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Plans (74) ri J ETERSON JT REHLE 1 ARTINSON, INC. CONSULTING ENGINEERS i thk il . COMMUNICATIONS MONOPOLE STRUCTURAL ANALYSI r�.Q� ; =" ANALYSIS RE ._ A Nt c...1- C ci i, 2001 RD at &t Monopole OR at &t Site: Scholls & 125 (PR-77) . 12655 SW North Dakota Street Tigard, Washington County, OR CITY OF TIGARD Ammed .4).W.kakiika... it se LAMM > Piemdt Wumber OP . ' - ' 6 - 4 d ! w v • . ,. more October 10, 2007 II U l i Adapt Engineering, Inc. Job # OR07 -14983 oN ., - PSM Job # C07167 !!��,,�� • Q �� MV ��L'i MP OFFICE COPY . 10/ o* 2200 SIXTH AVENUE, SUITE 601 PHONE 206- 622 -4580 SEATTLE WASHINGTON 98121 FAX 206- 622 -0422 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION 5 - DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T l 1 ..,.--lid.,`""11° WIRELESS, LLC. SERVICES THAT IS STRICTLY PROHIBITED. O a & � .� Your world. Delivered. �' = � i !�-' J R E A L C 0 M 1..-!' ` RTC BUILDING 3, 16221 NE 72ND WAY C` REDMOND. WA 98052 OCT 16 2007 w Cr' 1 Or liti cc PR77 11UP D Gt i -' SCROLLS & 125TH 12655 SW NORTH DAKOTA PORTLAND, OR 97223 s Ca VICINITY MAP GENERAL LOCATION MROJECT INFORMATION DRAWING INDEX ,, J �~ �— r I I j _ ` •�� . APPLICANT: PROJECT CONSULTANTS: DWG. '�d �- r `� ��" I I °§ m Al: ` DESCRIPTION t . t N AT&T WIRELESS LLC REALCOM n _ _ ,� 4 ' . REDMOND TOWN CENTER, BUILDING #3 621 SW ALDER ST, STE 300 51 .�" I j = ' f P.O. BOX 97061 PORTLAND, OR 97205 T -1 TITLE SHEET 3 jm s1M R a 2 G -1 GENERAL NOTES �J � pf : f REDMOND, WA 98052 PHONE: (503) 241 -0279 *T Stud ry r NEA9VC)N 1, I m J i t AX: (503)241 -2204 A -1 SITE PLAN Ow CO � aNOPI, aaa,wo., � . - - 1 r � A -2 COMPOUND PLAN ITE Lt co waFRa SETE LO ATION ' � a �. t ) LAN OWNER: A3 ELEVATION(S) 1y HA&R LLC A-4 EQUIPMENT SPEC'S w00ooML WAYBP72 Fa 425.487.1734 4 o �- _ ' I _ 4 12655 SW NORTH DAKOTA ST A5 RADIO PLAN °°QUA" fff TIGARD, OR 97223 / � S z — ^�� a� a � � � 5 PROJECT ENGINEER: J S Lai s a y � 1� CORNERSTONE ENGINEERING INC TOWER OWNER: / Q , � i , `` , 14201 NE 200th ST SUITE 200 NEW AT&T WIRELESS LLC (DATE: 1 I � i ` ti ` ' � '� WOODINVILLE, WA 98072 REDMOND TOWN CENTER, S� SQ? v. � ,r " OFFICE: (425) 487 -1732 -dg B P..Q. O. BOX 977 061 I DRAWN BY: " f CONTACT: MARK OLSON, P.E. P JRF @v 0 `. ( •� °i � ` REDMOND WA 98052 °�k ��� l 1 CHECKED BY. MWO .w i I o -:.° CODE INFORMATION: CONTACT: GARY DADS ek ZONING CLASSIFICATION: GP PHONE: (425) 274 -4444 SW Anton �r J` / r - - = - PROJECT MANAGER: BUILDING CODE: 2003 IBC REVISIONS CONSTRUCTION TYPE: TELECOMMUNICATIONS SITE AQUISITION: DATE DESCRIPTION INITIAL 10/08/06 A PRELIM CDS JRF DRIVING DIRECTIONS OCCUPANCY: UNOCCUPIED PHONE: 503)2 241-0279 1/ /w 0 REVISEDPCD9 DRA JURISDICTION: CITY OF TIGARD PHONE: (503) 241 -0279 10/01 /0r _ 0 FOR CONSTRUCTION JRF STARTING FROM THE REDMOND OFFICE: 13125 SW HALL ZONING AGENT: TURN RIGHT ON 164th AVE NE. TURN RIGHT ON BEAR CREEK PKY. TURN LEFT ON LEARY WAY NE, TAKE RAMP ONTO WA-520 WEST TOWARD SEATTLE. TAKE TIGARD, OR 97223 PROPOSED BUILDING USE: UNMANNED TELECOMM. CONTACT: PAUL AKER THE 1-405 SOUTH EXIT TOWARD RENTON, 1-405 SOUTH BECOMES WA -518 WEST. TAKE 1 -5 SOUTH EXIT TOWARD PORTLAND, TAKE EXIT #302B ONTO 1 -405 SOUTH PHONE (503) 241 -0279 -0279 O F F TOWARD ST. HELENS /BEAVERTON. TAKE EXIT #1D ONTO US -26 WEST TOWARD BEAVERTON. TAKE EXIT #69A ONTO OR -217 SOUTH TOWARD 6 . y *. VEE T S TIGARD /BEAVERTON, TAKE EXIT #4B /OR -210 TOWARD SCROLLS FERRY RD. TURN RIGHT ON SW SCHOLLS FERRY RD. TURN LEFT ON SW NORTH DAKOTA ST, SITE LOCATION: (BASED ON NAD 83) CONSTRUCTION MANAGER: v, ARRIVE AT 12655 SW NORTH DAKOTA ST ON THE LEFT. LATITUDE: 45° 28' 35.4' N CONTACT: GARY DADE LEGAL DESCRIPTION ; / / LONGITUDE: 122° 48' 16.3' W PHONE: (425) 274-4444 • TOP OF STRUCTURE: 55' - AGL BASE OF STRUCTURE: 0' -0' AMSL (ASSUMED) PARCEL NUMBER(S): � 9 R � W ° G CV O i APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS PROJECT AREA: MUM ,�D� 1236 S.F. EQUIPMENT AREA AREA OF PARCEL: CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE ±331 S.F. ENTIRE COMPOUND 0.81 ACRES 25,283.6 S.F. SITE CONSTRUCTION MANAGER RF ENGINEER GENERAL INFORMATION: PR77 1. PARKING REQUIREMENTS ARE UNCHANGED. LANDLORD'S REPRESENTATIVE INTERCONNECT SCHOLLS & 125th 2. TRAFFIC IS 3. NO AGE IUNAFFECTED. ROPOSED. 0 S F. PO IMPERVIOUS AREA: OPERATIONS SIGN 12655 PORTLAND, OR 97223 PROJECT MANAGER 23 4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED. SITE ACQUISITION COMPLIANCE :I ZONING CONSTRUCTION MANAGER PROJECT DESCRIPTION: SHEET TITLE I THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TITLE SHEET PROJECT MANAGER TELECOMMUNICATIONS FACILITY, CONSISTING OF ADDING (2) PANEL ANTENNAS (IN SECTOR A) AND (6) 7/8' COAX INSIDE (E) MONOPOLE. REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO SHEET NUMBER EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T-1 • GENERAL NOTES: GENERAL NOTES CONTINUED: ABBREVIATIONS: 21. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE. THIS SET OF DOCUMENTS IS INTENDED TO CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE C BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTORS SCOPE OF PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND AFF ABOVE FINISHED FLOOR JT JOINT G WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AFG ABOVE FINISHED GRADE LAM LAMINATED COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND AFS ABOVE FINISHED SLAB LF LINEAL FOOT O SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM ALUM ALUMINUM MANUF MANUFACTURER 1 ! 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. AB ANCHOR BOLT MAX MAXIMUM TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, AT&T REPRESENTATIVE L ANGLE MECH MECHANICAL ARCH ARCHITECTURAL MH MANHOLE PRIOR TO START OF IA RK. 22. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -A1OBC WITHIN 75 BTS BASE TRANSMISSION SYSTEM MM MILLIMETER FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. BLDG BUILDING MIN MINIMUM � 3 PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH BM BEAM MISC MISCELLANEOUS J ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE 23. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BOT BOTTOM MPH MILES PER HOUR CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE BUSINESS. B.O. BOTTOM OF MTh METAL C ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES BOC BOTTOM OF CONCRETE NIC NOT IN CONTRACT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 24. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS BOS CJ CONNTRO TROL J CO STEEL NOM NOMINAL W OINT NTS NOT TO SCALE APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. I CENTER UNE OC ON CENTER • 4. THE ARCHITECTS/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT CLG CEILING OD OUTSIDE DIAMETER DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT 25. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING CLR CLEAR OH OVERHEAD E/ MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM DEPARTMENT INSPECTIONS. CMU CONCRETE MASONRY UNIT OPNG OPENING COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER COL COLUMN OPP OPPOSITE SHALL BEAR RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFUCTS, ERROR, OR 26. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO CONS CONS U I PERSONAL COMMUNICATION SYSTEM T CON OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR MAINTAIN ANY EXISTING ROOFING WARRANTY. PLATE C AN SHALL PRICE THE MORE EXTENSIVE WORK; UNLESS DIRECTED OTHERWISE. CTR T CTR CONTINUOUS R PR PAIR CENTER PSI POUNDS PER SQUARE INCH 27. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE DIA /0 DIAMETER PSF POUNDS PER SQUARE FOOT 5. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED OATH CONSTRUCTION PRIOR TO EXACT LOCATION AND ROUTING WITH THE ON SITE AT &T CONSTRUCTION MANAGER PRIOR TO STARTING WORK. DM DETAIL PT PRESSURE TREATED STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. (E) EXISTING RAD RADIUS SITEWORK NOTES: EA EACH RD ROOF DRAIN 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE EJ EXPANSION JOINT REINF REINFORCED/REINFORCING .4••■ ELEC ELECTRIC/ELECTRICAL REQ'D REQUIRED atS b. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, 1 . ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. EL ELEVATION RM ROOM `4■// SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. EQ EQUAL RIW RIGHT OF WAY CU 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF EW EACH WAY SCHED SCHEDULE 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S LEGALLY. EXP EXPANSION SECT SECTION ea EXTERIOR SF SQUARE FOOT I, SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND FD FLOOR DRAIN SIM SIMILAR 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL ADJACENT BUILDINGS. FIN FINISH SO FT SQUARE FOOT FIN FLR FINISH FLOOR SS STAINLESS STEEL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH AU. FLR FLOOR STD STANDARD LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY NO NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT FTG FOOTING STL STEEL • COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. BE PLACED IN ANY FILL OR EMBANKMENT. GA GAUGE STRUC STRUCTURAL GALV GALVANIZED TEMP TEMPORARY 9. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE. A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED THE THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE GYP GYPSUM THK THICK WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VAUD CONTRACT DOCUMENT ONLY IF THE TITLE APPLICATION. GB GYPSUM BOARD T.O. TOP OF SHEET IS STAMPED IN RED INK' FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ENGINEER'S SIGNED WET HM HOLLOW METAL TOO TOP OF C HOR HORIZONTAL TOC TOP OF CONCRETE STAMP. 6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE HR HOUR TYP TYPICAL CORNERSTONE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS HT HEIGHT UNO UNLESS NOTED OTHERWISE 10. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING HVAC HEATING VENTILATION AIR CONDITIONING VERT VERTICAL GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. INSUL INSULATION W/ WITH WIN NE Rldem/e7tr� EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR INT INTERIOR WWM WELDED WIRE MESH FAi �� ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. 7 ' ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF alA� '® THE WORK, SHALL BE REMOVED AND SHALL BE CAPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. LEGEND AND SYMBOLS: CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION. 8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR (DATE: 20 OT I CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED 12. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION IN THE SPECIFICATION LANDSCAPE WORK. CHAINLINK FENCE X X X AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD (DRAWN BY: JRF I CONSTRUCTION PRACTICES. CONCRETE NOTES: CEDAR FENCE a 0 o 13. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 1 POWER P P P ( CHECKED BY: Mwo ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION CAST - IN-PLACE TELCO T T T 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES CONCRETE. TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE 2. POWER/TELCO - T/P VP - TIP TIP REVISIONS BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE ATE REPRESENTATIVE SHALL BE SOLE AND ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. DATE DESORPTION INITIAL FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE 3. COAX - COAX COAX COAX - 101o91oe A PRELIM CDS JRF MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE 11 213 107 B REVISED PCOS ORA FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS 'B' AND OVERHEAD POWER OH OH OH OH 10101 D FOR CORSTRUCT OA JRF 15. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH ALL HOOKS SHALL BE STANDARD UNO. THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 4, CENTERLINE - - - THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE p Pry 16. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3IN., - REF ' ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE CONCRETE EXPOSED TO EARTH OR WEATHER: q EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR #6 AND LARGER 2 IN. Q C ' �lr WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL #5 AND SMALLER & WWF 11/2 IN. REVISION BUG 1 - CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND 5, / A CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: o o� 2 CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL SLAB AND WALL 3/4 IN. DETAIL NUMBER 4* o, 0 0 1, VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL BEAMS AND COLUMNS 112IN. ELEVATION VIEW BUG Al � CONTRACT. H0RIIurn1E 17131 6 A 1/? TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE '17. TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR. TOWER FOUNDATION EXPANSION/WEDGE ANCHORS SHALL BE l/8' LARGER IN DIAMETER THAN THE ANCHOR BOLT. DOWEL OR ROD AND SHALL SHEET NUMBER STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING SITE BE MAINTAINED AT ALL TIMES. REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. ELEVATION OTOP EL O - 0 F ' PR77 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD 7 INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED SCROLLS 8 125th OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION ACKNOWLEDGING APPLICATION PROCEDURES. 12655 SW NORTH DAKOTA FOR POWER WITH THE POWER COMPANY. PORTLAND, OR 97223 DETAIL NUMBER 8 O FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE DETAIL BUG SHEET NUMBER 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE LEVEL TO WITHIN * r. SURFACE FLATNESS SHALL BE t 1/16' PER YARD. POWER CONNECTION FROM THE POWER COMPANY. SHEET TITLE 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY AT &TS REQUIRED DATE, THE GENERAL GENERAL NOTES CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS SECTION BUG COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE AT &T REPRESENTATIVE. DETAIL NUMBER SHEET NUMBER SHEET NUMBER G_-1 (E) 2 BUILDING • O 0 _ J W _ PROPERTY LINE 206.1T I.I. I105.18'E -- _ - -- W z 1 SITE ENTRANCE I w I TL# 1S134BC00700 -4--+ 0.81 ACRES ±1 1111111 or Li, N I 35,283.6 S.F. (E) _ AI ASPHALT PARKING 1 = I +I 1 I I I I I I I I I I I I I it - AI 11111111111IIIII1111 _ - I)))) 4-I11 1T1111I11III11IIII 1111111(111+ w - 3 (E) Li _ wI _ BUILDING - w Z - Cl c t111111111111111111I1- _ (E) B UILDING I o - wZ - -_ C 111111111 IIIIIIIII O a - - _ — COFlNEt'1B40NE a z 0 I - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt ® I 1 NUMMI SI. 9UIE�0 MOM AEA57.11I11 I ®1 WA 930/2 FAX 471411.1734 0 I (E) I ® I MALL: cdeguroansavtan I I BUILDING � ' ® I ' �I IT I ® (E) TREE (TYP) Z I ii 11 [ 0 I I DATE: 1 -217-07 I c i r r - , it [I ® I • �`' \� ��` ® 1 �� �� 1 � 9 / DRAWN BY: JRF (E) CEDAR FENCE �1 . - _ — — ® _ _ Z 1 �ifi, _ =_ l�_ii. - 1,.. r 4 i `)�` PROPER p, LINE 205.92' J� 1 . .7-7 L---t.,., ; % I h 1 \ . (CHECKED BY: Mwo C = , -.2 `� N8�.2'28• r• r-Ypl _ � � la \� °_1 ii ❑ ❑ I ` REVISIONS ' DATE DESCRIPTION INITIAL \ I 10109108 A PRELIM CDS JRF =,t 1�' 1129107 B REVISED PG YS BRA ,�` Q A_ + �i• 10101107 0 FOR CONSTRUCTION JRF \,I /� X 1 1 �/ / '5110001C-.- 1 � � �: �11�� ' \li ® /�l `y nf0 PUFF _ / V ] y / /�7 ti1�I \ l y� 7-1 iP /11, 7r: _ (E) CONCRETE CURB (TYP) c.,.. HO INE 4 S , . - - %y�� (E) (9ilwoluvE 12/31X18 . • // BUILDING (E) APARTMENT COMPLEX SITE PR77 SCHOLLS 8 125th • 12655 SW NORTH DAKOTA PORTLAND, OR 97223 PLAN SHEET TITLE ` NORTH SITE PLAN 20'j F 7 IS 20' 4d' SITE PLAN SHEET NUMBER 22x34 SCALE: 1• = 20' -0' 111x17 SCALE: 1' = 40' -0 A 1 i � O • _ _ "'�,�' 0 _ �� 7' ASPHALT PAVEMENT - � . J � �` J ( E) 3' -0• HIGH RETAINING WALL / / J , �r E _ = 6 r ` . . (E) LANDSCAPE BUFFER � W 3 5• I 3 -8• — i _ �_ 5• � _ E CONCRETE SLAB g l - !� COAX `,J' � 3 (E) 24• WIDE ?° 11. 9' -0• HIGH ICEBRIDGE -1-+ W/ (4) 7/8' COAX (E) _ x '� E ��/ /) ` \ �� % �� ASPHALT - r . - - I 0))) (E) UMTS (BELOW) _ ;:' ' `-'' u•: tam (E) - _ �i a BUILDING = R 0,31* = _ W Z / 44IAO w T U ~ �� `. ►n''` Z -- CORNEPI9�ON . V � ENGINEERING. INC. _ Z / a f / W _ 1127+ NEZOTM8T. SLIM PROM 425.487.1732 PROPOSED 18' WIDE, - / w f O (E) TRANSFER BOX W/ EMAIL `it'� 1 , 'i E FAX 425,4137.i734 9'-6• HIGH ICEBRIDGE© _ _ ¢ ¢ U 0 _ '�v� (4) 4.0 CONDUIT (BELOW) W/ (4) 7/8• COAX (N) - LL-/ O p w : ° _ / — '%� S *. (E) 55' -0 MONOPOLE W/ COAX COAX ' — r ' ' -, ' , �t ( 7/8• CO (E) & (6) 7/8• COAX (N) (DATE: 1 -20-07 COAX � _ _ °I, I � ill _ (UTILIZE (E) PORTS FOR (N) COAX) • • .01 ,' (E) VERTICAL 4.0 - (E) 1'x2' PORT � (DRAWN BY: ARP I CONDUIT ON UNISTRUT _ 3' -0 HIGH (TYP) � ` MOUNTING (TYP) _ ' , Y7 �• 'CHECKED BY: Mw0 _ j I REVISIONS I. 1 I DATE - RE DESCRIPTION IIP INITIAL L (E) UTILITY CABINET W/ SERVICE METER _' I x I • , x l I 10/09/06 A PRELIM W9 JRF 8 GEN PLUG , � �`f' 1tz91oT B REVISED PCl79 ERA — . � ► 1� ■= • � , ` _ t0l Ot 107 _ 0 FOR CONSTRUCTION JRF IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII7 — � ► � �- ► � PROF -------,„„..... lk /, I ci., elp 1144.9 oot. . R]EPE1 x T k _. . / %— 1, (E)6' -0•C/LFENCE 4 — i %� 4 � 9 DRO' o � r 1 _ r �� = '� �' � 12/31. (E) TELCO BOX #19706 ,I ' x (E) WOODEN FENCE _ . SITE ' � /' a te V PR77 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Cr ❑ • . ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SCROLLS 8 125th 12655 SW NORTH DAKOTA n PORTLAND, OR 97223 J PLAN SHEET TITLE NORTH COMPOUND PLAN l 3 ' 2' 1' 0 1' 3' 5' SHEET NUMBER COMPOUND PLAN ^ _ 1' 22x34 SCALE: 3/8• = -0• 11x17 SCALE: 1/8• = 1' -0• /`1 c - COAX LENGTH SCHEDULE SECTOR LENGTH # COAX DIAMETER G SECTOR A 90' 6 NEW 1 -5/8' O 1' I , SECTOR B N/A N/A N/A ' (E) ANTENNA MOUNT TO BE REMOVED AND .,,5 SECTOR C N/A N/A N/A TOP OF (E) MONOPLE REPLACED WITH VALMONT UNIVERSAL TOP OF (E) MONOPLE / EL 55' -0' AGL QUAD- BRACKET PART #852361 / EL 55' -0' AGL EXISTING COAX PROPOSED AT&T ANTENNA c< KATHREIN 742 264 PROPOSED TOP OF ANTENNA ARRAY I III (E) TOP OF ANTENNA ARRAY © I� EL 54' -1 1/2' AGL ‘ EL 54' -1 1/2' AGL DIAMETER NUMBER PLACEMENT W I! l .. I INSIDE OF PROPOSED TMA 0 ' ! ' i il _ PROPOSED AND (E) RAD CENTER OF ANTENNA ARRAY �I bi7/8' (16) LPG -21401 (TYP OF 2) EL 5GL f M Et ONOPOLE Ill (E) ANTENNA RING MOUNT TO BE 1- INSIDE OF f I I I REMOVED AND REPCED WH VALMONT I MONOPOLE UNIVERSAL QUAD-BRACKET PART #852361 PROPOSED AT &T ANTENNA 1 I PROPOSED TOP OF ANTENNA ARRAY I E TOP OF ANTENNA ARRAY in ANTENNA PLAN - PROPOSED @ 45'4' KATHREIN 742 264 © KA T 1 EL 4T -1 1/7 AGL 1 1 I I■ EL 4T -1 1/2' AGL 1 I ' ill _ PROPOSED AND (E) RAD CENTER OF ANTENNA ARRA_ _Y /� 111 _ — E RAD CENTER OF ANTENNA ARRAY TO REMAII ANTENNA COUNT e I I EL 45' -0' AGL 'l EL 45' -0' AGL TOTAL: 3 ••I �� P EXISTING: 2 C! I II I Ojf g NEW: 1 e o }� i t N PROPOSED VALMONT CU 1_ 0 ,1, UNIVERSAL QUAD- BRACKET SECTOR A PART #852361 (TYP OF 2), 4)))) / 0111 . SEE Q 1 I VW SECTOR C / ,�` 2'0x13' -0' STD WT 1- I ANTENNA MAST (TYP OF 3) NII (E) GPS ANTENNA (E) GPS ANTENNA I� I� SECTOR B 111•••-• C OHNE R9TOE H (E) 55' -0' MONOPOLE W/ (16) (E) 55' -0' MONOPOLE W/ 7/8' COAX (E) & (6) 7/8' 1 ® 11 iE� 1 �- n - ( ) ( (16) 7/8' COAX (E) COAX (N) (CONTRACTOR IS N AL : G1E cencaradree-gzon 457.1134 ANTENNA PLAN - PROPOSED @ 52' -0" TO UTILIZE (E) 7x24' HAND PORTS) ANTENNA COUNT (E) BUILDING (E) BUILDING TOTAL: 3 (DATE: '��7 I EXISTING: 2 b o NEW: 1 �.1, (E) 24' WIDE, 9'-6' HIGH ICEBRIDGE (E) 24' WIDE, 9'-6' HIGH ICEBRIDGE 1 0111 W/ (4) 7/8' COAX (E) & (2) 7/8' COAX (N) W/ (4) 7/8' COAX (E) IDRAWN BY: JRF SECTOR A I 1 PROPOSED 18' WIDE 'CHECKED BY: MVpp I SECTOR C I 9'-6" HIGH ICEBRIDGE ,� W/ (4) 7/8' COAX (N) © (E) LANDSCAPE BUFFER A ELANDSCAPEBUFFER O REVISIONS DATE DESCRIPTION INRIAI ,O I OR 109 A PRELIM CJl9 JRF 1 8 REVISED PODS ORE 10101 /O] 0 FOR CONSTRUCTION _ JRF .% (E) NOKIA CABINET (BEYOND) (E) NOKIA CABINET (BEYOND) I� I� SECTOR B NII • H (E) WOODEN FENCE (E) WOODEN FENCE y GIVE Ss . , u ' , ' E R • t` i iP ,/ 7 ANTENNA PLAN - EXISTING @ 45' -0" & 52' -0" i , - FINISHED I ■ • , FINISHED / / / ` 1 ANTENNA COUNT �, ; DJACENT GRADE DJACENT GRADER TOTAL: 4 1 EL t3 -0 I EL t3' -0' W . REMAIN: 4 b d I FINISHED GRADE t N. I I FINISHED GRAD iip 12/31/08 REPLACE: 0 ..---• ��� (81 POLE (REF) A POLE (REF) OS EL 0' -0' (ASSUMED) EL 0' -0' (ASSUMED) SECTOR A - SITE SECTOR C , I PR77 .� SCHOLLS 8 125th �K 12655 SW NORTH DAKOTA �v . PORTLAND, OR 97223 I SHEET TITLE I I 1.1 1 I I 1 SOUTH ELEVATION 4 3' 2' 1' 0 4' 8' 4' 3' 2' 1' 0 4' 8' SHEET NUMBER ANTENNA PLAN 3 PROPOSED SOUTH ELEVATION 2 EXISTING SOUTH ELEVATION i A-3 _ 1' 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: 1/4' = -0' 111x17 SCALE: 1/8' = 1' -O 22x34 SCALE: 1/4' = 1' -0' I11x17 SCALE: 1/8' = 1' -0' /`1 • NOTES: 9546* NOTES: TMA IS A WEATHERPROOFED ENCLOSURE RATED TO IP65. C 2. BOND TMA GROUND STUD TO GROUND BAR WITH 6 AWG GROUND WIRE. G 3. PROVIDE SUFFICIENT LENGTH OF JUMPER TO ALLOW FOR PROPER APPLICATION 17 r OF WEATHER PROOFING AT ANTENNA AND TMA CONNECTIONS. 4. IF POSSIBLE, TMA SHALL BE MOUNTED BEHIND ANTENNA TO MINIMIZE WIND LOADING ON O ' ,I STRUCTURE. 5. TMA SHALL BE MOUNTED VERTICALLY. ANTENNA KATHREIN 742265 10 1/4• METAL STRAP J '•' 2 318' OD �I� ...�I SUBCON GALV PIPE MAST ____L - _ TO PROVIDE (TYP) to , JUMPER TO ANTENNA C< N N ` v i .. . `I TMA iiili W / '41 • GROUND SCREW CC Q v ANTENNA MOUNTING PIPE (TYP) GROUND WIRE TO ANTENNA WN (TYP) GROUND BAR (SEE NOTE 2) .a JUMPER TO MAIN COAX V� LT! � l� T �- FRONT VIEW `r' p ' �� 11'4 I FRONT BACK SIDE -1414111 3/8'0 (8x) r ' �# 1 GROUND SCREW M8 3 254" 3 CONNECTOR 7 -16 1 /4 g �4 I KATHREIN ANTENNA: JUMPER TO ANTENNA METAL STRAP CO 5 '16 FEMALE (3x) 2 ,16 I TMA TOP 742 264 Ir SUBCONTRACTOR TMA TO PROVIDE (TYP) 1! 15 LGP -21401 ANTENNA MOUNTING PIPE (TYP) ))) 5 /6 GROUND BAR (S E NOTE ANTENNA ANTENNA MOUNT DETAIL - I I! JUMPER TO MAIN COAX SIDE VIEW 4' EE Y P ? 9J c E . POWERWAVE TMA DETAIL 6 ANTENNA DETAIL 5 TMA MOUNTING DETAIL 4 11201 NEMTH 8T, SURE 210 PHONE 426481.1732 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: 1/7 = 1' -0' J11x17 SCALE: 1/4' = 1' -0• _ 22x34 SCALE: NTS 111x17 SCALE: NTS PAx 7.1791 ICE BRIDGE EXTENSION 7 B• I WHERE APPLICABLE /nPl �\ =___ _\\ O -- DATE: 1-26607 I (E) MONOPOLE \\ ' \ (DRAWN BY JRF %! '., HOT DIPPED GALVANIZED STEEL /I/ � i O GRATING FROM STRUCTURE TO \ \ 111111\\ /J IIII ' ` I Off' ' EQUIPMENT. TO PIPE )// \� \ ��\ ��� ► 1011 \\ 'CHECKED BY: MWo 6 - COLUMNS. 2 HD \ • GZEIPE FOR : :' / R \ \ \ \ \ I /� � ' I 0000 \ / i ' .0/720 0 FOR CONSTRUCTION JRF ' ,..., : ....-, L. ,,,,,, .._' "- , . : L \ . ' DETAIL A p P80,% ;i` ■ • NOTE: c, 3 1/7x950/4" GALV. STL. 7 . . PLATE W/ HOLES FOR 2 -1/2' • II #2 SOLID TINNED GROUND WIRE TO `t/ VA 0 EXP. BOLTS, 1 1/2' GAGE 1 BE CAD WELDED FROM EACH � 1 z SUPPORT COLUMNS TO GROUND VALMONT COAX •• 4 � . BLOCK HANGER "i. RING ITEM OW PART NO DESCRIPTION LENGTH WEIGHT / � 4 9 R 0 � O, / ' • f V 4' - 0' O.C. (TYP) 12 1/70x12' ANCHOR BOLT W/ 2' TY Ports List / 0 1 4 162290 QUAD BRACKET 53.00# ( n W ' O � (• � (E) CONCRETE SLAB OR r L12. , I I 2 12 A 5/8" THREADED ROD SEE B (N) CONCRETE EXPANSION I - 1/70 EXP BOLTS ■ EXPOS URE ABOVE TOP OF PIER �� M 3 24 312122 5/8- FLAT WASHER 0.03# M IN 4' EMBED — �El •• , 4 24 312123 5/8 LOCK WASHER 0.02# SITE V3/16 41111111141114141 TYP 2 PER ICE BRIDGE SUPPORT PIPE 5 24 312501 5/8" HEX NUT 0.12# PR77 SUPPORT FOUNDATION. (RAW EARTH APPLICATION) SCHOLLS & 125th ASSEMBLY MONOPOLE THREADED LENGTH TOTAL 12655 SW NORTH DAKOTA NO. DIA. ROD (A) (B) WEIGHT PORTLAND, OR 97223 162791 12 ° -36" 313168 36' 255.68# L J 162813 36 " -60" 313168 36" 255.68# SHEET TITLE 162814 12 ° -60 8 60° 321.68# CONSTRUCTION DETAILS 31316 COMBO 313168 36" SHEET NUMBER ICEBRIDGE DETAIL 3 VALMONT UNIVERSAL QUAD - BRACKET #852361 1 /k _ �I 22x34 SCALE: NTS 111x17 SCALE: NTS - 22x34 SCALE: 3/4' =1' -0' 111x17 SCALE: 3/8' =1' -0' /"� �t c RF Plumbing Diagram (Planned Site) I Sect A X cingular- RF Data Sheet DBDP SILO PfOm, n 10 Rdeete Indormutlon Weather Proof S s. o 1147/ DaaPond 74/211.6 x X all tan used 6G 'S4. Ns. a 17316 Pension Lave ID IdOr port, R GSM epro ¢r 06.6. 4 � -Any Contact Dab Rona LADS Eq�nam P Pdnm,r¢t Ergnta Got Pitons 2136 3 ® 8492 0 x z 6 TDt41 Equ1prtem tom IOC .a6e 40 GSM BSC PTLUBSCIO 1 a a ' LNUde,(m, mm, u} a 176 13342 .811,64 /1In mlffilon ll , Lagsode, (aa, mm n) .In 1 Ic.ss 9mOw. .....0. U Dam* td•mnat 45.1.36722 Tor... O. 1469.44 Ws./ - 17/0015.4 [NeotenPome. C4ta. W. bb9W. Tea ow a4 Seta l 12655 ASWNORTN DAKOTA Linemen on slit DBDP Cdy T1464 Pita ION WUee Poe a* Rol 243 Cod. 977.4• N9MK Pont Nee X X factor Ba4arC Existing Corlfpuretlon GSM 62 I WATS 1900 GSM 1970 T0615 8/3 LRAM 1920 CSM 830 GSM 1.903 10061850 _ ® a Install Radio Equip. X X 1 1' Number of Means t 1 1 1 I 1 1 1 two � - /Henna Pon Nabl 4060 53.50 63160 56.80 170.970 Ma160 180+180 171.170 a 6 0 4 . Memo Valeta Karam Kerwin Kneen Pavan KaMeal Keenest K26ele7 Marron Arena MINIM 742260 AP W 17- ®21240.60.60 742264 742 264 61 742 264 742 264 742264 Maw 9146 /Pal 080P SUP DBDP 080P MOP MOP 080P D8DP Memo NM 65 65 65 68 65 65 _ 65 65 4...t, 60 60 62 60 210 240 940 240 ,� D acecal Ta 0 6 6 6 0 0 0 0 n n n n w Eli 1 11 1 F 't t' n .MNlinial TA - 0 -1 0 o .1 -1 0 - s e e 4.. u rte' nsv . ma.. .m rsvl 42.. ,..7. REY No Yea No No Yea No No No Menu D07em01ls (W,Lj() 81.103)/53 51s103/5.3 51,105955 51.1091 81.1031,55 3781031755 51,102455 11.909+,55 ADM. MO (104 033 364 983 363 384 983 36,9 363 Pad Cam. (51 46 52 45 52 52 48 45 52 Norse of Feed en 2 2 2 2 2 2 2 2 S 144441 7 m LDF5 7507 10175 11)10 707 , tDF5 7/11 L77F3 718 19175707 LDFS 718' 117175 7/8' Feder Lags 100 90 90 w 50 700 90 W z N umbs of TVA 0 2 0 2 0 D Ma Tfp. time 6781928 -12UB N071 ET819G8 -12140 Nora No10 Ericsson NOKIA .....�J Meese 4 4164 n /t No N0 TO MA GSM Lucent UNITS I toy) NO NO No No NO No NO No 85011800 1800 �/ O .OPA 0 0 850 �.e.W ThX Cool 5 1 5 2 1 6 2 `O 08P( 0em /W104 ) 553/399 581/639 3134/693 508 /150 381/639 159/999 824/693 500/120 Sector BCW A 4.8,10 1))/ Planted Configuration OBDP 094 850 UMTS 1900 0946 1900 T014A 891 GSM 050 [.171192 1900 05120 1500 UNT61900 0961 830 GSM 19W DMA 850 Weather Proof Instal Radio EWgom4 X X Number of Uri - use Number N Menus I I I 1 I I 1 I 1 1 1 Name Pon Mom 66.60 50.10 64.60 51.54 121.120 124.126 114.110 174.176 101.1w 103.100 171.178 ports Memo Vendor Ke0Kamm n Kam KTNNn Kffi1,en 6801141 Memo K40ren KeMD K *DOretn 4BMW 6arreln Mena WON 747764 AP 1.117-9301940-6542‹ 742269 742X4 742264 742264 742264 4P1417A13194265 -01 742264 742264 742264 X X Pam= (9M SUP /Pot DROP SP 0B 51 DP DB MOP DEW MOP SBUP DROP 0006 000P 460 /080,00 HWv 65 65 65 65 65 63 65 65 65 65 M f goo � J /Vm.471 60 60 60 60 130 150 150 210 740 210 240 Y JL�1 B tc0c.1Te 0 6 6 6 0 2 0 0 0 0 0 60dwua(Td1 -1 0 -1 0 0 0 0 0 -I -I 0 NE7 NO Yes NO NO NO NO Yes Yes 110 NO No w 07*aem.15e660046,s(a0ba8(W900 514103.55 51a103055 516703455 518103055 51e 103.5251x 103115 51010.3x53 510103059 510103.55 810109455 511,103 a55 Menu Woott M() 36.9 364 363 363 363 953 364 364 963 969 363 tenor. Rod Cada (I) 85 52 43 52 45 45 72 52 45 45 92 NumM of led en 2 2 2 2 2 2 2 2 2 2 2 . X X E CONNEPR5.TDNE Fe L Fed., Typo D 707 01 F9 .5707 1915 19175742• 1771570 101737/8' 1771757507 101757/0' 1015 1DF5 7/9 LD657/de Na w lNaerNG. INC . Feeds Lag. 100 90 93 O 90 90 103 •D 90 110 90 a Number of TWA 0 2 0 0 0 2 2 0 0 a ❑ Twig.* Nose 171319 GB-12193 Nose Nam None ET819GB -12118 8 - ETB19 120 te 8 NO1e Na Oipum Na NO NO No � X X IODINEZ07HST.®YTEM RIOIE4EM7172t u Mma (9eng/Twe) NO NO No NO NO NO NO NO NO NO NO 0 eaoo 850 Y1111101VBF NU1�l! 1 � FAT[ 0461.1734 141A 0 0 0 T{0( Cautd S 1 3 2 4 2 7 1 6 4 / wh____ a `i' }' '7a BIP I dam /Waal 369/ 339 581/699 364 /69.1 508 /191 557/373 994/683 579/617 991/639 5531339 504/693 500 /121 ,- Site Comments h 6 n n ...a, ., m . .� .m (DATE: 1.2987 Sector Comments 'DRAWN BY: JRF I Sector NOKIA . I OSM Lucont UMTS (CHECKED BY: NM I 850/1900 1000 SedorB Add sectors, two antennas stacking UMTS ells on top, OSM all on bottom, NO MHA for 69 Sector C s.am C REVISIONS COOP DATE DESCRIPTION INTTWL X x Weather PTOOf 10/09/78 A PRELIM COS JOE 811 {1,0 Revision Date R4 ports 1/29(07 B REVISEDPCD9 DR Revised Comments po 10/01/07 0 FOR CONSTRUCTION mF ID lMOs' 4/20/2006 Add sector B la GBG91U0 X X Ion an TI fT 1 _ ' �FF yL+ -4,17 1- - � l _ + 1 �` - o;' ,,G I NEF S X X /* ,4 x x Q Li X9 4' vv. Ov °' +" T T . 450 DPAQUIDUE 12/31500 4 l 1 1 1 SITE 9. 1 t fl 11 fl fl n n PR77 • ,=. ^ a4 ^°' , ° "'" r"° ........ ,'� m SCHOLLS & 125th 12655 SW NORTH DAKOTA PORTLAND, OR 97223 Ericaeon NOKIA SHEET TITLE TOMA GSM Lucent urns RADIO PLAN 850 850/1900 1900 SHEET NUMBER RADIO PLAN I A _ 22x34 SCALE: NTS 111x17 SCALE: NTS _ /`1