E) FIRE EXTINGUISHER \ (E) FIRE EXTINGUISHER Q 02 -22 -11 CLIENT REVIEW BMH • \ DRAWN B =CHK. APV.. \ Y: l (E) BATTERY RACK I I 1 BMH I JRF I MWO L (E) 200 AMP SERVICE PANEL }I II I I I I I I I I I I I 1 I I I I I M I I I I I 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 I I I I 1 I I I I I I I I it I I I I I � I I I 1 I I'�l�'1 I I 1 I 1 1 1 1 1 1 1 1 11 11 11 I I I I 1 I I I I I I I I I I I I I I I I I 1 1111 11 11 1 1 1 1 11 1 1 1 1 11 11 11 It -C URRENT ISSUE DATE: + -¢ n rrn F L 03 -16 -11 _ _ LICENSURE (E) SURGE SUPPRESSOR I n^ — I = i PRGF - b -0- - - - - - I . = 1 d r - � N G NE s , \ - (E) FIBER I I _ .i. ` � ]453BPE = RACK I I I - I - J--- - � - - -- - - - - - - -- / M -�- �--- �- + � CABLETRAY (E)OVERHEAD 4 I (E)ARGUS OREGON O e / I OPTIC POWER RACK � � "Y w o\ 5117 if - I • I -,� - -- -- Y - EXPIRATION DATE 12/31/12 • I • A t 444111 - I I _ = DRAWING INFORMATION: I + = DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY = I I - ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS I I I - U DRAWING ARE SUPERSEDED BY THE LATEST REVISION / \ I — - I THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS _ ._ i� -�- I ,A- - - - - - - - - � - _ - , - IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE - 7. � OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS — (E ) TDMA CABINET v STRICTLY PROHIBITED. _ r0 _ TO BE REMOVED ,J„ - DRAWING TITLE: 1� I + I)) L ', 6 - EXISTING & PROPOSED - 111111111111111111111 11111111111111111111111111111111111 111111111111111111 I1111111111111111111111111111111111111 UMTS [ DRAW ING NUMBER. CABINET PLAN NORTH A-1 •2 0 EXISTING SHELTER PLAN CEI JOB NUMBER: 10 -69544 22x34 SCALE. 1/2" = 1-0" 111x17 SCALE: 1/4" = 1' -0" - (E) LIGHTNING ROD (E) LIGHTNING ROD at &t Your world. Delivered. PROPOSED AT &T 700MHz RRH MOUNTED TO PIPE MAST (TYP OF 3) AM PROJECT CONSULTANTS PROPOSED AT &T 2100MHz RRH AM MOUNTED TO PIPE MAST (TYP OF 3) I IZY A L TOP OF (E) MONOPOLE (E) AT &T ANTENNA (TYP) TOP OF (E) MONOPOLE _ (E) AT &T ANTENNA (TYP) t) Good manNetworks di' 100' -0" AGL IIIIII 100' -0" AGL RAD CENTER OF (E) & PROPOSED IIIIIII--1' 1 dik AT &T PANEL ANTENNAS II ■I I A ARRAY CARRIER RAD CENTER OF (E) AT &T PANEL ANTENNAS _ � � (E) OTHER CARRIER PLANS PREPARED BY IV 94' -0" AGL ANTENNA 4 � ' ANTENNA ARRAY �� COr�NE iSTONE is D RAD CENTER OF (E) OTHER CARRIER ANTENNAS A ENGINEER N o INC ° I Ell II' 38T -0" AGL ±8 T -0 " A GL RAD CENTER OF (E) OTHER CARRIER ANTENNAS - - - 8928 WOODIN�ILLE REDMOND RD NE, SUITE 210 PROPOSED AT &T LTE - - WOODINVILLE. WA 98072 ANTENNA (1 PER SECTOR, I „ ■ PHONE 425 487 1732 FAX 425.487 1734 TYP OF 3) ©Q i� EMAIL. cei5comerstooe-engrcom A J "' - - WWW.CORNERSTONE- ENGRCOM 79' -0' AGL +III RAD CENTER OF (E) AT&T ANTENNA ARRAY 1 1 1. - RAD CENTER OF (E) AT&T ANTENNA ARRAY III i . 79'-0• AGL = PROJECT INFO PT87 PROPOSED SURGE \ 7 • T',..„,..... „,........_ SUPPRESSION © I DISTRIBUTION UNIT ® I E \ A ARRAY ANTENNA ARRAY TIGARD NE 10955 SW 65TH AVE TIGARD, OR 97223 WASHINGTON COUNTY (I!I - ISSUED FOR ill, [ REV CONSTRUCTION ] II PROPOSED (2) 48V DC POWER TRUNK ._DATE.— ISSUED FOR BY'_. . CABLES FROM I SURGE SUPPRESSION DISTRIBUTION UNIT - , Will PROPOSED CABLE SUPPORT BANDING ery (E) ICE BRIDGE W/ (14) (E) ICE BRIDGE W/ (14) 718 "0 & (4) 1 5/8 "0 COAX iii111 PROPOSED FIBER TRUNK CABLE FROM 7/8 "0 & (4) 1 5!8'0 COAX Qp 03-16 -11 CONSTRUCTION KJM 'III EQUIPMENT SHELTER TO SURGE PROPOSED AT &T GPS Mil SUPPRESSION DISTRIBUTION UNIT A 02 -22 -11 CLIENT REVIEW BMH ANTENNA (BEYOND) m !/ ® tr PIPI II DRAWN BY. CHK.. APV.' PROPOSED AT &T 19" LTE MWO EQUIPMENT RACK WITHIN 1ill RENT ISSUE DATE: (E) EQUIPMENT ROOM /� 03 -16 -11 (E) 11' -6 "x28' -0" (E) (E) LANDSCAPING (E) 11' -6 "x28' -0" (E) LANDSCAPING E:::E . EQUIPMENT SHELTER 1 ; BUFFER EQUIPMENT SHELTER BUFFER _ -I .,GD FRUFF (E) CHAINLINK FENCE (E) CHAINLINK FENCE < v +G .Fea s, W/ BARB WIRE WI BARB WIRE c / 74538PE OREGO i REF - - - E / 44 . 4 ____ .......„ . „=.2._...„ ..., = i --._=-. .‘.- E, --• --: E A „ GRADE (REF) A G RADE (REF) ExPIRAnon DATE 12/31/12 0' -0" (ASSUMED) Y 0' -0" (ASSUMED) DRAWING INFORMATION. (E) TRANSFORMER (E) TRANSFORMER DO ALL T SCALE DR AND WINGS SE CONTRACTOR ANY #5669 100 #5669 100 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. - DRAWING TITLE'. EXISTING & PROPOSED SOUTH ELEVATIONS - DRAWING NUMBER. A -2 0 PROPOSED SOUTH ELEVATION 2 EXISTING SOUTH ELEVATION CEI JOB NUMBER: 10 -69544 22x34 SCALE. 1/8" = 1' - 0" 111817 SCALE. 1 /16" = 1' -0" - 22x34 SCALE. 1/8" = 1' - 0" I11x17 SCALE. 1/16 = 1' -0" (E) MONOPOLE AT &T GPS m — PROPOSED 2 318'0 MAST • ANTENNA 11606BBBB6EBBEEE6B6E• 4 at &t FOR RRH MOUNTING I • 1 7/8" O.D. PIPE Your world. Delivered. PROPOSED 1/2 " 0 U -BOLT I 17 114" HARDWARE (TYP) H. RLSS PIPE TO PIPE mil ∎ m _ CLAMP SET (E) STANDOFF H (PARTNIO- 158-001) TOP DISTRIBUTION SHELF ' PROJECT CONSULTANTS: fi -- . , O ■ e ' ■ ] �(18 BREAKER POSITIONS) PROPOSED PIPE ° TRANSFER PLATE E —I — 1 -17 MANUFACTURER: ALPHA TECHNOLOGIES GoodmanNetworks i PROPOSED 112 "0 U -BOLT = O: 4V48V C C CONVERTER FOR TUBE STEEL M )10 ■ , kW (LENGTH TO SUIT) a ARGUS PIN: 053 - 996.20-000 IQ \ y _ " HEIGHT: DEL 2 8.75 SRU (Rack Units IMO =MOD ygg - J f Y WIDTH: 17.24 "; 19 RACK MOUNERTETS PLANS PREPARED BY: ^�� �� 1f,` DEPTH. 12.20 NOTES: WEIGHT: 45 LBS COMIETISTONE • 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY FRONT � a• oiweaw wo, iae. ' 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 16928 WOODINVILLEREDMOND RD NE, SUITE 210 @ 5' - O.C. (MAX) CONVERTER POSITIONS) WOODINVILLE. WA 98072 PHONE: 425.487 1732 FAX: 425.487.1734 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR EMAIL. wiQcom,n pr torr+r.mm i -- SS BAND SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH EMAIL www CORNERSTONE£NGR.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 DC -DC CONVERTER 9 PT87 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: 3" =1' -0" 111x17 SCALE: 1 1/2 " =1' -0" 22x34 SCALE: 1 " =1' -0" 111x17 SCALE: 1/2 " =1-0" 22x34 SCALE: 1 1/2" = t-0" 111x17 SCALE: 3/4" = 1' -0" TIGARD NE • FRONT SOLAR 12 19/32" J LJ SHIELD 1 10955 SW 65TH AVE TIGARD, OR 97223 REMOVABLE / � j RRH 'Boii' lit WASHINGTON COUNTY • N • COVER : • . • . g . / ,,,,.=' ,,, 1 Ii N ISSUED FOR: ` = p ' m ! IIIiiiU ' 1 1&WJ " [ REV i= j ;rQ� \ , / • CONSTRUCTION r ����(� 1 TOP: =DATE:= ISSUED FOR: • � T OP � I • REMOVABLE 19" 1' 4 13/16" I � • RACK EAR, TYP • MANUFACTURER: ALCATEL- LUCENT TOP • STANDARD 19" 1' -7" MODEL: 9926 BBU • EQUIPMENT RACK HEIGHT: 19" MANUFACTURER: ALCATEL- LUCENT ISO VIEW • „ WIDTH: 3.469 "; 2U (Rack Units) 03 -16 -11 CONSTRUCTION KJM ii.i {: h O V-4 13116' MODEL: DCx 48 60 -RM MANUFACTURER: X CEO 1 I. N DE 1 I DEPTH: 2 LBS HEIGHT: 3.469 " ; 2U (RACK UNITS) MANUFACTURER: ALCATEL - LUCENT u= -- " �' L- ��� s `� WEIGHT: 26 LBS MODEL: F FIBER BOX LOS WIDTH: 16.8" MODEL: 9442 RRH 700MHz Q EXCESS FIBER CABLE ENCLOSURE {� 02-22-11 CLIENT REVIEW BMH FRONT ` •O O• I r1 N4 DEPTH: 20.1" HEIGHT: 28.8" A DIMENSIONS: 17 "W X 1 -3/4 "H (1U) X 12 "D IIWWYY WEIGHT: 26 LBS WIDTH: 12.6 DRAWN BY: — CHK.: APV.: CAPACITY: 20m (65'1) OF 10MM CABLE DEPTH: 5. FRONT WEIGHT: 44 LBS BMH I JRF I MWO CURRENT ISSUE DATE EXCESS CABLE ENCLOSURE 8 BBU DETAIL 7 RAYCAP SURGE SUPPRESSOR 6 700MHz RRH 5 [ 03 -16 -11 22x34 SCALE: 1 1/2" = 1' -0" 111017 SCALE: 3/4" = 1' -0" 22x34 SCALE: 1 1/2" = 1' -0" 111017 SCALE: 3/4" = 1' -0• 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE:1" = 1' -0" 111x17 SCALE: 1/2" = 1' -0" _ LICENSURE: 11" p' .. - X1- I MOUNTING RAYCAP "SQUID" 745eaPE �?, R "' _' D N , ' MONOPOLE PIPE ��� SURGE SUPPRESSION 0 1,/.. 1!? i � y , ∎omi DISTRIBUTION UNIT =I Nommmi moilmmsmi TOP j -�\ ���� �� � oRE C •� 2 r. 10 5!8" / 1 1 1. ___ -- �� / i ��� —� ■m 9. 50 �aa• `� Rk W 0�7 • r7/�1 • - NOTE: � � %� II V ��.. S TO BE INSTALLED WITHIN 6 EXPRATIONDATE: 12731!12 _ M� 1, — FEET OF RADIO UNIT . i igare'VW.- ` ` / r14 .."=11= — �� — DRAWING INFORMATION NOT SENSE NSA D D. CONTRACTOR MUST AN Y ALL DIMENSIONS A i, _.. ,r / /// $ �.���� � 8 \� �� STANDOFF C HAIN MOUNT AND ADVISE CONSULTANTS OF ANY _' N ADVISE V ' f 3:1111111111 ERRORS AND OMISSIONS. ALL PREVIOUS THIS '/����� RLSS C70- 120 -301 D RAWING ARE SUPERSEDED BY THE LATEST ISSUES REVISIOF ON , �llllll «t 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS f "`\`\" \\ W •I IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE N 7.7r r • .'! 71 . 7T 7 OTHER THAN WHICH IS RELATED TO NA MED CUENT IS 2 318 "0 PIPE RLSS STRICTLY PRDHIBITED. I II`�' :J 60 /C10- 981.202 MANUFACTURER KET BY DRAWING TITLE: IS VIE 11 i 1 I' � �� 1'-6 3/8" MOUNTING BRAC 4,1_ Iw.11' ` RAYCAP " SQUID " 0 MANUFACTURER: ALCATEL- LUCENT SURGE SUPPRESSION MOUNT DETAIL SHEET " MODEL: 9442 RRH AWS 2100MHz PLAN DISTRIBUTION UNIT _ MANUFACTURER: RAYCAP DRAWING NUMBER: 't FRONT HEIGHT: 24.4" ELEVATION MODEL: DC6- 48- 60 -18 -8F "SQUID" WIDTH: 10.6" DEPTH: A 3 0 WEIGHT: 4 43 LBS 2100MHz RRH 4 SURGE SUPPRESSION UNIT 3 SURGE SUPPRESSION UNIT 2 NOT USED 1 CEI JOB NUMBER: 10 -69544 22x34 SCALE:1 1 /2" = 1' -0" 111017 SCALE: 3/4" = 1' -0" 22x34 SCALE:1" = 1' -0" 111x17 SCALE: 1/2" = 1' -0" 22x34 SCALE: 1 1/2" = 1' - 111x17 SCALE: 3/4" = 1' -0" 22x34 SCALE: NTS 111x17 SCALE: NTS • • 9' 9 I 9 /16' 1 4•••••=.40 i at &t E GENERATOR INTERFACE . Your world. Delivered. ©DANNGER MI PROJECT CONSULTANTS: • i.. GoodmanNetworks 9Y2" . N 4 N _ PLANS PREPARED BY :j I V 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 96072 PHONE. 425.487 1732 FAX: 425.487.1734 EMAIL wi @cornersmroenpm .co W W W.CORNE RSTONE -ENGR.COM PROJECT INFO NOT USED 10 NOT USED 9 PTV 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS TIGARD NE PLAN FRONT VIEW SIDE VIEW 10955 SW 65TH AVE TIGARD, OR 97223 WASHINGTON COUNTY ISSUED FOR: 1 -PHASE COMPACT GENERATOR INTERFACE PANEL 1 LREVDA 2 ] 2x34 SCALE: 3" = 1-0" 111x17 SCALE: 1 1/2" = 1-0• _ CONSTRUCTION = ISSUED FOR: BY:_ 1' -8 5116" Q 03 -16-11 CONSTRUCTION KJM I QA 02 -22 -11 CLIENT REVIEW BMH 1 ' [ DRA WN BY: =CHK.: APV.: : �� �� �� CONVERTER (5U) 0 L BMH 1 JRF 1 MWO ® CURRENT ISSUE DATE: • o 0* I SURGE 0 NOT USED 6 NOT USED 5 C 03 -16 -11 SUPPRESSOR (2U) Itizir .-1.-.11'11 0 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE NTS — LICENSURE: . BBU (2U) 1' -0 5/8" 7 7/8" y •c°9 PWDFF� " GI NE s4 V` ENCLOSURE ( U) Q I —1 i 7453BPE . 1 4 : CH .r �OREG•� l: W q � e . p , e7 1 . � » 4 N w 5 €p —DRA I NMATION: -:m A V' g RACK U N ITS DO NOT SCALE AWI NGS. CONTRACTO MUST VERIFY ALL DIMENSI ANO ADVISE CONSULTANTS OF ANY Q 1 LI = 1 3I4" ERRORS AND OSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE PERSEDED BY THE LATEST REVISION Q 2U = 3 1/2" THE INFORMA IN THIS SET OF DOCUMENTS 3U = 5 114" IS PROPRIETARV NATURE ANY USE OR DISCLOSURE 4U = 7" OTHER THAN IS RELATED TO NAMED CLIENT IS 5U = 83/4" TRICTLY PROHIBITED. 1113/16" 6" �� DRAWING TIT FRONT SIDE BACK DETAIL SHEET 1 I _ ANTENNA: Eo �� 1 KATHREIN 800 10764 n KMW MODEL: [.DRAWING NUMBER: to J AM- X- CD- 16- 65- 00T -RET TOP A -3.1 0 19" LTE EQUIPMENT RACK 3 ANTENNA DETAIL (SECTOR X) 2 ANTENNA DETAIL (SECTOR Y & Z) 1 CEI JOB NUMBER: 10-69544 22x34 SCALE: 1' = 1' -0" 111x17 SCALE: 1/2" = 1' -0" 22x34 SCALE: 1/2" = 1' -0" 111x17 SCALE: 3/4" =1 22x34 SCALE: 3/4" = 1' -0" 111x17 SCALE: 3/8" = 1' -0' APPURTENANCES RF DATA SHEET TRUNK CABLES at&t ANTENNA RAD l ` ITEM NEW EXISTING REMAIN REPLACE TOTAL SECTOR QTY CENTER AZIMUTH ANTENNA TYPE OF CABLE LENGTH PLACEMENT Your world. Delivered. ANTENNA 3 5 4 1 7 LTE X 1 94' -0" AGL 330 SEE DETAIL 21A -3.1 POWER 140' -0' OUTSIDE OF MONOPOLE • TMA 0 4 4 0 4 LTE Y 1 94' -0" AGL 80° SEE DETAIL 11A -3.1 OUTSIDE OF r PROJECT CONSULTANTS: FIBER 140' -0' MONOPOLE RET 6 6 6 0 12 LTE Z 1 94' -0" AGL 195° SEE DETAIL 1/A -3.1 700MHzRRH 3 0 0 0 3 IQ GoodmanNetworks 2100MHz RRH 3 0 0 0 3 LPLANS PREPARED BY: l � C OR “ e - O NG �� •NOINRRRINO, I NC. 18928 WOODINVILLE - REDMOND RD NE. SUITE 210 SCHEDULES `.j7 ^ WOO 32E. WA 94252 PHONE: 426.44787 17 .1732 FAX 425.487.1734 EMAIL uiQaarrrstoroelgr.wm 22x34 SCALE: NTS 111x17 SCALE: NTS WWW.CORNERSTONE .E NGR.COM = PROJECT INFO: PT87 TIGARD NE 10955 SW 65TH AVE TIGARD, OR 97223 WASHINGTON COUNTY PROPOSED AT &T - ISSUED FOR: LTE ANTENNA [ REV (E) ANTENNA TO BE I REPLACED CONSTRUCTION J R := DATE: = ISSUED FOR: = BY: — pZ.1MU SO • 4♦ V `,I • i PROPOSED AT &T �' 700MHz RRH (TYP OF 3) --� SECTOR "Y" LTE PROPOSED SURGE \ / �� 4 , 0 % � / °- (E) ANTENNA / ,� / /� /�j °- (E) ANT ENNA SUPPRESSION `����° n 03 -16 -11 CONSTRUCTION KJM TO REMAIN // / ��"���° TO REMAIN DISTRIBUTION UNIT / �` / / / / / / /// ``\`"`` • ♦� / "`�� PROPOSED AT &T '� / / / �/ "` $ � / / \`\`` 2100MHz RRH (TYP OF 3) • � `f \�Q�" fr,,, /�, / �� \` "`! `1* 1' ,L 02 -22 -11 CLIENT REVIEW BMH (E) 70' -0" STEEL /� /� � (E) 70' -0' STEEL - DRAWN BY: =CHK.: APV.: ' y / �; f a ��� ���; MONOPOLE /� / //� �����"; MONOPOLE SECTOR "X II BMH I JRF I MWO � ,p LTE / / i/ 4�► V �� / / % //� ` \ �"�`\� G ° /� / .._ �,, " `""� ♦/ // CURRENT ISSUE DATE: / / `, ������ ) NTENA / ■��`"` (E) ANTENNA [ LICENSURE 03 -16 -11 �� ��� TO (E A REMAIN N iii PROPOSED AT &T � / / // - �`\Q��` / � Q�`"` TO REMAIN : LTE ANTENNA /� ','1 •'I `" � `Q\�!i�, �� / / / /� // � `�`` •I�' 80° � ] � w ,� p� �/ \ AZIMUT g. " NG I NEE � % • ��_� +_ +__ dtA SECTOR "Y" • _`_. ++ _ *OW* SECTOR ' •� ■ ftee, ++ , °• (E) ANTENNA •* + '••• —ft—ftZ- 11` (E) ANTENNA OREGG1� RN ? ++ ++� + + �� „ ` � � �• TO REMAIN * + +�sti���� TO REMAIN R� ° 0 5 1 I ? �I ``ft`s — + � •',1. vv. t 7 �. = • EXPIRATION DATE. 12/31/121 PROPOSED AT &T 1 .1111111111111 111111/ *. ♦ • - DRAWING INFORMATION: LTE ANTENNA DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY (E) ANTENNA ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS (E) ANTENNA TO REMAIN DRAWING ARE SUPERSEDED BY THE LATEST REVISION. , SECTOR "Z TO REMAIN THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS LTE °` IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE ° ;, SECTOR "Z' SECTOR "Z” OTHER THAN WH RICTL ROH B ED. NAMED CLIENT IS F.. DRAWING TITLE: g � — 7 EXISTING & PROPOSED = i — ANTENNA PLANS DRAWING NUMBER: PLAN NORTH PLAN NORTH RF -1 0 PROPOSED ANTENNA PLAN 2 EXISTING ANTENNA PLAN CEI JOB NUMBER: 10 -69544 22x34 SCALE: 1/2" = 1' -0" 111x17 SCALE: 1 /4" = 1' -0' 22x34 SCALE: 1/2" = 1' -0" 111x17 SCALE: 1/4" = 1' -0" • • GROUNDING KEYED NOTES • 0 (E) GROUND BUSS BAR, TYP. (E) MAIN GROUND CONNECTION POINT. (V.I.F.) at &t O Your world. Delivered. O (E) ANTENNA MOUNT STRUCTURE. PROJECT CONSULTANTS• , (0 PROPOSED #2 STRANDED GREEN INSULATED GROUNDING WIRE, TYP. Ne i' Illte11 : (E) #2 STRANDED GREEN INSULATED COPPER GROUND LEAD, TYP. (V.I.F.) J Goodman Networks O PROPOSED GROUND CONNECTION RRH. SEE 2/E -2. _ PLANS PREPARED BY �� CORNERSTONE 0 18928 ■ WOODINVILLE-REDMOND WA 08872 RD NE, SUITE 210 WOIVIL, WA • `, `` PH E CS CO rwnlonw4 �7m7734 \ ... ```;, W.CORNERSTONE {NGR.COM r ;st$ � PROJECTINFO: 4 / / TIGARD NE ', /�� / � ��l ', `` 10955 SW 65TH AVE •�/ � , AO - � \\ ,` `, TIGARD, OR 97223 � �� `V \ ``` ``` © WASHINGTON COUNTY `. �, ```` ' ' ,.,"� „ ` lk V \ ;t $ - ISSUED FOR: • ��� " ''�� "�' � \ C ONSTRUCTION J TE : — ISSUED FOR: BY.— .. . 1 , • m . 1 1 4 �� � • �� �! `` ��� GROUNDING NOTES & LEGEND . � ~�+;1� ±` ~� 1 tIP 1 DETAILS AR SHOWN IN GENERAL TERMS. ACTUAL INSTALLAT AND 03 -16 -11 CONSTRUCTION KJM . ~���� i gAP CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. , A 02 -22 -11 CLIENT REVIEW BMH • 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC UP • COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED - DRAWN BY: =CHK.: APV.: BUSS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR L BMH I JRF I MWO 0 GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT CURRENT ISSUE DATE: FROM TOWER OR POLE USING MFRS PRACTICES. 03 -16 -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 5'�,G I NEE ,.. OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS, LLC. 74538PE .4 REPRESENTATIVE. - �0 � 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION / OREGON ' / AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 'e f,i , ' ° 0�6 r i t 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T REIZIZEMMOIEgan WIRELESS, LLC. REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING - DRAWING INFORMATION: PLAN NORTH SYSTEM, PHOTO DOCUMENT ALL CADWELDS AND GROUND RING DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY SYMBOL DESCRIPTION 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS O GROUND INSPECTION WELL INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE G ROUNDING ROD NOTES OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS ® COPPER GROUND ROD STRICTLY PROHIBITED (WHERE APPLICABLE) DRAWING TITLE: ® COMPRESSION LUG ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE _ THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING SCHEMATIC GROUNDING PLAN CADWELD CONNECTION ■ THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT A ® WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST ALLL L G: GROUNDING WIRE RUNS AND _ — _ _ POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. DRAWING NUMBER: CONNECTIONS, BOTH ABOVE AND % SIDE SPLICE CADWELD :� BELOW GRADE, SHALL BE LOCATED 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS INSIDE OF THE LEASE AREA LINE. / / /// FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE E 1 , PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE NC SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. SCHEMATIC GROUNDING PLAN CEI JOB NUMBER: 10 -69544 22x34 SCALE: 3/4" = 1' -0" I11x17 SCALE: 3/8" = 1-0' at &t • • ANTENNA --...- I I Your world. Delivered. WEATHER SEAL I) ! ! NOTE! I� • ALL CONNECTIONS TO BE CADWELDED - PROJECT CONSULTANTS: II ` • USE MECHANICAL CONNECTIONS ONLY WITH THE WRITTEN APPROVAL OF THE 3' JUMPER I � (E) GROUNDING BUSS BAR 8. CONSTRUCTION MANAGER DIN MALES ATTACHMENT KIT WITHOUT 1i INSULATORS BOLTED TO TOWER • HOISTING GRIP TO BE INSTALLED BELOW GoodmanNetworks TOP GROUND KIT. MHA REFER TO SCHEDULE ON SHEET RF -1 FOR TRUNK CABLE APPROXIMATE ■ LENGTH & PLACEMENT L PLANS PREPARED BY: GROUNDING KIT � C 16928 WOODINVILLEREDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 COAX GROUNDING KIT JUMPER CABLE PHONE: 425.487.1732 FAX. 425.487 1734 EMAIL uiQcomeretor•-orgr.com WWW.CORNERSTONE {NGR COM GROUND BAR (E) NOKIA CABINET (E) GROUNDING BUSS BAR A TTACHED TO ICE = PROJECT INFO: & ATTACHMENT KIT BRIDGE SUPPORT (E) POWER RACK (E) MONOPOLE BOLTED TO TOWER PT87 (E) UMTS CABINET TIGARD NE ="i � � � PROPOSED EQUIPMENT 10955 SW 65TH AVE / TIGARD, 65TH 97223 (E) (2) #2 SOLID BARE _ - , � INSTALLED INTO TINNED COPPER / , PROPOSED 19" LTE RACK GROUNDING LEADS (TYP) !iii Ilij!I In _ WASHINGTON COUNTY \ I \ '� r- ISSUED FOR: I ' y gig? ° L C O NSTRUCTION J j I ,= _REV: = DATE:= ISSUED FOR. BY.. / illffiniiiiiiiill / / • (E) #2 SOLID BARE TINNED (E) #2 SOLID BARE TINNED COPPER GROUND RING COPPER GROUNDING LEADS (TYP) A L 03 -16 -11 CONSTRUCTION KJM Q q 02 -22 -11 CLIENT REVIEW BMH DRAWN BY: =CHK.: APV.: I BMH I JRF I MWO CURRENT ISSUE DATE: TOWER GROUNDING SCHEMATIC 6 NOT USED 5 LI 03 -16 -11 22x34 SCALE: NTS 111017 SCALE: NTS 22x34 SCALE: NTS 111017 SCALE: NTS - LICENSURE: HYLUG CONNECTOR INSTALLATION INSTRUCTIONS: (2) 3/8 "0 SS HEXNUT 1. SELECT PROPER HYLUG FOR THE WIRE SIZE USED. y� G l N E fq '� EQUIPMENT CHASSIS / ( #2) TWO HOLE 2. STRIP CABLE OF INSULATION TO A LENGTH EQUAL TO THE BARREL OF THE 74538P �jj� GROUNDING BUSS BAR I COMPRESSION LUG CONNECTOR. liii �� ∎ C ABLE RACEWAY 3. INSERT CABLE FULLY INTO CONNECTOR, - �_ 1'/ i/i GROUND WIRE STUD 4. APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF 2 OREGO O� . X11 (TYP OF 2 @ FRONT `9 1,�':: TYPE GL LUG NO -LUX AND BACK OF CABINET) COLORED BANDS. R yy o O �+ / 7( !I TYPE GR ^ ANTI - OXIDIZING I!- 5. CRIMP FROM TONGUE END OF CONNECTOR TOWARD CABLES FOR / �:•• COMPOUND ' �CLEAR HEAT SHRINK ON TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES ( EXPIRATION DATE 12,311121 "� COMPRESSION LUGS REQUIRING MORE THAN ONE CRIMP PER END. � DRAWING INFORMATION: � TYPE PT `� 3 /8•p STAR I -1 #2 STRANDED GREEN HYLUG TYPE YGA CONNECTOR IS PRE- FILLED WITH PENETROX COMPOUND AND DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY �;; 1 % I WASHER INSULATED COPPER STRIP SEALED. ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 111111 1111111111 ,GROUND LEAD TO BUSS BAR TH DRAW ERRORS R MATIO N CONT AND OM ISSIONS. ALD L BY IN THIS SET OF PREVIOUS ISSUES DOC OF UM THIS ENTS t W COPPER TO GROUND RING OR #2 SOLID BARE TINNED BURNDY HYDRAULIC DIE SET #U1CRT- 1/U11T. CONT AINE INE THE SET OF REVISION. ` IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE PLAN OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS ' so l \ NOTE: STRICTLY PROHIBITED. TYPE GT TYPE SS 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 r ^ 0 TO BE USED FOR THIS PROJECT. C L NOT USED 4 CADWELD DETAILS HY LUG CONNECTION 2 GROUND CRIMPING GUIDELINES 3 CEI JOB NUMBER: 10 -69544 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: NTS 11x 17 SCA LE : NTS 22x34 SCALE: NTS 111x17 SCALE: NTS r- i •- ti ilk ..", .. ,. } r irL - "O r Alliiiilli i e � ,r• t w• r' " . .mot;; . Z "...._ • COr- INERs,roNE PT87 TIGARD NE at&t EXISTING ELEVATION