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I �! SHEET INDEX , DISCLAIMER fP® e a rw re SAC WIRELESS HAS PRODUCED THIS SET OF DRAWINGS/C �SHEET DESCRIPTION DOCUMENTS BASED ON THE SPECIFIC"SCOPE-OF-WORK"AS DESCRIBED ON THIS SHEET T-1 AND ALL SUBSEQUENT SHEETS 0 T T•1 TITLE SHEET INDICATION THAT DESCRIPTION(N)FOR NEW WORK,AS RELATES 0 C T A 9nio TO THE RELEASE DATE. 1475120TTHAVEt4M lE IT T•2 GENERAL NOTES&LEGEND AND D WAS UPDATED LAND BENEFIT OF A SITE RECONNAISSANCE eIT4Ea�A 98005 AND/OR UPDATED LAND SURVEY AS ALL EXISTING CONDITIONS ��lI I ARD NCLUDING EQUIPMENT,ANTENNAS AND ALL APPURTENANCES �UILDIN n , SITE NAME /M•� ARE PRODUCED BY CLEARWIRE'S CLEARVISION TOOL CONTAINING n 1$1( A•1 ENLARGED SITE PLAN CI OF FF TIG�/ARD UPDATED DRAWINGS/DOCUMENTS FROM CLEARWIRE'S PREVIOUS A&E: iii KINGCITY A a �.I: IJ',E.w,...... .�...,, CODE COMPLIANCE,EXISTING SITE E LOCAT ON EQUIPM NT. sa ANTENNAS WITH APPURTENANCES,PROPERTY LINES,EASEMENTS •-‘ A•2 ELEVATIONS Conditionally Approved .... AND SETBACKS. 11/4111=0 amIll 4 See Letter t0:Follow ( J ACCORDINGLY,SAC WIRELESS DOES NOT GUARANTEE THE A•3 ANTENNA PLANS AND DETAILS SITE NUMBER Attached WIMPIONIMMOO 11 ACCURACY OF ANY EXISTING CONDITIONS OF THIS TELECOMMUNICATIONS SITE. W I R E L E S S S INcERING GREY AUGMENT ID LTE per Number: i 5865 AVENIDA ENCINAS . ±r - i CARLSBAD. sacr2008 Address: `•_= DRIVING DIRECTIONS OR-POR065S1 ;1 8,,; -, -' Date: Ira 76 0795.5200 PROJECT SUMMARY LICENSER DEPART FROM NEAREST INTERNATIONAL AIRPORT' nn �+ 1. HEAD SOUTH TOWARD NE SANDY BLVD. Approved plans 2. TURN RIGHT ONTO NE SANDY BLVD. SITE NAME: KING CITY t 3. TAKE THE 1ST LEFT ONTO NE 82ND AVE. Shall be on job site. �,,4� PR. � 4. TURN LEFT ONTO NE JONESMORE ST. SITE NO/AUGMENT ID(LTE): OR-POR065S12.1 ,���yIIV 5. SLIGHT RIGHT ONTO NE HALSEY FORK ,�/ NG — '• / SITE ADDRESS: 13680 SW PACIFIC H . V 8. SHARP LEFT ONTO NE HALSEY ST. SITE ADDRESS TIGARD.OREGON 97223 9 lid 77402PE 9 7. TAKE THE US-30 W./1-84 RAMP TO CITY CENTER 8. MERGE ONTO 1-84 W./U.S.30 OFFICE COPY COUNTY: WASHINGTON 9. TAKE THE EXIT ON THE LEFT TOWARD BEAVERTON/SALEM 13680 SW PACIFIC HWY. 10.MERGE ONTO 1-5 S. LANDLORD: T-MOBILE 11.SLIGHT RIGHT TO STAY ON 1-5 S. CONTACT: ALAN BAR 12.EXIT ONTO OR-99W S./SW BARBUR BLVD. TIGARD OREGON 97223 PHONE: (425)802-2766 N�.O OREGON o 13.CONTINUE TO FOLLOW OR-99W S. 14.DESTINATION WILL BE ON THE LEFT APN: 2S102CC01100 / ZONING: C-G(GENERAL COMMERCIAL) � B O N- JURISDICTION: CITY OF TIGARD Q IQ'/L IPIRATION DATE: i p/O. BUILDING CODE: 2009 IBC PROJECT TYPE ELECTRICAL CODE: 2009 IEC FIRE CODE: 2009 IFC (E) 100'-0" HIGH MONOPOLE REVISIONS it DATE DESCRIPTION BY 0 0910,12 90%CONST.DRAWINGS XRC OCCUPANCY: UNOCCUPIED ACCESSIBILITY: ' THIS IS AN UNMANNED TELECOMMUNICATION FACILITY- ' DISABILITY ACCESS IS NOT REQUIRED VICINITY MAP SCOPE OF WORK APPROVALS PROJECT TEAM 3 - E tea' 1. BETA SECTOR:ADD ADDITIONAL P65-18-XXW2-R XX-POL ANTENNA SIGNATURE DATE PROJECT ENGINEER: SHE NEME (SHOULD ALREADY HAVE ONE ON THE SECTOR). a �� 2. ADD RET DAISY CHAIN CABLE AND RUN TO EXISTING RET SYSTEM. CLEARWIRE CONSTRUCTION SAC WIRELESS, LLC SW Fa�TnOVen St 3. ADD 1 DAPVXANDPOWER/FIBERCABLE. MIKE O'BRIEN, SE, LEED-AP KING CITY H M 9 T 11 Gtad„ks 5865 AVENIDA ENCINAS, SUITE 142B "A"'CO CARLSBAD, CA 92008 Trr r�srriesal�CR8 ■� �I CONTACT:CARLOS CASTELLANOS AUGMENT ID(LTE) SW Fairhaven Way Total Cm CMe SITE NUMBER. TELEPHONE: (760)795-5211 OR-POR065S12.1 € SW Ga'nM,a �� FAX:(760)931-0908 �`� SWHi0sIe Or SWI1HH . WORK COMPLIANCE GENERAL CONTRACTOR NOTES www.sACWCOM 2 i SIIL- 1I1LL ..,t ALL WORK SHALL COMPLY WITH THE LATEST AND CURRENT CODES.NO CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS • 9.e. SW Ggarde St SY,t, WORK SHALL START WITHOUT THE NTP ISSUED. AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TITLE SHEET ,, ,,,i, 'Ennerx i THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE Resta meta 41 THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC REGULATORY PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. -nu,ra iN REQUIREMENTS. SHEET NUMBER ■ ALL WORK MUST CONFORM TO THE LATEST AND CURRENT CODES: et NOT TO ”CLEARWIRE CONSTRUCTION INSTALLATION GUIDE-WIMAX° ! SCALE GENERAL NOTES 'i 1" LIGHT POLE 1. THIS FACILITY IS AN UNMANNED CELLULAR TELEPHONE EQUIPMENT 14.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR 8. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS. 0 FND.MONUMENT C I e a rw re FACILITY. ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE HOLD-DOWNS,POST BASES,FRAMING CAP,HANGER AND OTHER WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS MISCELLANEOUS STRUCTURAL METALS SHALL BE AS MANUFACTURED 9 SPOT ELEVATION 2. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS.THIS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR BY SIMPSON STRONG TIE CO.OR APPROVED EQUIVALENT. FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID A SET POINT PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. DOCUMENT. 9. ALL EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE 1475 120TH AVENUE NE WEATHER SHALL BE HOT-DIP GALVANIZING AFTER FABRICATION. A REVISION BELLEVUE,WA 98005 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND 15.ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 10.ALL WELDING DONE AFTER GALVANIZING SHALL BE PROTECTED WITH 0 GRID REFERENCE CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER TWO(2)COATS OF"GALVANIZED" OR GALVALOY" PRIOR TO SUBMITTING BIDS,AND PROCEEDING WITH ANY WORK. 16.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING,FRAMING.HANGERS OR SUPPORTS FOR INSTALLATION OF DETAIL REFERENCE 4. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS. ITEMS INDICATED ON THE DRAWINGS. GENERAL FIRE NOTES:(SFM) - T OMISSIONS,OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE f t, 1 NEW ANTENNA PLANS,SPECIFICATIONS,&NOTES PRIOR TO STARTING 17.THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOLITION.THE APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR moo, EXISTING ANTENNA CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY RATED ASSEMBLIES. DEMOLITION SHALL BE IN ACCORDANCE WITH 2009 IFC SECTION 1401. W I R E L E S S ® ERRORS,OMISSION,OR INCONSISTENCY AFTER THE START OF GROUND ROD CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION 1 8.NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE 2. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS F N G I N E F R I N G G R O U OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO MATCHED IN FORM,TEXTURE,MATERIAL AND PAINT COLOR EXCEPT AS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE TT GROUND BUS BAR 5865 AVENIDA ENCINAS CARLSBAD.CA 92005 RECTIFY THE SITUATION.THE METHOD OF CORRECTION SHALL BE NOTED IN THE PLANS. STREET OR ROAD FRONTING THE PROPERTY.[2009 IFC SECTION 505.1] • MECHANICAL GRND.CONN. "..w... .co'^ 760.795.5200 APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A CADWELD THE PROJECT. 19.THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT.OF TRAVEL TO ALL FLAME-RETARDANT CONDITION.[2009 IFC SECTION 807-1.2] 0 GROUND ACCESS WELL LICENSER 5. PRIOR TO STARTING CONSTRUCTION.THE CONTRACTOR HAS THE PORTIONS OF THE CONSTRUCTION AREA. RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER OR 4. PORTABLE FIRE EXTINGUISHERS:AT LEAST ONE FIRE EXTINGUISHER (� tPE°PR0`fs WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 I 1 ELECTRIC BOX �` �+ozve sir NOT SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE. 20.MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE f' THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR fl TELEPHONE BOX OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED APPROVING THE RESULTS. PORTION THEREOF ON EACH FLOOR.[2009 IFC SECTION 906.1.1&7 DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT @ AND SECTION 906.3.1)] BOOM 800-227-2600 21.ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM C T _ ` \J?•/r4EL E.00P REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT ELEVATION REFERENCE 6. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL SPECIFICALLY SHOWN OTHERWISE. MP tE>«u7wnwTE: 23ino 2) PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING STORM WATER QUALITY NOTES CONSTRUCTION BMP'S: CONSTRUCTION.ANY DAMAGE TO NEW OR EXISTING SURFACES, 22.ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. ', STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT NOTES 1-5 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE ALL TIMES. SECTION REFERENCE CONSTRUCTION BMP'S CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 23.BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE 1. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT,MUD OR NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE r- '' -- ' i GROUT OR PLASTER 7. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE MANDATED BY THE GOVERNING AGENCY. ADJACENT STREET(S)OR STORM WATER CONVEYANCE SYSTEM DUE I I (E)BRICK SPECIFIED BY THE GOVERNING AGENCY.AND BY LAW SHALL BE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION AVAILABLE FOR INSPECTION AT ALL TIMES.IT IS THE CONTRACTOR'S 24.ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ® (E)MASONRY RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH SAME INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN CONCRETE SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR THE INSTALLED CONSTRUCTION BMP'S 111=111= PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES,REVISIONS, CLARIFICATIONS. I I 1=111=11 I EARTH REVISIONS ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD 2. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS # DATE DESCRIPTION BY THE AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER b0O�0O�0On GRAVEL SPECIFICATIONS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE h 0 09 1012 90%CONST.DRAWINGS XRC RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. IMPROVEMEITS THAT ARE TO BE POURED INTO PLACE ON THE SITE. SAND 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STRUCTURAL METAL 3. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE WORKING ORDER AT ALL TIMES. -.'------ ------ IMES. WOOD CONT. - - JOB IS COMPLETE. 1. ALL STRUCTURAL STEEL SHALL COMPLY WITH MOST RECENT ASTM ` A-36 STANDARDS. 4. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION WOOD BLOCKING 9. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY 2. ALL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH MOST TRANSPORT AT ALL TIMES. ' I' ..7_( /I STEEL OWNER OR GOVERNING AGENCY. RECENT A.I.S.C.SPECIFICATIONS. - CENTERLINE 5. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT ' PROPERTY/LEASE LINE 10.ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE 3. ALL WELDING SHALL BE PERFORMED BY OPERATORS WHO HAVE BEEN MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF SITE NAME LATEST I.B.C.AND ALL OTHER GOVERNING CODES,INCLUDING THE RECENTLY QUALIFIED AS PRESCRIBED IN MOST RECENT POLLUTANTS INTO THE ENVIRONMENT. INTERNATIONAL ADMINISTRATIVE CODES TITLE 8,19,AND 24.THE MOST "QUALIFICATION PROCEDURE"OF THE AMERICAN WELDING SOCIETY. MATCH LINE I� �+ RESTRICTIVE CODE SHALL GOVERN. KING CITY 4. USE ALL MEANS NECESSARY TO PROTECT STRUCTURAL STEEL 11.THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL BEFORE,DURING AND AFTER INSTALLATION AND TO PROTECT THE WORK POINT LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES.IN THE REQUIREMENTS. EVENT OF DAMAGE IMMEDIATELY MAKE ALL REPAIRS AND GROUND CONDUCTOR SITE NUMBER. REPLACEMENTS NECESSARY TO THE APPROVAL OF AND AT NO AUGMENT I0(LIE) T TELEPHONE CONDUIT 12.WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE ADDITIONAL COST TO THE OWNER. EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO E ELECTRICAL CONDUIT OR-POR065S 12.1 EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. 5. HIGH-STRENGTH BOLTS SHALL COMPLY WITH ASTM A-325 N.BEARING TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE TYPE CONNECTION WITH THREADS INCLUDED IN SHEAR PLANE. (POWER) STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR - E/F ELECTRICAL CONDUIT THE CONDITIONS PRESENT. 6. OTHER MACHINE BOLTS AND ANCHOR BOLTS SHALL MEET THE SHEET TITLE AND FIBER(POWER) REQUIREMENTS OF ASTM A-307 A COAXIAL CABLE GENERAL NOTE 13.THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY 7.WELDS SHALL BE MADE WITH ASTM-233,E-70 SERIES ELECTRODES FOR TIE - OVERHEAD SERVICE & LEGEND RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, STEEL TO STEEL CONNECTIONS UNLESS OTHERWISE NOTED. TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING WELDING OF REINFORCING BARS SHALL BE DONE WITH ELECTRODES CONDUCTORS ALL PORTIONS OF THE WORK UNDER THE PROJECT. AS APPROVED BY A CERTIFIED TESTING LABORATORY. - X CHAIN LINK FENCING sHE L'NUMBER 1 GENERAL REQUIREMENTS 2 LEGEND T•2 SCALE: NTS I sr Ar O. Y-- X X X X X X CIearw re \\*\IIIIIIIII,!Illlijip, / 1 I I I 1475 120TH AVENUE NE BELLEVUE,WA 98005 '0: ,k I IIIIII (E)ANTENNA AREA,FOR III 1)f,' I III � ENLARGED AN6TENNA PLAN SEE: ,1 1 T H I I`I I I'i�,` •, 1 ( 7` EEL A3 A3 ',< . •. II'/•A ci.31 ,..i '`'1 I` I II'I 'o,'•► X I %I �� I ecr, ' I (E)METER RACK WIRELESS (N)FIBER I POWER RUN WITHIN ' j1 I 'I ENGINEERING GROU' 5865 AVENIDA ENCNVAS 2"INNERDUCT TO FOLLOW \ / CARLSEUO.CA92000 EXISTING CABLE ROUTE — —.-. �. — / \ 760.795.5200 X. _____.)6 '0.p. . - '---- . \ LICENSER 0_1 I h c.3 00IN OFfs8j • TOP OF (E 0'MONOPOLE 1 C I e a rw re I.. 1475 120TH AVENUE NE BELLEVUE,WA 98005 (E)ANTENNAS BY OTHERS L .....iaT W I R E L E S S RAD CENTER OF(E)ANTENNAS ELEV.81'-6"AGL JGINEERING GROU 5865 AVENIDA ENCINAS CARLSBAD.CA 92008 WW W.SacW.rem 760.7956200 ANTENNAS CLEARWIRE \ LICENSER ANTENNAS ate 0 PRO y M INEE. '�O n PWV 77407PE • RAD CENTER OF(E)CLEARWIRE _ \ 'I, (N)ANTENNA MOUNTED ON(E) �tJI a ANTENNAS ELEV.65'-0"AGL I ANTENNA PIPE MOUNT 4,c 00RE0c0• r\02 q © y4EL E.Oe°' I ■ ^-3 (EXPIRATION DAEE.'12,118012 (1)(N)DAP HEAD TO MATCH EXISTING FOR SECTOR B (MOUNT DAP HEAD BELOW ON (N)ANTENNA PIPE EXTENSION) I q I- (N)FIBER I POWER RUN WITHIN 2"INNERDUCT TO FOLLOW REVISIONS EXISTING CABLE ROUTE # DATE DESCRIPTION BY 0 09,10/12 90%CONST.DRAWINGS XRC I ' q (E)BUILDING (E)100'-0"HIGH I Nna,E MONOPOLE TOWER LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLL _LLLLLLLLLLLLL LLLLLLLLLLL LLLLLLLL _.._LLLLLLLLLLLLLLLLLLLL KING CITY I I LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLL L.LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL1. • LLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLL LLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLL SITE NUr.+BER I I LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL <,L<,VFVT Is TF LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL O R-P O RO 65512.1 LLLLLLLLLLLLL (E)CLEARWIRE LLL LLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L LL LLLLL;L LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL EQUIPMENT CABINET LLLLLLLLLULLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL BOLTED TO EXISTING l,^ SHEET TITLE CONCRETE PAD w LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL II!hI LLLLLLLLLI.LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _ LLLLLLLLLLL_LLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL_LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 11111111111 LLLLLLLLLLL.LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL ELEVATIONS LLLLLLLLLLL_LLLLLLL ' LLLLLLLLLLLLLLLLLLLL qI LLLLLLLLLLL..LLLLLLL LLLLLLLLLLLLLLLLLLLL] _ IIIIIIIIIIIIIIIIIII LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL j LLLLLLLLLLL)..}--LLLLL LLLLLLLLLLLLLLI ' I I I (E)GRADE LLLLLLLLLLLLL. LLLLL LLLLLLLLLLLLL SHEET NUMBER 0'-0" LLLLLLLLLLLL-.LLLLL LLLLLLLLLLLLLL I I 1_L! , !1__I L L1 ! I LC' I ' " ' , I ' I_L, EAST ELEVATION o 3' 6' 12' A•2 ■ SCALE: 3/32"= 1-0" 1 • (1)(N)ANTENNA TO MATCH NOTE: I I I I 1 1 EXISTING FOR SECTOR B NO CHANGE TO EXISTING (MOUNT ON(E)ANTENNA PIPE) ANTENNAS AND DAP HEADS s;1 Clearw re ak v I 1475 120TH AVENUE NE \11.2 l BELLEVUE,WA 98005 1111111111 ' , ,,]R�.'270' Pr�� t . i. iii.i Ii111111I1111!!I■ IIIIIi�II II II AAL `kph" 1 _-- (3)(E)CLEARWIRE sal . 1 1111;A N MICROWAVE DISHES a '.` \ LOCATED ABOVE(E) ' 7 ARGUS PANEL 4 411111". , ANTENNAS TO REMAIN v W I R E L E S S �` IJGINEERING GROI I . -'\la l 5865 AVENIDA ENCINAS `, CARLSBAD,CA 92008 1111111 11111111 , 760.795.5200 - - I \ I I LICENSER ■ I / �f,FD PRpFESs 1leQ ■... ;t : 1iiiiti� ii(�II �OIN(3)(E)CLEARWIRE ARGUS VIII PANEL ANTENNAS,(1)PER _ - SECTOR FOR(3)SECTORS, ly'I`- )I I \ v ; (3)TOTAL TO REMAIN ;I• I„111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I, .qt E I — - :ill-• IS II.1I (6)(E)CLEARWIREDAP PiruraNDATE:,�3, 0z) HEADS,(2)PER SECTOR ' ` 1 111 1 FOR(3)SECTORS,(6) i L 'a (3)(E)CLEARWIRE MICROWAVE ■ I `r` TOTAL TO REMAIN _�' DISHES LOCATED ABOVE(E) C -. ,I L 0 1' S i ARGUS PANEL ANTENNAS TO ; 5 (E)ANTENNA PLAN TRUE REMAIN i - - SCALE: 1/2"= 1'-0" v NORTH I' ■ L_ (3)(E)CLEARWIRE ANTENNAS ■ I AND DAP HEADS TO REMAIN (1)(N)DAP HEAD TO MATCH - _ I I 1 EXISTING FOR SECTOR B i `I (3)(E)CLEARWIRE ARGUS ak (MOUNT DAP HEAD BELOW ON �i PANEL ANTENNAS,(1)PER (N)ANTENNA PIPE EXTENSION) SECTOR FOR E SECTORS, v REVISIONS NOTE: 4 ,i (3)TOTALTORMAIN # DATE DESCRIPTION BY NO CHANGE TO EXISTING 0 09/10/12 90%CONST.DRAWINGS XR0 ANTENNAS AND DAP HEADS v N (1)(N)ANTENNA TO MATCH alk EXISTING FOR SECTOR B (E)ANTENNA AND DAP CONFIGURATION 2 (N)ANTENNA AND DAP CONFIGURATION ` 1111111111 (MOUNT ON(E)ANTENNA PIPE) v 1 SCALE: NTS SCALE: NTS ,\, ,,-__r. ••4".'7.' ` '-, P41 PART#: LLPX31OR PART#: VARIOUS `1 , III 11111 i. III. 111111111111 I II 1 I�,I I HEIGHT: 42.4" \ HEIGHT: 25.20" I r I ,�' 1 ,` WIDTH 11.8" WIDTH 7.58" I ( �' — .111)1�/A \ DEPTH: 4.2" Ir 1111 DEPTH: 5.5" I 1,, -L SITE NAME WEIGHT: 26.5 LBS (3)(E)CLEARWIRE WEIGHT: 27.6 LBS III 1 11111 . \ MICROWAVE DISHES a to 7.58" + /�� I I I LOCATED ABOVE(E) KING CITY ARGUS PANEL (N)RET DAISY CHAIN laki Illi Lri CABLE RUN TO ANTENNAS TO REMAIN 11.8' TOP VIEW EXISTING RET SYSTEM 1111111 I I 1 / SITE NUMBER. ` , AUGMENT ID ILTEi \ V C c-1 i OR-POR065S12.1 (1)(N)DAP HEAD TO MATCH \ . I I I I I I I 1 I I I 1 I(III(e '0 EXISTING FOR SECTOR B -- ( (MOUNT DAP HEAD BELOW ON N 1�1 NCV e I III I1) �/ : �I' (N)ANTENNA PIPE EXTENSION) SHEET TITLE v `�� N � II I II I , I I I I III VIII IIIIIIIII �.� © PLANS AND DETAILS v _ __ 1... ...43 ` Fl 1111111111 /N (N)FIBER!POWER RUN ~ WITHIN 2"INNERDUCT TO el. ' FF'NUMBER FRONT VIEW SIDE VIEW TOP VIEW FRONT VIEW SIDE VIEW . / FOLLOW EXISTING /� • 3 (N) LLPX31OR PANEL ANTENNA 4 (N) MOTOROLA DAP Vx 6 (N)ANTENNA PLAN o 6 1 CABLE ROUTE TRUE H SCALE: NTS SCALE: NTS SCALE: 1)2"= 1'-0" NORTH