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Plans • T • at &t CITY TIGARD Approved Your world. Delivered l �L>t4�' Conditionally Approved ............. [ ] • See Letter to: Follow • [ ] - PROJECT CONSULTANTS Your world. Delivered. Athed - � Permit Number 5 ..• I I 045`i IQ GoodmanNetworks Address. aft& ri ' C. ftrit t By-. �taY:vi Date: _PLANS PREPARED BY DOWNTOWN TIGARD _, eORNER3TONE 8777 S W BURNHAM ST OFFICE COPY 16928 WOODINVILLE-REDMOND RD NE SUITE 210 WOODINVILLE WA 98072 TIGARD OR 97223 PHONE 425 487 1732 FAX a25<c 1 WWW CORNERSTONE-ENGR COM WASHINGTON COUNTY PROPRIETARY INFORMATION — PROJECT INFO PT89 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION PT89 DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T DOWNTOWN TIGARD CROWN CASTLE # 879526 WIRELESS, LLC SERVICES IS STRICTLY PROHIBITED 8777 SW BURNHAM ST VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX TIGARD,OR97223 WASHINGTON COUNTY 1 l .n' . - S sw,LrMHISI - - i .-W • - A — ISSUED FOR r r ,. .- DESCRIPTION - sw s,��; _ + - .1 • ' £ Y I APPLICANT: PROPERTY OWNER' DWG : AT&T MOBILITY CORPORATION CITY OF TIGARD NO. r ?° + \ ,l 9 Y ,'} = 16221 NE 72 WAY RTC 3 13125 SW HALL BLVD L CONSTRUCTION +, �.. I °�`," . � 1 13 . -- • - g SV"ft 9 T -1 TITLE SHEET ] - p . OM u .. . Q _\ ° sw Oak Tye _ - - _ - 0.. , ; a b 3 , P 0 BOX 97061 , a o a ^' _ , s I 2 G -1 GENERAL NOTES _REV DATE = ISSUED FOR BY *T , , i K 6 - N REDMOND, WA 9805 TOWER OWNER TIGARD, OR 97223 A -1 SITE PLAN =� +� '= v L \`- • CROWN CASTLE _ ! I • • I A -1.1 EXISTING & PROPOSED ENLARGED SITE PLANS ,. 4 ► a 51 . -- - ' :, . ds. , I ' ~ I 1 PROJECT ENGINEER 8547 154th AVE NE � - ' -�•• Y0' a p f I ` „ � . _ CORNERSTONE ENGINEERING, INC REDMOND, WA 98052 A -1 2 EXISTING & PROPOSED SHELTER PLANS • P a I'' • ' '..;R . , 16928 WOODINVILLE - REDMOND RD N E SUITE 210 A -2 EXISTING & PROPOSED NORTHWEST ELEVATIONS I -> 1 I PROJECT MANAGER ¢ r� ; . -'�,.. - I . , WOODINVILLE, WA 98072 A -3 DETAIL SHEET w d r 4a' \ \ � � N , -• qk ` g r ' , .. s •• I- ` MARK W OLSON, P E WENDY LONG ~" ' - �` > _ - • •tc x I $ , ' PH (425) 487 -1732 (206) 321 -1116 A -3 1 DETAIL SHEET • <� \ .e 1- ' i ^ • FAX (425) 487 -1734 wrong@goodmannetworks corn RF-1 EXISTING & PROPOSED ANTENNA PLANS \ ..e. c ' - I �'• 4 � -� E -1 SCHEMATIC GROUNDING PLAN QO 03 -16 -11 CONSTRUCTION KJM re d '� .4. + . ' °� o � . , ! . P ; CONSTRUCTION MANAGER * + PROJECT CONSULTANTS. E -2 GROUNDING DETAILS '`a ka • " ` � , o nurS � '� 65 �`�. ® +9: _ NICK LIES + GOODMAN NETWORKS a (214) 326 -8305 E 02 -21 -11 CLIENT REVIEW JRF 1awtaw,. it - _ �,. $ - 8815 122ND AVE NE nlles @goodmannetworks corn y 4 \� i c KIRKLAND, WA 98033 SIT LO J C �'. �9 - A a I SITE LOC 'TONI I SITE ACQUISITION r — DRAWN BY =CHK APV „SITE � 1o...a • l .. Ed9 I — . ? q CODE INFORM A TION: GEORGE PIERCE L JRF I BMH I MWO 1 4 ,t + - := yyv -M. M10s - - . - - " p ZONING CLASSIFI INDUSTRI IMPROVED (206) 406 -5117 97 4 " a . sw d CURRENT ISSUE DATE ��\ ! ... - BUILDING CODE IBC 2009 gplerce @rykaconsulting corn 03 16 -11 +.+ 1 " . . t - ` - F a"' Ed - : - Ew�PS? — ° CONSTRUCTION TYPE: TELECOMMUNICATIONS PERMITTING: _ LICENSURE m N. w 9n. - - -- - i . - L ' � — I OCCUPANCY UNOCCUPIED GEORGE PIERCE JURISDICTION CITY OF TIGARD (206) 406 -5117 cD DRIVING DIRECTIONS PROPOSED BUILDING USE TELECOMM gpierce @rykaconsulting corn ' PUF • i EN GI N EER FROM REDMOND OFFICE SITE LOCATION: (BASED ON NAD 83) RF ENGINEER 74538PE LATITUDE 45° 25' 42 OF N (45 42835) KUNG -LIANG LIN TURN RIGHT ON NE 73rd WAY, GO 128 FT TURN LEFT ON 163rd PL NE, GO 394 FT. TURN LEFT ON NE 74th ST, GO 338 FT TURN RIGHT ON BEAR CREEK PKY, (425) 698 -7825 / D GO 472 FT TURN LEFT ON LEARY WAY NE, GO 0 29 MI TAKE RAMP ONTO WA -520 W TOWARD SEATTLE, GO 5 MI TAKE THE RENTON EXIT ONTO 1.405 S, GO LONGITUDE 122 46' 05.3' W (122.76814) , 15 12 MI TAKE THE PORTLAND EXIT ONTO 1 -5 S, GO 169 54 MI TAKE EXIT #294/TIGARD /NEWBERG, GO 0 34 MI CONTINUE ON SW BARBUR BLVD (OR -99 W), TOP OF STRUCTURE 1101' - AGL (MONOPOLE) TAXLOT ID lei f°°' 0%, GO 259 FT CONTINUE ON OR -99 W, GO 1.21 MI TURN LEFT ON SW HALL BLVD (OR -141), GO 0 55 MI TURN RIGHT ON SW BURNHAM ST, GO 328 FT BASE OF STRUCTURE. 166 00' AMSL 2S102AD03401 R . ` 1 W 9 O`er O� I� ARRIVE AT THE SITE ON THE RIGHT PROJECT AREA' AREA OF PARCEL (EXPIRATION DATE 12/31/121 322 SO FT (EQUIPMENT SHELTER) 9,303 SO. FT LEGAL DESCRIPTION [DRAWING INFORMATION (0 21 ACRES) DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY APPROVAL /SIGN OFF OF DRAWINGS NEW IMPERVIOUS AREA. 0 SO. FT NO TITLE REPORT PROVIDED ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS GENERAL INFORMATION. DRAWING ARE SUPERSEDED BY THE LATEST REVISION CONSULTANT GROUP SIGN OFF DATE INITIAL AND PRINT NAME AT&T SIGN OFF DATE INITIAL AND PRINT NAME T HE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 1 PARKING REQUIREMENTS ARE UNCHANGED (NON ASSIGNED TECH PARKING) IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS LANDLORD'S REPRESENTATIVE RF ENGINEER 2 TRAFFIC IS UNAFFECTED STRICTLY PROHIBITED 3 NO SIGNAGE IS PROPOSED - CONSTRUCTION COORDINATOR INTERCONNECT PROJECT DESCRIPTION. DRAWING TITLE PROJECT MANAGER OPERATIONS THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED T ITLE SHEET TELECOMMUNICATIONS FACILITY, CONSISTING OF THE REMOVAL/REPLACEMENT OF THE SITE ACQUISITION COMPLIANCE EXISTING ANTENNA MOUNT WITH A NEW LOW PROFILE PLATFORM KIT, THE ADDITION OF 1 • (6) NEW PANEL ANTENNAS (3 LTE ANTENNAS, 3 UMTS ANTENNAS), (6) REMOTE RADIO HEADS DRAWING NUMBER ZONING CONSTRUCTION MANAGER (RRH) AND (1) SURGE SUPPRESSION DISTRIBUTION UNIT NEAR ANTENNAS ON AN EXISTING CONSTRUCTION MANAGER PROJECT MANAGER MONOPOLE. ADD A DC CONVERTER, RAYCAP SURGE SUPPRESSOR, 9926 BBU AND EXCESS CABLE TRAY INSIDE A NEW LTE 19' RACK MOUNTED INSIDE AN EXISTING EQUIPMENT T 1 0 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO SHELTER. ALSO ADD A NEW LTE GPS ANTENNA TO THE EXISTING ICE BRIDGE POST, (2) 1 5/8'0 COAX AND REPLACE THE EXISTING GENERATOR RECEPTACLE WITH A NEW MICRIN EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED GENERATOR RECEPTACLE CEI JOB NUMBER 10 -69546 • 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 I 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 APPROXIMA !ELY 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. MIL METAL 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 at&t 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 ELK BLOCKING MGR MANAGER V 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 2000 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 TILE CONSTRUCTION SITE WITH THE CONSTRUCTION FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS CONC CONCRETE NA NOT APPLICABLE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM CONST CONSTRUCTION NIC NOT IN CONTRACT THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING 25 IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE 3 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS CONT CONTINUOUS NS NEAR SIDE 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 OBL 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 A992 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 ROD ASTM A38 Fy30 551 DN DOWN 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 Goodman Networks 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 4B 551 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 28 GENERAL 8 SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL EL ELEVATION REO 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 AT23/Al23M-00 ELEC ELECTRICAL RM ROOM PLANS PREPARED BY CONFLICTS ERRORS. OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS RECOMMENED MANUFACTURER ED EQUAL RO ROUGH OPENING PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE SHALL BE PANDUIT CORP METAL LOCKING TIES MODEL NO MLT4SCP 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 0 CERTIFIED WELDERS USING E70 XX ELECTRODES ONLY EXT EXTERIOR SHT SHEET PREOUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED WELDING OF GRADE BO SIM SIMILAR —. e CORNERS TONE 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 ISO 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 a' OF COLD BENDS IN FIR FLOOR SS STAINLESS STEEL 18028 WOOD PROCEDURES RD NE. SUITE 210 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 BB072 R OF WELDED BARS FT FOOT STRUCT STRUCTURAL PHONE 425 487 1732 FAX 425 487 1734 CONTRACT DESIGN CRITERIA: STD STUD e COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE. SIZE. AND GAGE GA GAUGE SUSP SUSPENDED EMAIL c4i((B1,corYorslOrroongr corn 5 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 1 THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE WWW CORNERSTONE-ENGR COIN MANUFACTURER'SNENDOR'S SPECIFICATIONS IJNI ESS NOTED OTHERWISE OR INTERNATIONAL BUILDING CODE 2000 WITH OREGON STATE BUILDING CODE SHOWN ON THE PLANS PROVIDE MINIMUM SECTION PROPERTIES INDICATED ALL GALV GALVANIZED WHERE LOCAL CODES OR ORDINANCES TAKE P AMENDMENTS (IBC 2008) COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A I S I 'SPECIFICATION FOR THE GC GENERAL CONTRACTOR THRU THROUGH DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS' GRND GROUND TNNG TINNED _ PROJECT INFO GYP BD GYPSUM WALL BOARD TYP TYPICAL 8 ALL WORK PEORDANCE D RDANCE WITH H ALL APPLICABLE PROJECT PLI CABLE CODES. REGULATIONS, AND AND MATERIALS INSTALLED SHALL BE IN p DESIGN LOADS 7 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3 DIA ) AND SHALL STRICT ACCOITPLI DESIGN DATA FOR CITY OF TIGARD OR ORDINANCES CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE HOR2 HORIZONTAL UNO UNLESS NOTED HR HOUR OTHERWISE PT89 ORDINANCES. RULES REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC -ROOF SNOW LOAD NIA (NOT A ROOFTOP SOLUTION) 9 NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DIA ASTM A307 HT HEIGHT AUTHORITY. MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK BOLTS UNLESS NOTED OTHERWISE HVAC HEATING VERT VERTICAL DOWNTOWN TIGARD -BASIC WIND SPEED 94 5 MPH (3 SEC GUST) VENTILATION VIF VERIFY IN FIELD 7 GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE, A FULL SET OF •WIND EXPOSURE 0 ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN 8 AIR CONDITIONING CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA B CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A38 UNLESS NOTED WI WITH OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT OTHERWISE D NSIDE DIAMETER W/O WITHOUT 8777 SW BURNHAM ST THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED N NCH WP WATER PROOF TIGARD, OR 97223 'FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS t0 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 B 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 r ISSUED FOR O SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U L LISTED OR FIRE CONCRETE NOTES: — T 7— TELEPHONE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR 1 ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318 TOWER /POLE NOTES: P P POWER CONSTRUCTION J GROUND WIRE 517E 2 CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE t VERIFICATION THAT THE PROPOSED TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA — COAX COAX— COAXIAL CABLE [REV.: DATE =ISSUED FOR BY 10 CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT WITH CHAPTER 19 OF THE IBC 2009 STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL LESS THAN 7-A OR 2 -A108C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF BE AS FOLLOWS LOADING IS TO BE DONE BY OTHERS • ANTENNA PROJECT AREA DURING CONSTRUCTION TYPE OF CONSTRUCTION 28 DAY STRENGTHS WIG MINIMUM CEMENT 2 PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND 11 CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING (fc) RATIO CONTENT FUTURE ANTENNAS ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE 4 CENTERLINE 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 1 45 512 SACKS a DETAIL NUMBER • B ALL STRUCTURAL CONCRETE 4.000 PSI '_ 45 B 12 SACKS 12 CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING ABBREVIATED ROOF TOP SAFETY PROCEDURES SHEET NUMBER CONSTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS AND RUBOISII CONTRACTOR EXCEPT WALLS (WHEN APPLICABLE): SHALL REMOVE EQUIPMENT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES SITE SHALL BE LEFT FT I N CLEAN CONDITION AND FREE FROM PAINT SPOTS. C CONCRETE WALLS 4,000 PSI 1 45 B 12 SAC SPECIAL INSPECTIONS: o 03-16-11 CONSTRUCTION KJM DUST OR SMUDGES OF ANY NATURE (AS PER 'ACCIDENT PREVENTION PROGRAM - BY PERMISSION OF WREN CONSTRUCTION. INC - 53/01/90) SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2009 SECTION 1704 QA 13 THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED CEMENT SHALL BE ASTM 0150. PORTLAND CEMENT TYPE II U N 0 02 -21.11 CLIENT REVIEW JRF 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 =ARV METHODS AND PROCEDURES OF CONCRETE PLACEMENT ❑SHORING INSTALLATION AND MONITORING 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 AVOID DISTURBING NORMAL BUSINESS 4 ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR ❑OBSERVE AND MONITOR EXCAVATION I JRF BMH I MWO AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260. C494 TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION ❑VERIFY SOIL BEARING psf BEARING CURRENT ISSUE DATE 15 THE CONTRACTOR SHALL PROVIDE AT&T WIRELESS. LLC PROPER INSURANCE C61B. C989 AND C1017 TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE WORKERS ❑SUBSURFACE DRAINAGE PLACEMENT CERTIFICATES NAMING AT&T WIRELESS. LLC AS ADDITIONAL INSURED AND ATV 1904 2 1 OF THE IBC 2009 ❑VERIFY FILL MATERIAL AND COMP ACTION WIRELESS. LLC PROOF OF LICENSE(S) AND PE 8 PD INSURANCE 2 SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS 1 E ❑V ERIFY CONDITIONS AS ANTICIPATED [L)CEN 03 -16 - 1 5 REINFORCING STEEL SHALL CONFORM TO ASTM A815 (INCLUDING SUPPLEMENT SI). BACKING UP TOWARD A ROOF EDGE, ETC ) OR UNSAFE ACTIVITIES THE SAFETY R CAST /DRIVEN PILE 10 CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL GRADE 00 tyB0,000 PSI EXCEPTIONS ANY BARS SPECIFICALLY SO NOTED ON THE MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL ❑PILE PLACEMENT ( AUGE ) SURE INSPECTIONS DRAWINGS SHALL BE GRADE 40. ly= 40.000 PSI GRADE 50 REINFORCING BARS INDICATED DISTANCE OF THE CONSTRUCTION WORKERS ❑OTHER ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706 REINFORCING 17 CAUTION' CALL BEFORE YOU DIG' BURIED UTILITIES EXIST IN THE AREA AND UTILITY ,,`p FRUF 3 T P COMPLYING INDICATING WITH ING ASTM A815(S1) MAY BE WELDED ONLY IF PROCEDURES PROPERTY CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN B' OR LESS OF AN REINFORCED CONCRETE UNPROTECTED ROOF EDGE REQUIRES WORKERS TO USE SAFETY LINE gL 0 ,,E, I NEE ` C S ` f INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE CONSTRUCTION 1- UTILITY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN ❑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 4 SAFETY LINE SHALL BE MINIMUM W DIAMETER NYLON, WITH A NOMINAL TENSILE OPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION Qy 74 38RE 18 CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND 8 REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN STRENGTH OF 5400 LBS OBATCH PLANT INSPECTION SUBMIT TO AT&T WIRELESS LLC ALONG WITH REDLINED CONSTRUCTION SET ACCORDANCE WITH AC1 315 AND 318 LAP ALL CONTINUOUS REINFORCEMENT AT LEAST ❑SHOTCRETE O 30 BAR DIAMETERS OR A MINIMUM OF 2' -0' 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 1A� O � REGON �( r / (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 '41 9 • S0°' a e (.Y SET TO AT WIRELESS. LLC UPON COMPLETION SIDES AND ENDS 8 SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO STRUCTURAL STEEL 4)/r W ,A.52 REACH EDGE OF ROOF. BUT NOT BEYOND 20 FOR COLLOCATION SITES CONTACT TOWER OWNER REPRESENTATIVE FOR 7 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -16S ❑FABRICATION AND SHOP WELDS (EXPIRATION DATE 12/31/121 PARTICIPATION IN BID WALK 7 SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS ❑ERECTION AND FIELD WELDS AND BOLTING 21 GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 8 SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A675. GRADE 80 8 MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION ❑OTHER DRAWING INFORMATION I y=BO 000 PSI COMPANY AS REQUIRED CONTRACTOR TO REPORT POWER INSTALLATION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES. COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE PROJECT 0 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT INCLUDING DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY STRUCTURAL ALUMINUM ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY CONSTRUCTION MANAGER AND ARCHITECT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT ALL 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 DOTHER IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE - FOOTINGS AND OTHER UNFORMED REPORTING AND DOCUMENTING ANY HAZARDS OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 23 IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES SURFACES. EARTH FACE 3' REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR. THE GENERAL POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN STRICTLY PROHIBITED CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING - FORMED SURFACES EXPOSED RECEIVING AN UNBIASED REVIEW OF ONES OWN WORK AREA BY ANOTHER STRUCTURAL MASONRY DRAWING TITLE CONTRACTOR OF RECORD FOR INSTALLATION. PATCH. REPAIR OR ANY TO EARTH OR WEATHER (08 BARS OR LARGER) 2' COWORKER SAFETY REPRESENTATIVE ❑CONTINUOUS AUGMENTATION TO THE ROOF. AND HAVE THE WORK GUARANTEED UNDER THE (45 BARS OR SMALLER) 1 12' ❑PERIODIC ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL FUTURE BREACH OF ROOFING INTEGRITY - SLABS AND WALLS (INTERIOR FACE) NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION ❑ GENERAL NOTES 3/a 11 BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWERERECTORS. OTHER DRAWING NUMBER • EQUIPMENT INSTALLERS. AND TOWER/F(00F TOP CONTRACTORSSUBCONTRACTORS 12 ANCHOR BOLTS TO CONFORM TO ASTM A307 29 CFR 1020 500 - SCOPE. APPLICATION. AND DEFINITIONS 20 CFR 1928 501 - DUTY TO HAVE FALL PROTECTION ANCHORING TO CONCRETE 13 NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND 10 CFR 1026502- FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S OBOLTS INSTALLED IN CONCRETE �\ -I / O (V- PUBLISHED RECOMMENDATIONS GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE OPOST-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 C EI JOB NUMBER. 10 -69546 TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER THIS IS NOT A SURVEY ALL INFORMATION 8 TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS 8 ARE APPROXIMATE. />\\ \ / \ p \ \ (E) RAILROAD TRACK (TYP) /1 +�} / \ 4 \ Q ` ` / Your world. Delivered. / ' \ \ " PROJECT CONSULTANTS: / \ \ \ \ (E)1101' -0• HIGH S M • e \ �;�SK:;<, ' >S -/ Goodman Networks / • x TL# 3500 (E) 11'-6 "x28' -0" AT&T EQUIPMENT SHELTER / / ''''s. W/ PROPOSED 19" LTE EQUIPMENT RACK PLANS PREPARED BY: �y CCORNER640NE Q - • (E) CHAINLINK FENCE W/ �� eworweew,�a. ,tee / / O Q � ' • Q� BARB WIRE 8 PRIVACY SLATS 18828 WOODINVILLE- REDMOND RD NE. SUITE 210 �..� I WOODINVILLE. WA 08072 • •v' ,A A \ PHONE 425 487 1732 FAX 425 487 1734 • ♦/ , ~ I B O A \ EMAIL coi @cornorstono•ngr corn / (E) BUILDING /j / / >T; ♦ I . 6 '4 WWW CORNERSTONE�NGR COM / • <?,- . C /' , TL# 3401 ' +F \ - PROJECT INFO. / / / _ 4•t,, 9,303 SQ FT ; • \ \ ' /' ` " _ ACRES) \ PT89 DOWNT DOWNTOWN TIGARD / / c , t, \ / S: ; r Cy • O / 4 / �� P ti 8777 SW BURNHAM ST / • / r O \ s � v' \ TIGARD, OR 97223 r l� Q � Q \ ,--7,-, TL# 1800 / �, \ ' 1 9 \ WASHINGTON COUNTY • ( i (S � j , \ / E) BUILDIN `.' ice\ � J ' \ � - ISSUED FOR: <// 1 w / � \ • \ CONSTRUCTION ry, / �' \ • \ _REV: =DATE = ISSUED FOR. BY _. \'\ P \ � / \ � �) d 1 i i ( (E) PARKING LOT • \ S , r , � TL# 1900 \ \ • • ,, ; ' F • \ p 03 -16 11 CONSTRUCTION KJM \4‹ D S �• '� \ \ QA 02 -21 -11 CLIENT REVIEW JRF .:, < 1t� / — DRAWN BY: =CHK APV.: \ 2 / (E) TREE (TYP) L � JRF I BMH MWO I • ,"7-z-, CURRENT ISSUE DATE tS\ - ° / I 03 -16 -11 I . •,' / Oz., o / _LICENSURE: IVG \ (E) BUILDING •,. \ • / TL# 3450 00 N EE 147 \ • / • _ V� 74538F \ / / ORE GON ' / //:-,-• � 1 (EXPIRATION DATE 12,311121 \ \ • / f', \ % , 1 — DRAWING INFORMATION: \ / �:I (E) PARKING LOT DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY \ / ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION \ / THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS I STRICTLY PROHIBITED DRAWING TITLE \ SITE ACCESS \ SITE PLAN - DRAWING NUMBER: \- PLAN NORTH A 1 0 SITE PLAN 1 CEI JOB NUMBER 10 -69546 22x34 SCALE: 1' = 30' -0 1 11x17 SCALE: 1• = 60' -0" • • NOTE: NOTE: SEE RF -1 FOR ANTENNA PLAN SEE RF -1 FOR ANTENNA PLAN 40.-0' 40. -0' (E) FENCED ENCLOSURE (E) FENCED ENCLOSURE ^ }�} 9' -6" _ 9. -6" � ou Your ` world Delivered. (E) OTHER CARRIER r (E) OTHER CARRIER ICEBRIDGE ICEBRIDGE I - PROJECT CONSULTANTS: (E) OTHER CARRIER 8'x15' (E) OTHER CARRIER 8'x15' CONCRETE SLAB W/ SITE CONCRETE SLAB W/ SITE GoodmanNetworks SUPPORT CABINETS SUPPORT CABINETS PROPERTY LINE PROPERTY LINE PLANS PREPARED BY _� - o (- o ) - o — —0---ii— — 7 X o - IC 0 1( o - T( o - X— _- �� !_ . to' i o (- o r - o x 0 - p ;— . -- . -- . - -- _ � ..\ ^ —� a ORN ERSTNE \---\ \ � .- I O o c , A. 1 O ( E) CHAINLINK FENCE l I (E) CHAINLINK FENCE 16928 WOODINVILLE- REDMOND RD NE. SUITE 210 � �1 W/ BARB WIRE & J \II C......_. 10 W/ BARB WIRE 8 WOODINVILLE WA 98072 I• I �I 1 �_ i..--"1– PRIVACY SLATS PHONE 425 467 1732 FAX 425 487 1734 \ v PRIVACY SLATS '\ \, 1 [.... EMAIL cel(p�cornerstorwc w ngr m ,\ WWW CORNERSTONE -ENGR COM l I b \'' l r -- E ±6-0 HIGH b -, • ( ) PROJECT INFO �o it p�- CHAINLINK FENCE N I' / )I CHAINLINK FENCE i N • I • W/ BARB WIRE _ I I \ ./ di W/ BARB WIRE • -_I I \ PT89 / / ) I (E) ±101-0" HIGH / I / X (E) ±101' -0' HIGH DOWNTOWN TIGARD / J I ( / 1 (I • l o STEEL MONOPOLE _ ( • STEEL MONOPOLE I I I I 1 1 r \--/ / I 8777 SW BURNHAM ST / - - - _ - \\..,,,, - 0 TIGARD, OR 97223 \ PROPOSE AT&T L T E (E) HIGH ICEBRIDGE W/ T I I • (E) HIGH ICEBRIDGE WASHINGTON COUNTY GPS ANTENNA I • / / (16) 7/8'0 COAX (E) & / O W/ (16) 7/8'0 COAX (E) I SSUED FOR m r PROPOSED (2)1 5/8 0 w I LR I O �-� j COAX, (1) FIBER TR ( ) J' I^ CO NSTRUCT ION J U) -" I H .- & (2) 48V POWER TRUNK 0 _(E) 12 H OLE COAX ENTRY _ H 0 _(E) 12 -HOLE COAX ENTRY ` CABLES ROUTED TO V I - DA TE — ISSUED FOR. BY c w PORT W/ (6) UNUSED t MATCH (E) COAX • w PORT W/ ( 6 ) UNUSED - • ii 0 Z (E) FIBER BOX w (E) FIBER BOX I - • 1 , . w � - - - U- � Imp 1 x (E) SHELTER O 47 l J� � w AC SHELTER • �' • 0. - =1 AC UNIT (TYP) AC UNIT (TYP) !.+.- EQUIPMENT SHELTER - _ � , �� (E) UTILITY H -FRAME J ! r' �.� �, `\ I —� • W/ CE SHIELD MME • -\ \-. I ` W/ ICE SHIELD ` . . / -- �� QO 03 -16 -11 CONSTRUCTION KJM • ` O ( . c '" z _ ) I - w '� QA 02 -21 -11 CLIENT REVIEW JRF LAI t` (E) TELCO PEDESTAL ( • (E) TELCO PEDESTAL \ J a i ) r D - DRAWN BY =CHK APV cc j w ` � I WITHIN \ I PROPOSED 19" LTE EQUIPMENT RACK / ' % • O J• c, I I JRF ' BMH I MWO w w ) { (E) AT &T 25- (E) 12' -0' WIDE DOUBLE l w w f )) (E) 1 -0 ' WIDE DOUBLE 1 F = ; / • (SEE SHEET A -1.2) ACCESS GATE (TYP) , •� - (I) O I ACCESS GATE (TYP) CURRENT ISSUE DATE. �' 1 a r C I [ LICEN 03 -16 - 11 c X I t , I �( w r / J ) I SUR E I I 1 PROPOSED "------__P, 1• I• I 0 PRDFe I • (E) GENERATOR 5 ec r RECEPTACLE TO BE g PE pa I l y l l l l 1 I REPLACEMENT ^ I REMOVED /REPLACED 11 MICRIN GENERATOR e • • • • • O 1 — • • • • • • RECEPTACLE - R /r E 0 O 1 03 i I I - W A-3 1 ZI W • '- Z I J J � (EXPIRATION DOTE 12131/12 ID 1 I CLI U - DRAWING INFORMATION D.l Q DO NO T SCALE DRAWINGS CONTRACTOR MUST VERIFY o tEl ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANV R ERRO AND OMISSIONS ALL PREVIOUS ISSUES OF THIS I I I L I 1 I I I I DRAWING ARE SUPERSEDED BY THE LATEST REVISION I. 4' -6" 28' -0" THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS I . 4' -6" 28' -0" I (E) AT &T EQUIPMENT SHELTER I (E) AT &T EQUIPMENT SHELTER IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED DRAWING TITLE L NOTE: • EXISTING & PROPOSED NOTE: I CONTRACTOR TO ROUTE PROPOSED I ENLARGED SITE PLANS I FIBER TRUNK CABLE & 24V DC POWER I TRUNK CABLE TO MATCH (E) COAX [ [ DRAWING NUMBER [ i f PLAN NORTH PLAN NORTH I. A--1 • 1 0 PROPOSED ENLARGED SITE PLAN 2 EXISTING ENLARGED SITE PLAN 1 CEI JOB NUMBER 10 -69546 22x34 SCALE. 3/16' = 1' -0" I11x17 SCALE 3/32" = 1' -0" _ 22x3 SCALE. 3/32' = 1' -0" • • (E) ALARM PANEL (E) ALARM PANEL (E) 200 AMP SERVICE PANEL W/ (E) 200 AMP SERVICE PANEL W/ (E) TELCO PANEL #20183 SURGE SUPPRESSOR, BELOW (E) TELCO PANEL #20183 SURGE SUPPRESSOR, BELOW ` at &t (E) MANUAL TRANSFER (E) MANUAL TRANSFER �� Your world. Delivered. SWITCH SWITCH r 4r �����a��� ���e ���� �� ���� � %�������% r PROJECT CONSULTANTS / 1 1 I I I I I I I I I 1 I I I I I I I I • 1 1 1 I 1 1 I I 1 1 I I I I I I 1 I I I Q GoodmanNetworks 1L. m - °°L °° J ! - (E)3 ACCESS DOOR O l ±�_JJ _ - r_L 1-- ) e - Ir -- 1 f - -.— A (E)NORTELCABINETTO / a- - "� 1 0 0 C 0 BE REMOVED (TYP OF 3) I 0 0 C -- d II — � I p - � - --- -- -— 9 PLANS PREPARED BY — p I I I _ I u u p - — — —" — -- — -- — —� p" — — -I I- - ._ . e 11----1 1 OR � CN ER3TONE I I I I I a p I 0 I I PROPOSED (2) 48V DC I I . a I I I / 0 — I I I I POWER TRUNK CABLES r - — o T — — — p — — _ Y 1 u— -- 18028 —a 18028 WOODINVILLE-REDM MLLE. WA RD NE, SURE 210 o I 0 I I 1 a I I 0 I '/ E OVERHEAD PHONE 42 0 5 0 4871732 E FAX. 42 FROM PROPOSED ; ( E) OVERHEAD 1734 / RACK TO CABLE PORT / 0 - - I 0 - - I__ 0 - - - CABLE TRAY (TYP) / 0 — — - r -- r I — — — 9 — — p ( ) CABLE TRAY (TYP) EMAIL cel @comersloneargr mm 0 1 ! 0 I p 0 PROPOSED LTE EQUIPMENT / 0 I p 0 % WWW CORNERSTONE -ENGR COM 1 b_ _ _ J L _ _ „ INSTALLED INTO PROPOSED L _ _ _ _ 1 L _ _ J II_ _ _ J • - PROJECT INFO • _ __ J 1L _ _ _ / 0 I 0 I I o 19” EQUIPMENT RACK I/�\ I 1 0 0 0 0 0 / / 0 0 a I I '4 a- — - — —p (E)UMTSCABINET t--- -4 -- -- 7 I --- - -p -� 0 0 I 0 _ 0 0__ I C I PRO FIBER TRUNK (E) UMTS CABINET 0 I I I I 0 a PT89 0 I U I p - CABLE FROM PROPOSED 19" _ - - -= -- j Q --- - g DOWNTOWN TIGARD / n a C a I a C L -- - - — 1 I r / 8777 SWBURNHAMST — I 0 — ` ( m il PROPOSED 24V DC POWER a - / / • I I I r I l _ 11 All LTE RACK TO CABLE PORT TIGARD, OR 97223 / I _ I - I -7 I I I 1, / FROM (E) ARGUS POW / a ! I 1 1 I I 1 1 I 0 II P i RACK TO PROPOSED RACK G - - - I . 1-- - - - I I I'" - - - 0 WASHINGTON COUNTY PROPOSED DIPLEXED I--, oo . / / g _1 I I 0 L _ ° ) p C / (2) 1 518 °0 COAX 0 I 4 {) i r — I , 0 - : 0 r 0 - ISSUED FOR • Ir 1 r - - 1 - - _ 1 -I PROPOSED FIBER FROM f - 1r a � 4 0 U a I I I I I 0 1 / (E) FIBER OPTIC RACK TO I I I I I I / [ II L _ J L _ _ _ _ I / BBU WITHIN PROPOSED , L _ _ J L _. _ _Z _ _ J I L CONSTRUCTIO i J s (E) 12 -HOLE COAX ENTRY ii I 0 0 L / 19" LTE RACK (E) 12 -HOLE COAX ENTRY I 1 I I tl G + N PANEL (6 UNUSED) WI �I I ° PANEL (6 UNUSED) W/ I I ! I ! I DAT E — ISSUED FOR. BY (16)EL(6UOAX(E) ti I P - - --1 - --� -- 0 ------ - -;- -- ( 1s) 7 /8 COAX (E) a 1 I I 0 0 o I u E I � 4 I I I I G II I • ru _ 1 I — 1— — I I — Y (E) ARGUS POWER RACK — 1 r - - 11 r 1 / 0 I I I I I ! I I I I 0 I I / (E) ARGUS POWER RACK L - - J L__J - -_. L. _ _ J L - -- L- -J_ -_J I-- _J / / I a I 0 I / p a I a G I 0- - -- F- - - - I- - - --G -I ► - / 0 a - - - r - -- - - - --0 -4 F. / s / p a a a a a / C I - I I h — — ( ) FIBER OPTIC RACK r -- -- 1 03-16-11 CONSTRUCTION KJM / a a I ; - - (E) FIBER OPTIC RACK / II i 0 u — / 0 r - -1 C a 0 a 0 I I 0 E F 0 a = -- ; L__ 1 JL s__.__ ` `__ __ - L_, / QA 02 -21 -11 CLIENT REVIEW JRF / v 0 p 0 I I / / r C 0 g C - DRAWN = H -- -- - AP V.. G i 0 0 C I G 1 0 C 9 \ -D W N BY• C K A V r e I / --- --- JRF I BMH I MWO I\ 0 a I 1 ' / e ". • a\ r I I I NOKIA OF Z)CABINET T — — p "Y— — — 4 6' _ — a / (E) NOKIA CABIN / p p — — 0 0 0 O CURRENT ISSUE DATE: / (TY OF 2 ) / • �r — — a T — - 6 I — — 9 / [ LICEN 03 -16 - 11 a 1 I n a I I I v a 0 I I I I SUR E: • -- a I\ I a I I I � C I I I\ I 0 0 I / �� 0_--- p -- - - -I 4- - -i (E)ABSOLYTE I•' - - -t 1----1- - - - II v -- / (E) ABSOLYTE F7" PRrk p — 0 I I 1 / BATTERY RACK � 1 I cc _ I I I I BATTERY RACK ...6C �1aG I NE4 % Ns , 0 0 -- a I I I p % ( OF 2) / 1 0 — I I I I / (TYP OF 2) r — ` —a r ___ f "•_ = 1 1- _= 1 % r-- ,. 1 r--1 ---1 r __ / L: 7453 4 / e.P= t t_ �� -- a -� / = =1s- z °-= 1° 4�e 6 - r I I I I I I I I II 1 1 1 1 1 1 1 1 1 1 y / OREGON 1 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 I 4 , aa' O ._�.__ J- �.1._- L- _1- _Je_b = _I_ - I_ - I--L -J-- �._ -_I_ • 0∎5 €)117 /. i M r .4 EXPIRATION DATE. 12/31/121 '"DRAWING INFORMATION. (E) HVAC (E) HVAC (E) HVAC (E) HVAC DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY J 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 10' -7" 10'4• SHELTER PLANS V v L DRAWING NUMBER: PLAN NORTH PLAN NORTH A..1 • n L 0 PROPOSED SHELTER PLAN 2 EXISTING SHELTER PLAN 1 22x34 SCALE: 1/2" = 1' -0• 111x17 SCALE 1 /4• = 1' -0• 22x34 SCALE. 1/2• = 1• -0• 111x17 SCALE: 1/4• = 1• -0' CEI JOB NUMBER: 10-69546 at &t -,� Your world. Delivered. – PROJECT CONSULTANTS (E) OTHER CARRIER ANTENNA (E) OTHER CARRIER ANTENNA PLATFORM W/ PANEL ANTENNAS PLATFORM W/ PANEL ANTENNAS Goodman Networks T MONOPO T.O. (E) EEL MONOPOLE PLANS PREPARED BY: LI I () ST h ) STEEL LE I - T T 4 ,r I T.O. ( E 1 �— 1` EL t 101' -0 AGL - T ? EL 1101' -0' AGL PROPOSED SURGE j III■ c O NE F;SVONE SUPPRESSION DISTRIBUTION UNIT ® 18028 WOODINVILLE REDMOND RD NE. SUITE 210 PROPOSED LOW PROFILE WOODINVILLE, WA 08072 PLATFORM ANTENNA MOUNT (E) AT &T ANTENNA MOUNT PHONE 425 487 1732 FAX 425 487 1734 ROSENBERGER NCI 0-851-001 TO BE REMOVED /REPLACED EMAIL col @wrnorstono PROPOSED AT&T LTE /- wwW CORNERSTONE - ENGR COM (OR APPROVED EQUAL) © I PANEL ANTENNA (TYP OF 4) / ` (E) AT &T PANEL ANTENNA TO A-3.1 I BE RELOCATED (TYP OF 6) – PROJECT INFO +I PT89 �(E) & PROPOSED AT&T PANEL II IllibIll II I I DOWNTOWN TIGARD ANTENNA D CENTER _ EL ' -0' AGL _ _ �I _, (E) AT&T PANEL ANTENNA RAD CENTER _ r.�„ f ! ill I I �EL 75' -0' AGL 1 II i1IIIII IT ' l',1 87TIG RD, OR 97223 T it II ` (E) RELOCATED AT&T III WASHINGTON COUNTY PROPOSED AT&T PANEL ANTENNA (TYP OF 6) 111 -- ISSUED FOR i TO PIP R MOUNTED © o L _ CONSTRUCTION TO PIPE MAA ST (TYP OF 3) try �y III 1 td 9 l REV = DATE. — ISSUED FOR BY._ 'IA E PROPOSED AT&T RRH MOUNTED Ark TO PIPE Z MAT (TYP OF 3) NV III I I'i� (E) ±101' -0' HIGH STEEL MONOPOLE W/ (E) CABLE 1 7.11i1 rIII �p� SUPPORT BANDING, (16) 7/8'0 COAX (E) & i (E) GPS ANTENNA (E) ±101' -0° HIGH STEEL MONOPOLE W/ PROPOSED (2) 1 518 - 0 COAX ROUTED ON OUTSIDE — I (E) CABLE SUPPORT BANDING & (16) 11111 7/8•0 COAX (E) ROUTED ON OUTSIDE II u If I PROPOSED AT&T LTE ill I I" (E) GPS ANTENNA Q O 03-16-11 CONSTRUCTION KJM ; GPS ANTENNA m' (f S II A 02 -21 -11 CLIENT REVIEW JRF • PROPOSED FIBER TRUNK CABLE FROM EQUIPMENT SHELTER TO 111 —CHK.. APV SURGE SUPPRESSION DISTRIBUTION � (E) AT&T EQUIPMENT SHELTER. (E) AT &T EQUIPMENT SHELTER, rDRAWJNRFBY: I BMH I MWO UNIT ROUTED TO MATCH (E) COAX h�If ,, i BEYOND W/ PROPOSED AT &T 19 BEYOND PROPOSED (2) 48V DC POWER TRUNK , EQU PMENT SHELTER { K WITHIN 1 (E) III CURRENT ISSUE DATE. 03 -16 -11 CABLES FROM EQUIPMENT SHELTER A -3.1 11111 TO SURGE SUPPRESSION DISTRIBUTION i' v (E) OTHER CARRIER PAD MOUNTED UNIT ROUTED TO MATCH (E) COAX I : i (E) OTHER CARRIER PAD MOUNTED SITE SUPPORT CABINETS _ LICENSU SITE SUPPORT CABINETS 11111' y ` `I � , R 1, ,I ( CH AI NLINK FENCE ENCLOSURE ( E) CHAINLINK FENCE ENCLOSURE' W/ BARB WIRE & PRIVACY SLATS W/ BARB WIRE & PRIVACY SLATS 745313P r I I1��II (SLATS NOT SHOWN FOR CLARITY) (SLATS NOT SHOWN FOR CLARITY) �I IIIIII -1_ _ i I �'� °w° O :4•PP:eird/( e) s I 1 It ' (EXRRATION DATE 12131/121 . ( 1 ',�°o i° t "`6tYSc , I *i I s I .� 1 , 1 ' �' � 1 I 1 1 � 11 i ' � � x� � a 1 � .1 l a2. i - DRAWINGINFORMATION: > i ' I I; mil i A I s 1 ;� r i R 64 ; 4 § 1 1 i I r ' 1: I I GRADE 1 .: �s ! 1 1 : s _ 'I - I GRADE (REF) DO NOT SCALE DRAW NGS CONTRACTOR MUST VERIFY 3., rar. �� y . ,g. . a (REF) -` ' ' (ASSUMED) AU. DIMENSIONS AND ADVISE CONSULTANTS OF ANY EL 0' - (ASSUMED) E LO-0 ( ) 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 L NORTHWEST ELEVATIONS DRAWING NUMBER. A -2 0 PROPOSED NORTHWEST ELEVATION 2 EXISTING NORTHWEST ELEVATION i CEI JOB NUMBER. 10 -69546 22x34 SCALE: 118' = 1' -0' 111x17 SCALE 1/16' = 1' -0' 22x34 SCALE: 1/8' =1%0' 111x17 SCALE. 1/16' = 1' -0° AT&T GPS . • • ANTENNA PROPOSED 2 3/8'0 MAST 988��9989999986B8B8� o a t &t FOR RRH MOUNTING i . 1 7/8" O D. PIPE Your world. Delivered PROPOSED 1/2 "0 U -BOLT I 17 1/4" _. �/ r HARDWARE (TYP) _ RLSS PIPE TO PIPE CLAMP SET • (E) STAN DOFF y (PARTp O- 158 -001) TOP - PROJECT CONSULTANTS 0 0G O l5 - I '— I DISTRIBUTION SHELF PROPOSED PIPE F Pall (18 BREAKER POSITIONS) • r TRANSFER PLATE 19-IS :ID PROPOSED 112'0 U -BOLT ,� MANUFACTURER ALPHA TECHNOLOGIES Goodman Networks FOR TUBE STEEL MODEL 24V/48V DC -DC CONVERTER aa (LENGTH TO SUIT) ARGUS P /N. 053- 996 -20 -000 (LENGTH TO SUIT) ^ HEIGHT 8 75 ", 5RU (Rack Units) •II �� . " - 19 i -Ei � � . DE PTH 12 20' 19 °/23' RACK MOUNTS _PLANS PREPARED BY NOTES: WEIGHT 45 LBS 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY FRONT 1 o r V ER3 oofJE AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE CONVERTER SHELF SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA (SPACE FOR UP TO 4 18928 WOODINVILLEREDMOND RD NE. SUITE 210 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 coi@corrwr¢tono-argr torn SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES VERIFY WITH WWW CORNERSTONE-ENGR COM HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA = PROJECT INFO: NOT USED 12 PIPE TO PIPE CROSS OVER KIT 11 LTE GPS ANTENNA 1 0 DC -DC CONVERTER 9 22x34 SCALE NTS 111x17 SCALE NTS 22x34 SCALE* 3" =1' -0" 111017 SCALE 1 1/2" =1' -0" 22x34 SCALE* 1" =1' -0" 111x17 SCALE 1/2' =1' -0" 22x34 SCALE: 1 1/2' = 1' -0" 111x17 SCALE 3/4" = 1' -0" PT89 _ DOWNTOWN TIGARD FRONT SOLAR 12 19132 • 1 �u u SHIELD 8777 SW BURNHAM ST • TIGARD. OR 97223 • I , \ RRH �, I i I 'E] �I I ( .' aa WASHINGTON COUNTY • REMOVABLE ` � L' ■ 1I0 N `.1 n /REMOVABLE 4..... I �y� / �,' N ISSUED FOR _ _ Flllllll ■��■Illlllkl C ONSTRUCTION �Q/ -I ' Idcv� : TOP _REV =DATE = ISSUED FOR =BY VIII • 'u u I REMOVABLE 19" TOP I 1' 4 13116" I I I • RACK EAR, TYP FFF- -- :. \ MANUFACTURER ALCATEL- LUCENT TOP STANDARD 19" 1 -7" MODEL. 9926 BBU EQUIPMENT RACK HEIGHT 19' tl WIDTH 3 469 2U (Rack Units) MANUFACTURER ALCATEL- LUCENT ISO VIEW q _ _ G r DEPTH: 11 81' 1' 4 13/16" MODEL DCx 48 60 -RM Qp 03 -16 -11 CONSTRUCTION KJM MANUFACTURER ROSENBERGER HEIGHT 3 469 ", 2U (RACK UNITS) MANUFACTURER ALCATEL - LUCENT MODEL FB -15 -ABOX CEO 10505 WEIGHT 26 LBS I 1 EXCESS FIBER CABLE ENCLOSURE T" DIMENSIONS 1 CABLE X 1 ENCL (1U) X 12'D FRONT ®O O9 N DEPTH WIDH. 20 168 1' HEIGHT MODEL. 9442 28 B" RRH 700MHz QA 02 -21 -11 CLIENT REVIEW JRF • CAPACITY 20m (65'±) OF 10MM CABLE •1 WEIGHT. 26 LBS WIDTH 12 6" DEPTH 5 7 DRAWN BY —CHK =APV FRONT WEIGHT 44 LBS JRF I BMH I MWO CURRENT ISSUE DATE EXCESS CABLE ENCLOSURE 8 BBU DETAIL 7 RAYCAP SURGE SUPPRESSOR 6 700MHz RRH 5 [ LICEN 03 -1 6 -11 22x34 SCALE 1 1/7 = 1' -0° 111x17 SCALE 3/4" = 1-0" 22x34 SCALE 1 1/2" = 1-0' 111x17 SCALE. 3/4' = 1-0' 22x34 SCALE: NTS 111x17 SCALE NTS 22x34 SCALE1' = 1-0' 111x17 SCALE 1/2' = SURE 11' _ �� ;- - - --- l: M ) � S O N R Op 5, P _ ® r , ` RAYCAP ° 4 4 N �,, MOUNTING ! • • MONOPOLE PIPE �� SURGE SUPPRESSION I 7453ePE I!3 ////'/I//47 -Q.- ���� DISTRIBUTION UNIT i ` 10 5/8" TOP % �� ` \\ ��� . ./ -* t OREGON 2 ('/ �� -C- '^ NOTE: / r W O i 0 y � • � I 1 � (/) = == TO B E IN WITHIN 6 EXPIRATION D ATE 12/31112) `��1 /� ��� FEET OF RADIO UNIT ii ., ♦,> - DRAWING INFORMATION: 11 7F , � /� DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ,(((((�((,,.�, � �� /' � STANDOFF CHAIN MOUNT 11' FIE - ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY r :i 'l` o���/ RLSS C10- 120.301 ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS \ ♦ /� c q 1 4 N - DRAWING ARE SUPERSEDED BY THE LATEST REVISION co ,, T HE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS ' 0 PIPE RLSS S PROPRIETARY BY NATURE ANY USE OR DISCLOSURE I C I J 2 318 OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS antotilbTEE � •-�� � M„ U. L' '- / ISO VIEW .'� #C10- 981•202 MOUNTING BRACKET BY STRICTLY PROHIBITED �I f ��� „ . r -s 3/8" MANUFACTURER DRAWING TITLE oll , II 1� w l iLIJN r •�' RAYCAP "SQUID" (mil_ 1 MANUFACTURER MOUNT ALCATEL- LUCENT SURGE SUPPRESSION DETAIL SHEET IT W W MODEL 9442 RRH AWS 2100MHz PLAN DISTRIBUTION UNIT I MANUFCTURER HEIGHT 24 4' ELEVATION MODEL -48 60-118- 8F'SQUID' DRAWING NUMBER I FRONT WIDTH 106" DEPTH 6 7" /� 0 WEIGHT 43 LBS H 2100MHz RRH 4 SURGE SUPPRESSION UNIT 3 SURGE SUPPRESSION UNIT 2 NOT USED 22x34 SCALE•1 1/2° = 1' -0' 111x17 SCALE 3/4" = 1' -0" 22x34 SCALE 1 = 1' -0' 111x17 SCALE 1/2' = 1' -0" _ 22x34 SCALE 1 1/2" = 1' -0" 111017 SCALE 3/4" = 1' -0' 22x34 SCALE NTS 111x17 SCALE NTS CEI JOB NUMBER' 10.69546 • 9 1/2' I 9 9/16' v at &t E GENERATOR INTERFACE Il `� Your world. Delivered. DANGER lea i s ® 1' 8 5116' – PROJECT CONSULTANTS: - I GoodmanNetworks 9 1/2° _ 1 PI i�J I PLANS PREPARED BY. 'i.:, II I at - .11'.;1 .I: DC - DC •11 CONVERTER 5U AI � ( ) ta, �C O V �� oiweew,w•. i,r c. • SURGE z . SUPPRESSOR (2U) 78028 WOOD MLLE, A 80 NE. SUITE 270 ( ) Nu WOODINVILLE. WA 08077 y'�.. „ PHONE 425487.1732 FAX4254871734 DOWNTOWN TIGARD cl- EMAIL: ceI corncnlbne -engr com – B BU (2U) ki ., W W W CORNERSTONEENGR COM l[r EXCESS CABLE PROJECT INFO ENCLOSURE (1U) ® NOT USED 9 0 22x34 SCALE: NTS 111x17 SCALE NTS PT89 [= J 0 I \ ^/ I - 6 V� w o Q PLAN FRONT VIEW SIDE VIEW ° w 77 87 TIGARD, OR9 223 T J WASHINGTON COUNTY 5 RACK UNITS R 1U = 1 3/4' - ISSUED FOR: MICRIN GENERATOR RECEPTACLE a 2u =31n 3U = 5 1/4' I 22x34 SCALE: 3' =1'-0' 111x17 SCALE: 1 1/2 = 1' -0• 1 1 4U = 7• CONSTRUCTION J 5U = 8 3/4' _REV.: DATE— ISSUED FOR: BY :_ ROSENBERGER SITE SOLUTIONS, LLC 1250 S 3600 W SALT LAKE CITY, UT 84104 PH (801) 972 -3525 ANTENNA PIPE MAST #C10- 981 -207 (TYP) , A 03.16-11 CONSTRUCTION KJM I . FRONT VIEW SIDE VIEW BACK VIEW Qq 02 -21 -11 CLIENT REVIEW JRF to - - DRAWN BY: =CHK.: APV I• �� • POWERWAVE MODEL: I I JRF I BMH I MWO \,li, TRI- COLLAR BRACKET TOP VIEW P65- 17- XLH -RR CURRENT ISSUE DATE. 11 ' ; • #C10 -112 -301 19" LTE RACK DETAIL 6 ANTENNA DETAIL (LTE) 5 03 -16 -11 I 22x34 SCALE 1° 1' -0' 111817 SCALE: 1 @' — 1' -0• 22x34 SCALE: 1/2' - 1' -0' 111x17 SCALE: 1/4' - 1' -0' � LICENSURE / / —t�1f O `� �l _ _ l 1I 13/1 • t PROpc_ tor � � aD PR 6-q i � -0 7718 � ' 1 l 74538PE I ` a . h� ? '`�� ���� �_ ■_rte - e ■ ∎ - . oi_; ! 'EXPIRATION DATE. 12/31/121 1 • •1.i• # -, w.,,� O' v DRAWING INFORMATION: 7 D O NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY TIT L VT . ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CUENT IS FRONT VIEW SIDE VIEW BACK VIEW STRICTLY PROHIBITED DRAWING TITLE: SIDE VIEW BACK VIEW co ISOMETRIC VIEW FRONT VIEW REMOTE ELECTRIC TILT (TYP) DETAIL SHEET KMW MODEL: TOP VIEW AM- X- CD- 16- 65-0OT -RET L DRAWING NUMBER: ANTENNA: 1 TOP VIEW KATHREIN 800 10765 A_3 0 LOW PROFILE PLATFORM KIT #C10- 851 -001 (OR APPROVED EQUAL) 3 ANTENNA DETAIL (LTE) 2 ANTENNA DETAIL (UMTS) i CEI JOB NUMBER: 10 -69546 22x34 SCALE. 1/2' = 1' -0' 111817 SCALE: 1/4' =1'-0- _ 22x34 SCALE. 1/2• = 1' -0• 111x17 SCALE: 1/4' =1.-0" _ 22x34 SCALE: 1/2' = 1' -0' 111x17 SCALE 1/4' =1-0' APPURTENANCES RF DATA SHEET TRUNK CABLES & COAX ` ANTENNARAD V at &t ITEM NEW EXISTING REMAIN REPLACE TOTAL SECTOR OTY CENTER AZIMUTH ANTENNA TYP O C ABLE LENGTH PLACEMENT Your world. Delivered. ANTENNA 6 6 6 0 12 LTE X 1 75' -0° AGL 5° SEE DETAIL 2/A-3 1 POWER 120' -0° OUTSIDE OF MONOPOLE TMA 2 12 12 0 74 UMTS X 3 75' -0° AGL 20° SEE DETAIL 1/A -3.1 FIBER 120' -0° OUTSIDE OF `PROJECT CONSULTANTS MONOPOLE RET 5 8 8 0 13 LTE Y 1 75' -0° AGL 120 SEE DETAIL 2/A -3.1 COAX OUTSIDE OF ° 700MHz RRH 3 0 0 0 3 LTE Z 1 75-0" AGL 255 SEE DETAIL 5/A -3 1 (2) 1 5/8 °0 MONOPOLE G oodman GoodmanNetworks 2100MHz RRH 3 0 0 0 3 PLANS PREPARED BY —• aPfV TAT 18828 WOODINVILLE- REDMOND RD NE. SUITE 210 SCHEDULES V( ^ WOODINVILLE, WA 98072 PHONE 425 487 1732 FAX 425 4871734 EMAIL cel@corneretonoogr corn 22x34 SCALE: NTS 111817 SCALE: NTS WWW CORNERSTONE COM - PROJECT INFO' PT89 DOWNTOWN TIGARD 8777 SW BURNHAM ST SECTOR °X° LTE TIGARD, OR 97223 SECTOR °X" WASHINGTON COUNTY PROPOSED AT &T LTE UMTS PANEL ANTENNA \ PROPOSED AT &T UMTS - ISSUED FOR PANEL ANTENNAS (E)1101 -0' HIGH STEEL MONOPOLE (E) ANTENNA MOUNT TO I • BE REMOVED /REPLACED r CONSTRUCTION J _REV = DATE:= ISSUED FOR: BY (E) RELOCATED PANEL - ANTENNA (TYP OF 6) � - (E) 1101 -0° HIGH STEEL MONOPOLE r ;' �'5: r iy t Y • rt . : �,. t ?4, , 0 03-16-11 CONSTRUCTION KJM , I SECTOR • (E) PANEL ANTENNA TO PROPOSED SURGE w ^ + `. ^ ", LTE ' BE RELOCATED (TYP OF 6) i � QA 02 -21 -11 CLIENT REVIEW JRF SUPPRESSION ' � - DRAWN BY. =CHK. APV. DISTRIBUTION UNIT �• � MV � .v Of \ , y � \ 7 �0• SECTOR 'Z° SECTOR 'Z' / JRF BMH MWO `d��• 16/- CURRENT ISSUE DATE. t . " 111114. � - ` ( PROPOSED AT &T LTE • 441F. .. . rA ` � PANEL ANTENNA , - LICENSURE 03 -16 -11 441F°2 's ' SECTOR °Y' '• SECTOR °Y' SECTOR "2° 7z `�' �� • ��� • 74538PE LTE ',p1 , � v � ;_ , °' ti ��ti ', �, 4 ,• y ) OREGO 4, , X76• ,S. •. O �yO/ 1? ‘t PROPOSED AT &T • ( W I [EXPIRATION DALE 12131/12 2100MHz RRH (TYP OF 3) - DRAWING INFORMATION: PROPOSED AT &T DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY PROPOSED AT&T LTE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY PANEL ANTENNA 700MHz RRH (TYP OF 3) 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 CUENT IS PROPOSED LOW PROFILE STRICTLY PROHIBITED. ANTENNA PLATFORM DRAWING TITLE -- EXISTING & PROPOSED \ V ANTENNA PLANS i ' - DRAWING NUMBER: , ' PLAN NORTH PLAN NORTH RF -1 0 PROPOSED ANTENNA PLAN 2 EXISTING ANTENNA PLAN 22x34 SCALE: 1/2' = 1' 0° 11517 SCALE: 1/4' = 1' -0' 22x34 SCALE: 1/2' = t' -0° 111817 SCALE 1/4' = 1' -0' CEI JOB NUMBER: 10 69546 GROUNDING KEYED NOTES 0 (E) GROUND BUSS BAR. TYP O a t &t (E) MAIN GROUND CONNECTION POINT (V I F ) Your world. Delivered. O PROPOSED ANTENNA MOUNT STRUCTURE. • - PROJECT CONSULTANTS' 0 PROPOSED #2 STRANDED GREEN INSULATED GROUNDING WIRE, TYP. ' O (E) #2 STRANDED GREEN INSULATED COPPER GROUND LEAD, TYP. (V.I F.) Goodman Networks - © 1 © O. PROPOSED GROUND CONNECTION RRH. SEE 21E -2. / / \� PLANS PREPARED BY ;; ;; ,/ i .,.' /. • / - ETV. Mt"; . . .. \ ;i �/ /\ ONOIN00 R�N0. E . .i .ice, i-�.Y .. / - /�\' •' /` / \lVl \ \" / /l/ 18828 WOODINVILLE•REDMOND RD NE. SUITE 210 NE W A 00 72 S ' \ ; < j Y � i • ` ' Y , Ili PH EMAIL O0ca$come W 17 margr 0co7rn �, ., "'� <i `' ' ..,A../, ; ; ','' . ;,'; '� /'G / ; WWW CORNERSTONE -ENGR.COM ';:i, /:i,' :�/ �, .ti .:\ i� —� :/.. ; ':� /. �./ _PROJECT INFO: �'a� \ " w . °~ ' DOWNTOWN TIGARD • � °', . , - </' ,� 8777 SW BURNHAM ST 1 TIGARD, OR 97223 � , I �� ` WASHINGTON COUNTY r - ISSUED FOR: I ►�� \� // L CONSTRUCTION J S ,, r / _REV =DATE = ISSUED FOR � BY : I i Ili © _ ' GROUNDING NOTES & LEGEND • '.' '. %!• ' % -, . GENERAL GROUNDING NOTES " . :: :: Qp 03 -16 -11 CONSTRUCTION KJM ‘.'' 1 ALL DETAILS ARE SHOWN IN GENERAL TERMS ACTUAL INSTALLATION AND 'j! . N`• CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS Qq 02 -21 -11 CLIENT REVIEW JRF ,• :• 2 GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC ' ` • ';' :: COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED DRAWN BY: =CHK.: APV 'I I • BUSS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR I JRF I BMH I MWO I • GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. CURRENT ISSUE DATE I 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. ,ED Mop 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE GROUNDING AND y '\ 0 ,GINE E0 k OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS, LLC 74538PE REPRESENTATIVE. �' � � � 5. REFER TO DIVISION 16 GENERAL ELECTRIC, GENERAL ELECTRICAL PROVISION �� AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS '` /Pl ° ° 0 3 1 17 1 iI N 6 ELECTR CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING EXPIRATION DATE 12/31/12 J SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T 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 ® INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. DRAWING ARE SUPERSEDED BY THE LATEST REVISION GROUND INSPECTION WELL THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE GROUNDING 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 NOTE: A CADWELD CONNECTION THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST 1 ALL GROUNDING WIRE RUNS AND . . --- _ POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. DRAWING NUMBER: CONNECTIONS, BOTH ABOVE AND % SIDE SPLICE CADWELD - 1 - - _I) BELOW GRADE, SHALL BE LOCATED 2 POINT GROUND TEST OR 3 POINT 62% WILL NOT BE ACCEPTED AS INSIDE OF THE LEASE AREA LINE L \ /��j , FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM PERFORMED WHIILLE THE AFORE THE COUNTERPOISE E S ISOLATED FROM THE NC SYSTEM E.01 O GRIDS AND EXISTING COMMUNICATIONS FACILITY SCHEMATIC GROUNDING PLAN 1 CEI JOB NUMBER: 10 -69546 22x34 SCALE. 3/4' = 1' -0' 111x17 SCALE: 3/8' = 1' -0' • I at &t I1, — Your world. Delivered. - PROJECT CONSULTANTS ANTENNA I WEATHER SEAL 11 NOTE! • ALL CONNECTIONS TO BE CADWELDED GoodmanNetworks 'll - , � (E) GROUNDING BUSS BAR & • USE MECHANICAL CONNECTIONS ONLY 1 ATTACHMENT KIT WITHOUT WITH THE WRITTEN APPROVAL OF THE ;��.� 11 INSULATORS BOLTED TO TOWER 3' JUMPER CONSTRUCTION MANAGER DIN MALES REFER TO SCHEDULE ON SHEET RF -1 • HOISTING GRIP TO BE INSTALLED BELOW PLANS PREPARED BY FOR TRUNK CABLE APPROXIMATE TOP GROUND KIT. MHA LENGTH & PLACEMENT CORNERSTONE �� eNOrNeenemo.rNc 18028 WOODINVILLE- REDMOND RD NE SUITE 210 GROUNDING KIT I I PHONE 425 4887 7 1 17 32E, WOO WA 04252 1732 FAX 425.487 1734 I EMAIL. col @carnoralone•on0rcom COAX GROUNDING KIT WWW.CORNERSTONE•ENGR COM • PROJECT INFO ) 41\:\r:: :: „. 1 JUMPER CABLE • GROUND BAR (E) NOKIA CABINET (TYP) ', PT89 I I (E) GROUNDING BUSS BAR ATTACHED TO ICE DOWNTOWN TIGARD `\ & ATTACHMENT KIT BRIDGE SUPPORT (E) POWER RACK (E) MONOPOLE I I \ BOLTED TO TOWER (E) UMTS CABINET \ I / riiaiiiiiiiiiiii I 8777 BURN HAM ST TIGARD, D, OR 97223 v !• WASHINGTON COUNTY � / 1 4 p.... :_� I 1 I r / PROPOSED EQUIPMENT r (E) (2) #2 SOLID BARE ‘ r / - � :I ��� �� / / I i / r ISSUED FOR: i .: INSTALLED INTO r i TINNED COPPER l T" , �� / / / RACKOSED 19° LTE L CONSTRUCTION GROUNDING LEADS (TYP) IC / � , I l l / 0117 I -REV = DATE' - ISSUED FOR: _. BY :° r. r ' 1 II WE / /11111&Villiffliiii / • / / p 03 -16 -11 CONSTRUCTION KJM d • (E) #2 SOLID BARE TINNED Q q 02 -21 -11 CLIENT REVIEW JRF (E) #2 SOLID BARE TINNED COPPER GROUND RING COPPER GROUNDING \ LEADS (TYP) (TYP) , DRAW N BY. -CHK APV : JRF I BMH 1 MWO I CURRENT ISSUE DATE: TOWER GROUNDING SCHEMATIC 6 NOT USED 5 C � 03 -16 -11 22x34 SCALE. NTS 111517 SCALE. NTS 22x34 SCALE: NTS 111517 SCALE. NTS _ LICENSURE HYLUG CONNECTOR INSTALLATION INSTRUCTIONS: (2) 3/8•0 SS HEXNUT �0O PROp r 1 SELECT PROPER HYLUG FOR THE WIRE SIZE USED 5 F,NG NEEq � ■ ® ` EQUIPMENT CHASSIS ( #2) TWO HOLE 2. STRIP CABLE OF INSULATION TO A LENGTH EQUAL TO THE BARREL OF THE ' 74538PE ® � � COMPRESSION LUG ,,,,4 � �• GROUNDING BUSS BAR / CONNECTOR �� . �� ^ t�� CABLE RACEWAY 3. INSERT CABLE FULLY INTO CONNECTOR. ���•• I lli- iii I GROUND WIRE STUD 4. APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF t� s 2 VIM *Furia -. ea (TOP OF 2 FRONT �q K0r xa° O 4 � .� 4 T YPE GL LUG COLORED BANDS. R k °' `� l r ` TYP GR � ANTI-OXIDIZING X AND BACK OF CABINET) 5 CRIMP FROM TONGUE END OF CONNECTOR TOWARD CABLES FOR w O ��jj COMPOUND I CLEAR HEAT SHRINK ON TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES (EXPIRATION 15 12/31/121 C OMPRESSION LUGS REQUIRING MORE THAN ONE CRIMP PER END DRAWING INFORMATION - � a TYPE PT � 3/810 STAR ( #2 STRANDED GREEN HYLUG TYPE YGA CONNECTOR IS PRE- FILLED WITH PENETROX COMPOUND AND DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY r WASHER 1 INSULATED COPPER STRIP SEALED ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS GROUND LEAD TO BUSS BAR OR #2 SOLID BARE TINNED BURNDY HYDRAULIC DIE SET #U1CRT- 1/U11T DRAWING ARE SUPERSEDED BY THE LATEST REVISION COPPER TO GROUND RING THE INFORMATIRY CONTAINED IA THIS SET OF SCCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE _� /� PLAN OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 411 NOTE. STRICTLY PROHIBITED • TYPE GT TYPE SS 1 4': 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 G ROUNDING 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 TO BE USED FOR THIS PROJECT. C L O NOT USED 4 CADWELD DETAILS 3 HYLUG CONNECTION 2 GROUND CRIMPING GUIDELINES 22x34 SCALE: NTS 11x17 SCALE NTS 22x34 SCALE NTS 111x17 SCALE. NTS - 22x34 SCALE. NTS 111x17 SCALE NTS 22x34 SCALE NTS 111x17 SCALE NTS CEI JOB NUMBER 10 69546 ... 1 .. " . '• Ii ' : 1 I 1 ' • '.. it I Tag , .. . _ . ...11 . :. . . .." do - - -1 .: . 4.,-..- - . - '' ' 1 , v. ' ' .....-........ .1. , , . , i • N ' . • e )III ... • .4.1.0111111.1el 1 1 ..... - ' .' ... ' - r . ''. Ill I . ■.! i , 1 ... .... . . . ,.. , i m ill i a ' III 1 :. g _ ! .... ; ■ , A, .■..■. ..- - .--- _._ - , . II 11111r \ lb. 7--.• .., ) .doll • ..es■ „... ..... ....11 , am - ,.. .... ...... ........ ., ___,.... . •_ .........._ .._ ••_.....,,...... ..,_ , , •..., .4. . . , .... . _ f , o - ,_L.J, -tiQt,,-t IFOINPE C -...„---- PT89 DOWNTOWN TIGARD atsct PROPOSED ELEVATION ...—.." ---.--