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. „. APPROVAL BLOCK RECEIVED .., R ,, JUN 2 0 2008 74 ,, SITE ACQUISTION DATE i P ," / crrir OF 11 CITY OF TIGARD ' A 1 if I; - r e t u f ittIDING DIVISION LAND USE REP. DATE clear ./.., e 2 r. , 4 , Approved Conditionally Approved........t D . see utter to: Fonow.......m. -: i RF ENGINEER DATE .. Site Number: OR-P0R228-A Den* CONSTRUCTION MGR. DATE ,,,.....-=..: ri* -:! ,„:-........... - . ,,OliyA67?M! Daft ,1J;A710z. PRODUCTION LEAD DATE Site Name: WASHINGTON SQUARE #BU87414 OFFICE COPY LANDLORD DATE DRAWING INDEX VICINITY MAP PROJECT INFORMATION SHEET CONTENTS REV " ..•.,,.-,. '.: ' .;-..--..! • ' 1 1 N ,... 0 , i ., i i! ., .•oili , ,...2.7 --:.: SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING NEW CLEARWIRE TO1 TITLE SHEET 5 ! ' II ; (;• - 1 , 1 4* IA , . ,A I j _ _ , ANTENNAS CONSISTING OF (3) PANEL ANTENNAS, (3) SMALL BTS UNITS 1 AND (3) MICROWAVE DISHES ALL MOUNTED ON AN EXISTING STEEL 116 NO1 GENERAL NOTES 4 ' ,, '1,K ,. ..0 ii ,1, ...____ JI ' z.--.!::.., -, .-7. AGL MONOPOLE WITH (1) SITE SUPPORT CABINET ANCHORED TO A OVERALL SITE PLAN : v , 176 (,:, - C & 4 ,, 4 ;3,...,,,,... i , i [ 1 Iiik 11 -- - ,i( .! "- "1„......__..„ - ---:,.., ,,a PREFABRICATED CONCRETE SLAB ON GRADE WITHIN AN EXISTING FENCED CO1 5 COMPOUND ALONG WITH (1) GPS ANTENNA LOCATED AS PER THE PLANS CO2 SITE PLAN & ELEVATION 5 , i , 41 : , t ,,,... ' i '.:•:' \ . b /( ' ll ,, , =k ,:t ,-:j .slital ":".•:\ i 1 ,..: ,J...,:. .-•: SITE ADDRESS: 10185 SW CASCADE AVE 47 CO3 EQUIPMENT DETAILS 4 ci ,.,...,. , A Il .:.. ,, ,'Ig A'k -.6 Sliv•airdir Si ---- - ' "-:' " PORTLAND, OR 97223 C04 ANTENNA DETAILS 5 : °'"4,■ -, , .. • ‘t.,4''.4> -L \,', + 11 ,...... ).- - , -......z... ct ;■ , I _. 'z..-.. . ' i :=::..-k. , .:.$ -;; ii i l ) ,k-i'' TOWER OWNER: CROWN CASTLE 7--"-' . 1--- :'' •' f' ';,V:4n : _'• 1 1 'oat .e.--, -,—-= S1 , ,• . .c . • .,y 8547 154TH AVE NE E01 ELECTRICAL GROUNDING PLAN & DETAILS 5 i " L" ,.., a, , ,e , /\ ''''. 0 , 1 tq umr,r, 3.4, i ''' l i i -.. 1:.. i: ..,:,,,;'', '.---, '‘ ,, , 4. , %.,.A 11,,', ,.. , , ..si . 1 REDMOND, WA 98052 E02 GROUNDING DETAILS & NOTES 5 .,..',,to ot , .. ____ ....‘v ,, air-K!''' ',,, P .. I . _ _ .1i _ .. . / - - i....S.I!Svr- :eel -s - • ut- . 'fi ' !: • — CONTACT: LAURA WHITTEN ', ,li 1 ,.______, ; - ......, ;( 6.J- ,.. - (.: .-,. .;,'. _ .g skj;. '..., \ , A ,. .;p ,,,,,, _, /r.'-'1:444.1:St=... _ . , . 'I . PH: (425) 202-2774 * , [1 '''' '''`'. • ':' ' '" '''' '''', j1 , ) ,,` , ..A7 . ''''''..,‘,, f. 'al , .1 - 17 r --- APPLICANT: CLEARWIRE, LLC 4 , 4 ' II . ,, , :.f.: .' r. ..." , ''::' \ ' ...„ ; ,,, , ,-„ - .-' 11 i., .)---• ', 1 ' / CURRENT ZONE: ___// 1, _ ; , i - JURISDICTION: ...._ ,_. _ CURRENT USE C111' OF TIGARD ,-,_--- MUC - MIXED USED COMMERCIAL 1 s 7 4 TELECOMMUNICATIONS FACILITY S-2 7 ', I 7 7 4 ,e,, s '''..d.'" -- SW Itdri.404 '-‘ 1 \ ' I - : - --r. ..e .,: : , , ,,,, PROJECT; ;,•'. \ , , 0 . • i , .-.......:, ,..:. , ,•, ......• ...„, ..„ ,a ‘; - /,---- • ; ---- ..-v- -- nc .i a '.:. - ,, ,..Sti•t:': ,, \ .),-,-. : ,___ __ —. i , ii :1, g PROPOSED USE TELECOMMUNICATIONS FACILITY S-2 r;:' <.- , I. .q, I, ---„ .. Itr..., '11 .,./ - ''''',..,. ' ; "-t..: , i =,._... -, . • 121 SW SALMON ST PROPERTY OWNER: PORTLAND GENERAL ELECTRIC thr I' . .. ‘,, ,-.--- 1:-.-.--,t, I ' ', " J PROPRIETARY NOTE: " ''''' II 4 \ I; !' , ,.....,, , , PORTLAND, OR 97204 I" '4 11 1 ,r1 i' 1_1, _...._.r....V, I 1 1., THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE, ANY USE OR - .:,_:?„,r_ 1 _. ...2:11...,isw_N.h.„,..s,..-_,,,.....-__....._.:„,..v . . .,,,, , 1 1 B DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLEARWIRE SERVICE IS STRICTLY PROHIBITED. .--. ii. -- ----- ,I I: , I'! i,:„) 11 V :-.7: m.. : . - 11 ' .*"-.. I! PARCEL #: 1S1358800300 SYMBOLS & ABBREVIATIONS UTILITY CONTACTS DRIVING DIRECTIONS: SITE QUALIFICATION PARTICIPANTS POWER COMPANY DEPART PORTLAND INTERNATIONAL AIRPORT ON LONG TERM PARKING (WEST) LONG-TERM PARKING / [N] NEW EXIT TO 1-20. TAKE PARKING EXIT (LEFT) ONTO NE AIRPORT WAY. TAKE RAMP (RIGHT) ONTO 1-205 NAME COMPANY NUMBER PGE [VETERANS MEMORIAL HWY] / 1-84 / PORTLAND / SALEM. AT EXIT 218, TAKE RAMP (RIGHT) ONTO A/E: RICHARD B. HALL A1A PTS (425) 802-1219 [E] EXISTING (503) 464-8000 1-84 [US-30] / US-30 / PORTLAND. TURN LEFT ONTO RAMP 1-5 / SALEM. TAKE RAMP (LEFT) ONTO — - — - — CENTER LINE 1-5 / BEAVERTON / SALEM. AT EXIT 294, TAKE RAMP (RIGHT) ONTO SR-99W [SW BARBUR BLVD] SAC: KARA CAMPBELL POWDER RIVER (509) 547-7983 -....— -- - PROPERTY LINE OR-99W / TIGARD / NEWBERG. TAKE RAMP (RIGHT) ONTO SR-217 [BEAVERTON-T1GARD HWY] OR-217 / BEAVERTON / SUNSET HWY. AT EXIT 5, TURN RIGHT ONTO RAMP GREENBURG RD. / METZGER. TURN CONSTRUCTION: ROB ANGLE POWDER RIVER (503) 269-5866 —X— FENCE LINE LEFT (SOUTH) ONTO SW GREENBURG RD. TURN RIGHT (WEST) ONTO SW CASCADE AVE. ARRIVE 10185 G GROUND WIRE SW CASCADE AVE, PORTLAND, OR 97223 LANDLORD: LAURA WRITTEN CROWN CASTLE (425) 202-2774 — OHP— OVERHEAD POWER At oll new services & grounding trenches, provide "WARNING" tape at 12" below grade. SITE GPS COORDINATES: PERMITTING: DAN DUTTON POWDER RIVER (503) 756-3888 — OHT — OVERHEAD TELCO IC _A._ IF i - Tr - , RF ENGINEER: PIERO ROVANI CLEARWIRE (206) 234-8142 — UGP— UNDERGROUND POWER CONDUIT — UGT — UNDERGROUND TELCO CONDUIT (gc "CALL BEFORE YOU DIG" LATITUDE (NAD 83): 45' 26 48.46" BH ENGINEER: JAMES CHAMBERS CLEARWIRE (812) 760-9195 1/ LONGITUDE (NAD 83): 122* 47' 2.41" EA • 1 PROJECT LEAD: KEVIN MAKI CLEARWIRE (425) 766-6374 A GROUND ELEVATION: 190' UTILITY NOTIFICATION CENTER OF OREGON STATE .. . ;::::::•"7".sEEEEE; ....p. 0 clear vv re® WASHINGTON SQUARE 5 06-17-08 REVISED FINAL CONSTRUCTION DOCUMENTS DOCUMENTS 4 05-20-08 REVISED FINAL CONSTRUCTION 3 05-16-08 REVISED FINAL CONSTRUCTION DOCUMENTS PRO PHD RBH PHD PHD RBH JFO PHD RBH 4 0kED At, OR-P0R228-A 2 05-08-08, FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH k 4 - ' ' • ' ' I :1" “ "i ..'•-•/' TITLE SHEET PACIFIC TELECOM SERVICES, LLC POWD R RIV R 4400 CARILLON POINT 10185 SW CASCADE AVE 1 04-18-08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH ,J, SEA . Development Services, IC LA EE ' A eon ‘ 6 1 ... AvvsJo S.. 3,. 450 KIRKLAND, WA 98033 PORTLAND OR 97223 No. DATE REVISIONS BY CHK APP'D -fi. DRAWING NUMBER REV e OF 0' P,4r...: (206) 342-9000 raw: (206) 915-W3 SCALE: AS SHOWN DESIGNED BY: PHD DRAWN BY: PHD OR —POR228—A— TO1 0 6 5 4 3 2 GENERAL NOTES PROJECT NOTES ELECTRICAL NOTES GROUNDING NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE "INTERNATIONAL REINFORCED CONCRETE: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 1. AN ANTIOXIDANT COMPOUND SHALL BE APPLIED TO ALL BUILDING CODE 2006" AND CITY CODE, SHALL MEET OR R -1. CONCRETE: ALL CONCRETE SHALL BE F'c = 3,000 PSI AT END OF 28 THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE EXTERIOR, ABOVE GRADE, MECHANIC, GROUND CONNECTIONS. OR EXCEED THE STRICTER OF APPLICABLE COUNTY CODES AND REGULATIONS, DAYS AS DETERMINED BY ASTM C31 AND C39 AND SHALL BE STATE AND LOCAL CODES. LATEST EDITIONS. NORMAL WEIGHT. 2. CONTRACTOR SHALL SUPPLY ALL MATERIAL, LABOR AND 2. ALL ELECTRICAL ITEMS SHALL BE UL APPROVED OR LISTED AND EQUIPMENT FOR NOTED. SYSTEM AS INTENDED 2. ANTENNAS, CABINETS AND COAXIAL CABLE SHALL BE PROVIDED BY CLIENT R -2. PREPARATION, TESTING AND PLACING OF CONCRETE AND PROCURED PER SPECIFICATION REQUIREMENTS. CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERY TO AVOID DELAYS. REINFORCEMENT SHALL BE PER ACI -318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION. 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL 3. ALL EXTERNAL GROUND CONDUCTORS SHALL BE #2 AWG, BARE, D 3. DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AREAS AND PROPERTY OF OTHERS, DESCRIBED BY DRAWINGS AND SPECIFICATION, INCLUDING INCIDENTAL SOLID, TINNED COPPER UNLESS OTHERWISE NOTED. • DISTURBED DURING CONSTRUCTION, SHALL BE RETURNED TO THE ORIGINAL R -3. REINFORCING BARS SHALL HAVE A MINIMUM YIELD STRENGTH OF Fy = WORK TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL CONDITION AT THE COMPLETION OF WORK. 60,000 PSI AND SHALL COMPLY WITH ASTM A615. SYSTEM. 4. ALL GROUND CONNECTIONS SHALL BE MADE WITH EXOTHERMIC WELD PROCESS UNLESS OTHERWISE NOTED OR APPROVED. ALL 4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER AND TELEPHONE R -4. PROVIDE MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL OF 3 ". 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS CONNECTIONS SHALL BE MADE AT DESIGNATED LOCATIONS ON UTILITIES AND THE CONSTRUCTION MANAGER TO CONFIRM THE SOURCE OF RESPONSIBLE FOR OBTAINING SAID PERMITS, AND COORDINATION OF THE EQUIPMENT. SERVICE, PRIOR TO INSTALLATION OF CONDUITS. INSPECTIONS. DESIGN: 5. EXACT LOCATION OF GROUND RODS AND GROUND CONNECTION 5. EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM THE D -1. DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHALL RUN IN POINTS SHALL BE DETERMINED IN THE FIELD, ADJUST LOCATIONS • CONCRETE PAD AREA, FILL SITE TO DESIGN ELEVATION W /CLEAN, SANDY SOIL 2006. EMT OR SCHEDULE 40 PVC (AS PERMITTED BY CODE). AS REQUIRED TO KEEP GROUND CONNECTIONS AS SHORT AS COMPACT UNDER CONCRETE PAD TO OBTAIN NOT LESS THAN 95% OF THE POSSIBLE (9" MIN. BEND RADIUS AND 90 DEGREE MAX MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH D -2. EQUIPMENT CABINET LOADING PER CLEARWIRE STANDARD EQUIPMENT. 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO BEND ANGLE). ALL BELOW GRADE GROUNDING SHALL BE ASTM D557. WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL INSPECTED AND APPROVED BY CONSTRUCTION MANAGER PRIOR D -3. DESIGN LOADS: OREGON STATE CONDUITS AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL TO BACKFILLING. 6. REGRADE AROUND PAD AS REQUIRED TO ALLOW MAXIMUM 3" OF PAD A. 100 MPH WIND SPEED, 3 SECOND GUST, CATEGORY 2. IMPORTANCE OR PVC WHERE LOCAL CODES AND SITE CONDITIONS PERMIT. THICKNESS, EXTENDING ABOVE GRADE. FACTOR 1.0, EXPOSURE CATEGORY C. 6. ALL GROUND COMPONENTS SHALL BE INSTALLED WITHIN THE B. ALL OTHER LOAD ARE PER ASCE 7 -02 7. ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW, THWN OR CONFINES OF THE FENCED AREA. ANY METALLIC ITEMS WITHIN 6' 7. ALL WORK SHALL BE DONE SATISFACTORY IN A PROFESSIONAL WORKMANLIKE THIN INSULATION. OF THE GROUND RING SHALL BE BONDED TO THE GROUND MANNER, SUBJECT TO INSPECTION DURING THE CONSTRUCTION AND FINAL STRUCTURAL: RING. GROUNDING REQUIREMENT NOT SHOWN ON PLANS ARE APPROVAL BY THE CONSTRUCTION MANAGER. IL, ICATE, D ERECT ALL STRUCTURAL STEEL IN 8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY WAVE GUIDE HATCH COVER /PLATE, CABLE TRAYS, SUPPORTS, 5 -1. DETA FABR AN ACTLDANCE WITH AISC, SPECIFICATION FOR DESIGN, FABRICATION AND DEMARCATION POINT AND EXISTING METER SOCKET AS LOCATED ON SERVICE PANELS, DISCONNECT SWITCHES HVAC UNITS, ETC. B. ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR ALTERATIONS FROM THE ERECTION OF STRUCTURE STEEL FOR BUILDINGS. THIS DRAWING IN PVC, PROVIDE FULL LENGTH PULL ROPE. THESE ITEMS MUST BE GROUNDED. PLANS AND /OR SPECIFICATIONS SHALL BE APPROVED BY THE CONSTRUCTION COORDINATED INSTALLATION WITH UTILITY COMPANY. MANAGER. S -2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC 7. ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER THAN C SPECIFICATION FOR STRUCTURAL STEEL FOR U PAL R BILDING - 9. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DEMARCATION 18" SHALL BE PROTECTED AND SUPPORTED BY A 3/4" PVC 9. COLOR SELECTION SHALL BE COORDINATED WITH CONSTRUCTION MANAGER. ALLOWABLE STRESS DESIGN AND L PLASTIC R B 9th EDITION. POINT AND EXISTING TELCO CABINET AND CLEARWIRE CABINET AS SCHEDULE 80 CONDUIT SLEEVE MOUNTED WITH CLIC -STRAP INDICATED ON THIS DRAWING IN PVC. PROVIDE FULL LENGTH PULL SUPPORTS FROM 6" BELOW FINISHED GRADE TO 6" FROM FINAL 10. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND BRING S -3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH ASTM A53. TYPE E OR ROPE IN TELCO CONDUIT. CONNECTION. DISCREPANCIES TO THE ATTENTION OF CONSTRUCTION MANAGER. S, GRADE B, Fy = 36KSI. ALL WIDE FLANGE SHAPES SHALL BE ASTM 10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. A992. GRADE 50. ALL STRUCTURAL SHAPES & PLATE SHALL COMPLY 8. ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN, 11. CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY LOCATOR FOR EXACT WITH ASTM A36. PERPENDICULAR TO FINISHED GRADE, SUITABLE PROTECTION LOCATION OF EXISTING UTILITIES, PRIOR TO COMMENCEMENT OF CONSTRUCTION 11. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO APPLY FOR SHALL BE PROVIDED ON END OF RODS TO PREVENT ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PIT, S -4. WELDING: ALL WELDING IS TO BE DONE BY PRE - QUALIFIED WELDERS COMMERCIAL POWER IMMEDIATELY UPON RECEIVING AWARD OF BID. THE MUSHROOMING WITH GROUND DURING INSTALLATION. AS NECESSARY. EXACT LOCATION OF UTILITIES SHOWN ON PLAN ARE HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED TESTING GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL RECEIPTS FROM APPROXIMATE & FOR PLANNING PURPOSES ONL LABORATORY. ALL WELDS ARE TO BE PER A.W.S, CODE, LATEST EDITION THE POWER COMPANY ACKNOWLEDGING APPLICATION FOR POWER AND 9. GROUND CONDUCTORS SHALL NOT COME IN CONTACT WITH THE ALL WELDS SHALL BE 3/16" MINIMUM FILLET WELDS U.O.N. ELECTRODES THOROUGH DOCUMENTATION OF ANY DISCUSSIONS WITH THE POWER COMPANY THEREAFTER. ALSO, THE GENERAL CONTRACTOR SHALL SLAB OR TOWER EXCEPT AS DESIGNATED. 12. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS FOR THIS PROJECT SHALL BE E70XX. RECEIVED IN WRITING FROM THE POWER COMPANY AS TO WHEN THE 10. THE UTILITY NEUTRAL /GROUND BOND IS TO BE MADE IN THE FROM ALL APPLICABLE GOVERNMENT AGENCIES. CONTRACTOR SHALL BE ANTICIPATED POWER CONNECTION WILL BE COMPLETE. IF COMMERCIAL METER OR MAIN DISCONNECT SWITCH, NOT IN ATS. RESPONSIBLE FOR ABIDING BY ALL THE CONDITIONS AND REQUIREMENTS OF S -5. THERE SHALL BE NO FIELD WELDING. POWER IS NOT AVAILABLE BY THE "POWER COMPLETE" DATE AS THE PERMITS. CALLED OUT IN THE SPECIFICATIONS, A GENERATOR SHALL BE 11. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING S -6. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE NON - EXPANSIVE, • SUPPLIED AND MAINTAINED BY THE GENERAL CONTRACTOR UNTIL SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT, 13. TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES NONMETALLIC GROUT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH COMMERCIAL IS OBTAINED, ALL COSTS ASSOCIATED WITH THE CONNECTIONS TO VARIOUS METALS SHALL BE A TYPE AS TO ONLY. OF F 55,,000 00 PSI WHEN N TESTED IN ACCORDDANCE E WITH ITH ASTM ASTM CODE C109. GENERATOR WILL BE MUTUALLY AGREED UPON BETWEEN THE OWNER NOT CAUSE A GALVANIC OR CORROSIVE REACTION AREA SHALL FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL AND GENERAL CONTRACTOR, IN THE EVENT THE GENERAL CONTRACTOR BE REPAINTED FOLLOWING BONDING. 14. CONTRACTOR SHALL VISIT THE PROJECT SITE TO VIEW ALL CONDITIONS PRIOR GROUT SHALL BE POURED. NO DRY -DAMP PACKING. FAILS TO TAKE THE NECESSARY MEASURES AS DESCRIBED HEREIN TO TO SUBMITTING BID. ANY CHANGES DURING CONSTRUCTION DUE TO AN SECURE POWER BY THE POWER COMPLETED DATE, THEN ALL COSTS EXISTING CONDITION, VISUALLY ASCERTAINABLE PRIOR TO SUBMITTING BID, S -7. ANCHOR BOLTS AND ALL - THREAD RODS SHALL COMPLY WITH ASTM ASSOCIATED WITH THE GENERATOR SHALL BE BORNE BY THE CANNOT BE THE BASIS FOR A CHANGE ORDER. A36, UNLESS OTHERWISE NOTED. ALL OTHER BOLTS AND NUTS SHALL CONTRACTOR. B COMPLY WITH TO ASTM A325. ALL BOLTS SHALL BE HOT- DIPPED GALVANIZED. 15. COAT ALL SURFACES WITH NO -OX WHERE DISSIMILAR METALS CONTACT. S -B. ALL EXPOSED STEEL SHALL BE HOT- DIPPED GALVANIZED AFTER 16. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY COAX REELS FROM THE FABRICATION PER ASTM A153 OR Al23. SITE UPON COMPLETION OF THE PROJECT. S -9. APPLY TWO COATS OF ZINC -RICH RUST -OLEUM #2185 PAINT TO ALL FIELD DRILLED HOLES AND CUTS. GRID -GUARD EPDXY #5465 COATING SHALL BE APPLIED TO ALL AREAS WHERE GALVANIZED SURFACES NEED TO BE RECONDITIONED, INCLUDING ALL WELD AREAS. A frir...1 5 06 -17 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH .0.Sisk �I w RV,a �� 0 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH �.•sf.D A R O w re WASHINGTON SQUARE y � f 3 05 -16 -08 REVISED FINAL CONSTRUCTION DOCUMENTS JFO PHD RBH „ a• , •... OR POR228 A 2 05-08-08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH l "k ; ' • t' GENERAL NOTES PACIFIC TELECOM SERVICES, 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH ,■ SEA 2 LLC POWDER RIVER 4400 CARILLON POINT 10185 SW CASCADE AVE q sroe c DRAWING NUMBER I REV see �5 .,. -w s s6". s:o Development Services, LLC K IRKLAND, WA 98033 PORTLAND, OR 97223 NO. DATE REVISIONS 8Y CHK APP'D tE. OF OW(c, JI (206) ! *23&20 r,.: (.06) 633-65t1 SCALE: AS SHOWN 1 DESIGNED BY: PHD DRAWN BY: PHD OR- POR228 -A -N01 0 6 I 5 I 4 i t 3 2 , \ al GAS VALVE SIGN „ LEGEND . \ \ , . • \ , • , . \ \ \ \ , , \ SUBJECT BOUNDARY LINE ADJACENT PARCEL .- '\ \ \ \ 1 . , \ \ \ \ — - — - — - — - — RIGHT-OF-WAY CENTERLINE 1 \ ZONING: MUC - \ \ . . , \ : LINE ' RIGHT-OF-WAY LINE MIXED USE -(.1-).- ....• "" . J \ \ \ \ . , \ 1 COMMERCIAL ...,------- t ■ .,, , . . ADJACENT BOUNDARY .... ',A7-P \ \ \ „ \ \ ••••• \ \ \ \ \ — .— — — — SECTIONAL BREAKDOWN LINE ..--:-..-..--- \ . \ . ' ,, - OVERHEAD POWER LINE \ ...- '''' \ \ 1 \ , ,....''' . % , . BURIED POWER LINE , \ A \ \ .. . • •\ - 1 . - ...- •"" . ■ \ BURIED GAS LINE \ -7._\....--„ r „.. D • . - -,. 5- c , \ \ ,. . , OVERHEAD TELEPHONE LINE . \ l_P \ ; , . , .... 5g.., AZ, \ , \ -----,----- BURIED TELEPHONE LINE \ .... -.. ../.....-'. - LA ,. 7..., \ , 1 \ \ • BURIED WATER LINE \ ._ ,--- - / \ p--k./.L. \ ,' 0 \ . , BURIED SANITARY SEWER \ 4 FTA --" 0 --.- \ - . , . • ::. ....1.'";:, ........ \ \P ' \ , , \ —„ . BURIED STORM DRAIN \ ., ? ...... ..---"'...... -• • ..,,„ -7„ ., •/..`„ e ‘.0 t ,,.. ' t., •cr, . LA , , \ \ . . DITCH LINE/FLOW LINE S*;=, , ... Ni , , . \ • . ,.. 0 \ \ ......:', ;--7 k. ' • \ , •• \ 0 \ , \ ROCK RETAINING WALL \ \ ..- i • ::''.:.' 1E] BUILDING A \. , \ \ VEGETATION LINE • \( 2 ), ''‘ \ , \ 7 \ „ . , , , . 1.t, ViV6. \I • '_//,/ V" 1 1 \ c`-\ \ , \ , \ \ BARBED V/IRE/RE FENCE WI ‘ [E] TANKS \\ . 1 WA , \ „ , \ \ ". , '' / /Y. ' i.:N.) TRANSFORMER -9- FIRE HYDRANT \ ' V,\W' \ . -7-- \,,\ \ [Ej TREES , , , \ \ r..1. LIGHT STANDARD A GA IT VALVE , \ \ „-- ____ ---- 2 11, \ \ T..)..w., \T TA s. (TYP) \ \ , , , , ' ,, , \ , ,, \ • I , POWER VAULT WA TER METER pt, UTILITY BOX Q FIRE STAND PIPE \ C. \ r) i , ' \ • , UTILITY POLE 0 CATCH BASIN, TYPE I \ ....- -, ...,,,N-P \ \ • \ \ \ \ \ \ :---- POLE GUY WIRE T CATCH BASIN. TYPE \ ...- .---- ,._ , , ,r=" - ,A , .:4 7,, ,-, \ ., \ [E] ACCESS DRIVE \ \ ..---"--- ...---- ,„,-- ---- , ., ._■.-:::::\ \ ---------1 v,::...[E] GATE .. ,.. •••••g.•: • ••(: ."'''''.'"4, \ • .% k. S'A'.. .; c • ,,,,V. ., , , , , , , \ , , \ , \ \ . a GAS METER -. , BOLLARD , . ' , s °, • • :'. ..i \ „ \ 71 TELEPHONE VAULT . MAIL BOX \ \ „--- , \ c ---- ..- ...-. „, , ' . , i , k , \ , , . • \ ---"" k" •••' \ \ \ , 1 , (_,..- . '..4, , ., ) --- \ .,..., TELEPHONE RISER ' ■ (______. ..... -- i..--- --• :„,.% - '' ' ,--- -- ',,, ------' 7......*''') \ A , '"'"': - ... r \ "''''''''-. • .1, ,ji ..--- \ „ \ FENCE COMPOUND \ A \ % \ 23 SPOT ELEVATION \ \ . \ LEGEND , \ \ \ . ' ,-- ,- ..."--.3 ,. . .„_ •-•?.,'C:...,..,- ....,,-, \ ...... . ...• , • _. ;1 „( r" e \--- ..• \\•.,- k. - I r. ...„-- CP. ,..., { ....----"-. ---- \ , , \ ■ --_ ......-<„. PROPOSED CLEARWIRE PANEL ANTEN , NAS \ r• ■ qs, ...;...-.-_), .;.;. .,:.--, r."-ff.------ p. PROPOSED U.G. POWER RUN \ -." r & MICROWAVE DISHES MOUNTED ON AN \ \ ,-"6"'-;.• \ / ',, tit : .., i r ' • .,. 0 \ . c -::::: - 116' AGL STEEL MONOPOLE .....- 41 , \ \ ,, • .0' \ \ --;:-.. —_. . i. . DA -'-;-,- ..--- .. , \, ......0.... ' • . \ 1 •• 1 t \ 1 4,•)'3'..1 i /**-- ,,_., kk . .• . \ \ IA'" -4 ,, .--:)'".• S' s • fr %,_ ,,1 , .- \ \ :-, . ,s, —,.., ,,. i \ \ \ ',..-.-:--k c--12, — — r r - -.7‘ ---' -.. ..-----, ---;---- F r'''>, , ,,r • .) ---- v —•• -ikiwc. \ \ '•. ....; \----- •-='-, V , , , \ -,., II_ i II ' - 11 0 \ \ ■ - ,....v. . ,-,,„ ,f .-----.‘.c.:\ ,..--,-. \ ''- \ 0 \ ., s\ ADJACENT PARCEL ° c't:C-i\'‘'. 1,!.7'°'d x — r . r'it ? ____•--''' ZONING: MUC - ":;4"77 ... :c; ' '': ....i. I: .., e' ..-i ' \ \ r'''g'tkr, \\ MIXED USE \ \ \ \,, COMMERCIAL r:" - 0 , ..A. , .. , ,-...L . F"'"'• - • k I ,., _ .,4_. \ i .• ,./.0.,,,,, - Co, ‘`) ' ; ..' -',) `' '''''' ,--- - - • ' '.7" --:.-'..": \ N - , MIXED USE ADJACENT PARCEL - \ -F..z.1 --N. Z. \ - ' k, \ ZONING: MUC - \ . 3 , -■0 A \ f 3 , . ' ...,-..:: . ... \ i :I if .';',4.°,;. ''''. \ : „.1". , ?Th„: ..,- \ ....-.,.ti; ---' 35 SUBJECT PARCEL \- \ "••": i ‘,, \ \ .: 1 , , :`- ., \ \ \ ,.-^ \ , • :" l,27 TS, \ COMMERCIAL ti \ . '‘:: ti ' :: ......--- ZONING: MUC - '.,- r..'... \ ' • -'e ' ,:;•\, \ s ..-, t: 1. .i).•4 '-') _sr : k:e...01i ',.. ' .1 \ "S\":. ii MIXED USE ..... A -, \ ' :',?;* -".. :',..: -'; \ 1 ‘ -,- \ V-, L1% `.,. ,.., • ,C,....----N\ [E] TRANSFORMER 7 ' .•,\=...','''. '''''il \ \ \ \ 1\ \ „-- ." \ \ \\ ,,, \ , -1. I I I. ,, ..... ---C-..:-...--\i>-1'k'1 COMMERCIAL -:\..,--'--:"\''\----- cP, 1, , 0 \ . \ \ \ . , - 4,.. z ...,.. \ \ .' ; \ \ \ ; .------- --'e.: „\----k. \ PROPOSED CLEARWIRE SITE SUPPORT ; .., r, B \ ezi , 5 A " ‘ \ . CABINET ANCHORED ON A PREFABRICATED . V ,-).. ' __, ITH \ SLAB ON GRADE WIN A 7'X7' LEASE I -- \ G \ k \ \ .,. .. , Vt \._,_'- • • \- [E] POWER UTILITIES .,....-- \ \ \ \ ...--' AREA IN AN EXISTING FENCED COMPOUND .....--'" \ ''' ‘ ---• „ - ' ---''S "‘11.p, \ \ \,, ..-•---- '1C .' .---• f.' ''''. ' 0 •;:',.'",',1:, \ ' \ ,.„.... ,,-- v.:\ •-".—\ ----- . _. • . ti • ':: \ -z- — \ .---- ,---- 43.A ,1••••""*":5A1:1:.3:-A.,:, .1` ----...,' M j ..,..(7,, \ s. \ \ •-• \ 1 . CI 1 % cvN 1,' ••'';-- r. 14 -• -----.-..... \ '1 \ 0 ..;,,,.70::%,..”- \ ....„-...\- \ \ \ .■. .„;-...::-.•`" ,--..---, r.., 47 .,-,--....." ,r .---,---;" .4',--, ,....;.4„,- t., l _ ■ \ 0 ' \ \ \ ....---- \ \ \ \ \, „op-A\ \ s „, , 51 V \ \ ".- ^—• ” ‘ .i..1-.,:•,, \ \\. • -- \ — ..---,•• N \ \ \ \ \ o \.... ,J \ IS \ ,,,,,\... ..;.....,..1:,,,A c„. ..! •.4 ,./...4.... N ADJAC PAR ....* • ' V- , \ ..=%--. ............°) ; ' ENT CE ZONING: MUC - ' 1 -,.--- { \ _:...„. MIXED USE GRAPHIC SCALE . \ , \ ('---)7:) /777,' I A COMMERCIAL , .. ' , 70- O s V c E AL R E A 2 L 4 L x3 S 6: 17 ..=3 P o LA ,...0 N „ \ \ \ \ . . ", ■ gall id iri s \ \ \ • \ ,-,-77X\A _,,...1- ..,/ [E] BUILDING 7 -,--//„. ... a r WASHINGTON SQUARE (9 5 06-17-08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH ...p clear \Ai cykED 4/? 4 05-20-08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH .. e 3 05-16-08 REVISED FINAL CONSTRUCTION DOCUMENTS JFO PHD RBH ...... OR-POR228-A 2 05-08-08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH , vv.. , ;ii y ... ;if OVERALL SITE PLAN PACIFIC TELECOM SERVICES, LLC 1 04-18-08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH u -, SEA ." - cos c..;:' sae el.., 1.0..... S.. 3,-,,. POWDER RIVER 4400 CARILLON POINT 10185 SW CASCADE AVE SSO NO. DATE REVISIONS BY CHK APP'D -f/. DRAWING NUMBER REV $.11.. I, S3104 Development Services, LLC KIRKLAND, WA 98033 PORTLAND, OR 97223 0` : MO 342-9 re.: (20S) S03-CSIS 4. OF 0 SCALE: AS SHOWN DESIGNED BY: PHD DRAWN BY: PHD OR—POR228—A—001 0 6 5 4 t 3 2 1 „.---- %- \ r / NOTE: .. 1 TOWER MOUNTED EUOIPMENT - PANEL ANTENNAS, --- — MICROWAVE DISHES, BTS UNITS, MOUNTING HARDWARE E GAT = --/ /' \ L ` SHALL BE PAINTED TO MATCH COLOR OF MONOPOLE J. -F� V [E] CRICKET COMMUNICATIONS % "`E� \: \ ANTENNA ARRAY i' \ TOP OF EXISTING MONOPOLE \ W116.00' AGL I 0 /' \ -' t,' "� / \ \ �\ A , RAD CENTER OF MICROWAVE DISH %' 1 10.00' AGL , PROPOSED CLEARWIRE MICROWAVE DISH \ — ! \ ✓ \ i CHAIN - MOUNTED TO [E!] MONOPOLE \`\ \ Z y `n ' \ I II 11 \ \ \ \, [ T— MOBILE ANTENNA ARRAY \ • 7 . . I 7 _u_ [ "c] T- MOBILE \• ., \ \, \ r' 97.00 AGL If ■f II N II ANTENNA ARRAY ` \ ' \ C T- MOBILE S \ \ ii \ „... '-\ \ \ I; ' :;, PAD 11 PROPOSED CLEARWIRE PANEL ANTENNAS \ + 3 : \ '\ \ & MICROWAVE DISHES MOUNTED ON AN a .) \ `':: '' i _ \ i ,' [E] 116' AGL STEEL MONOPOLE �''' : ;+ RAD CENTER OF PROPOSED CLEARWIRE ' t%:'.'' \ % ':' `\ [E] COAX ANTENNA ARRAY & MICROWAVE DISHES I i I : I . \ 85.00' AGL \ 1 CABLE TRAY , W ri ii \ C CKET :.'•\ \< ' ` \ \ PROPOSED CLEARWIRE ' R ` \. ` ::; SMALL BTS UNITS -- COMUNICATIONS• \ \' '� \ \ %' \ ' \ F PAD J:::.,t \ - • :.`: : , :.: \'' ''. ✓ 'i : "' - - -- -- .: ;:` • • =''.% F, 1 PROPOSED CLEARWIRE PANEL ANTENNAS C I l I F \` -= r ';:::'. \.'N, & MICROWAVE DISHES MOUNTED ON AN \ ; :;. % ' � /l 1 ' !\ J,i'l i ✓ [E] y COAX • ' -"t"-" '` ' ` ; : :r: f's•,t* , ♦ [E 116' AGL STEEL MONOPOLE I I :1 1 y ` I v , 2 \ CABLE TRAY \ <- � ` :5':^r \; f j -., \ , - I, II ,.\ I t i; ,1 ( ) t t rr; "/ / \ \ 1 Oa i iii ; i ���:�� ■. ` i'" I \ k l ! r, _• PROPOSED ` O ��cr' \t-. I J � \ \ 1.:.•. PROPOSED CLEARWIRE MICROWAVE +�I "s. - 1 ' Q 1 ( -- � j i ; t \ GPS ANTENNA I � I , \ \ \ DISH CHAIN- MOUNTED TO [E] t= !11]17 `' I �,~ t \ i I \ , vi p4 / f` \ MONOPOLE yr , t r i 'I PROPOSED w . / \ \ I \ \ ' " r METER & BASE �` e ? ` lj - I;' \ �` ' I ( t ti` / ( j �` l �� \„,,--- :iii. _ ` .j .�� ,\ ., RACK `'. °,qL , I `., ,\ '\ I I �'/ (v \ �, it 1 �� \;.:..:.:.:. -- % \ ; ,`:._,� ir9i`;< f ' -t 1, 1 ` II \I. / / • \ ■ \ \ c t t 6' \ \\ PROPOSED C LEARWIRE ETHERNET & ` I ; I I \ �� -,,‘,1, % \ \ . MONOPOLE 1 ~ 'i _ ?COAX CONDUIT RUNNING WITHIN THE � ' �1 I� \ \' r I ; :` \ - \ c is - ` INTERIOR OF THE EXISTING MONOPOLE U 1 \ ■ F , \ ; �; `Q 1 �' ; ' L — __ \ 4 :1 1/.+ 11 ems -. \ \ i .. 's [E] COAX \ ''L � f = ''r: i i ` — — �I % k' `. `t; ' 1:\ CABLE TRAY ':, �J : ?.: _.. ` ,f — I — •,' I 1 J :' i` - _.'?__.!� .. �r 0 PROPOSED U.G. POWER RUN , \ s, - , - , , ..\ , 1 � .u`.,r, ` � ` �:�J;' ^ t �gi, 5��,� LE, J � t 6' MONOPOLE �, t \ ` \ ; ',, \ PP t : , • \ f ,. / ` 1 / i ' B \ P ROPOSED ETHERNET .Cv - . :I , . / t ? � j5 f It ' - -r i //___„..,--..--:,---,- z= \ \ 4 , ^ , ` : '•, • -, .-1; '� \,f '; PROPOSED l - de COAX CONDUIT RUN y ; \- }! ; ,r . -`' L '\ 1' I % k -t` <' u -; • v, - . ,,, _ . ••• ,- , : • \11:`� `` ' \ . GPS ANTENNA re. e 1 J \ '� a 4. j ,, • i (/ ,., G II < q • �� . , ” , \ I 1 _Ai /� \ -+ �.. \ \ :. ,.. , E A)ip k '' �: \I,.;' I - I ` PROPOSED CLEARWIRE SITE SUPPORT L. -t\ \\ \ ; \ ' : a! F, 1 _ \ • f \ r � a4 X ' \ I�i _ r:• I Y 2."/"...,:. CABINET ANCHORED ON A PREFABRICATED \ — ,;\ > r \ • `` - "..`' ` , \j! '& J x.[E] CAB TRAY c� SLAB ON GRADE WITHIN A 7' X7 LEASE cz \ \ \ \ - \\ ` \ ' i J.: ` • v ; t ^¢ AREA IN AN EXISTING FENCED COMPOUND I �. \ -\•• \ \ s:. , - t-t , ' ' [E] EQUIPMENT "` I ' \ \ ; \ ,, ;; .{ : , �' I \ [E] FENCE •\ '\ 1 ABA NDONED `\ \ \ \'•` \ el --V,.. ':,.. , ' : :: 1 .1 _` 1 \1` h\ .t'jy • I _�r _ _ - 4 '., !.n is r -1,. 1 1 �.:• - J'• PAD \ ` r, \ \ \; \ / �y _ �•.._ _ ; 1��1 ,y ;`... , �, .. �, r' 1 .1 1 : _ _ I ( � ,,, PROPOSED CLEARWIRE SITE SUPPORT \ , . CABINET ANCHORED ON A PREFABRICATED % „ '` ` \, \; .=,_,,,,,. - _ - nr � ° i�t x �� : s: >: ~;. k : `?i8 :, \ \\-_-\\--.- .. �, i ; i,. : ^tr 3�{ E .1Ey.h 3 ]tr 8# h : Y` r3 d4T &` i,� r t'?'` �n 'i i � t it, u�'" �`e reg 'roE:'•; .; } 8 ; :wq `,'Qh. , ?, € ,i5. ,'., , yL,s, ; \, a;' ,di ,dire. i t,` '0: :sFS Pia^.:ti3..,.tort,R, 3-?;:e , , - iit>,s`,3 iN...sssLt#L.'�it��reLeB ..iii :i t.° er aa-l� aS. +a�� S.: wss .�al (y < .. a :y l a � ::,.. SLAB ON GRADE WITHIN A 7'X7' LEASE . •" v� : ;si C °• ti'"Y ' ^ ,. • ''' •y: ` st : v ' q" . ' a , NOW ri i i :• . t .VA.\ �V vy . • F :8FO:rf: • ?o 4' g ; AREA IN AN :1 :Vgi P : EXISTING FENCED COMPOUND e § 2 ' ti I v j� '1 ``a ., +� s $ L l ` '\ \ \� • •t �fi 7�� '), e'�'22/a5 ?�.ti `r `r t k 3i:4• :fkx ;#�lih �t b t# 'o� 6aa <. rya �' a'` �ktih J ' . \ \ \ % " .— /J - % RACK T , i\ N 0.00' AGL ' (190.00 AMSL) • , GRAPHIC SCALE SITE ,� ' ' ' ' 024X36 SCALE: 3% ° =1' -0" O WEST ELEVATION A loommimi mil 11X17 SCALE: 3/16 " =1' -0" 24X36 SCALE: 1/8 " =1' —O" 11X17 SCALE: 1/16 " =1' —O ;:::::*.mmirm"Siiiiii; 5 06 -17 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH — I ^ n 4 e® 4 05 -20 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH �+ WASHINGTON SQUARE 3 05 -16 -08 REVISED FINAL CONSTRUCTION DOCUMENTS JFO PHD RBH c; 21cRED At OR- POR228 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH a: • >' � ' ' � 9 SITE PLAN & ELEVATION PACIFIC TELECOM SERVICES, 1 04 -16 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH r 2 LLC 4400 CARILLON POINT 10185 SW CASCADE AVE '` vAs 6 DRAWING NUMBER REV 56e , �im:i�'N•.'s5 0:' e52 POWDER RIVER KIRKLAND, WA 98033 PORTLAND, OR 97223 NO. DATE REVISIONS BY CHIC APP'D "V1 O gyk. 1 (:‘ 1.2-31x0 Lac {2061 935 -8515 Development Services, LLC SCALE: AS SHOWN DESIGNED BY: PHD DRAWN BY: PHD OR— POR228 —A— CO2 0 6 5 4 1111 3 2 CONCRETE NOTES: #4 ®8" EACH • : 1. UNLESS OTHERWISE NOTED ALL CONCRETE SHALL WAY D.C. l 3 DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH \ 5" 3' OF 6000 PSI. y CONCRETE SLAB / 2. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO 1 ate, : T \ EXPANSION BOLTS INTO 110Y4" BE TOOLED EDGE, UNLESS OTHRWISE NOTED. 1 CONCRETE SLAB (TYP. OF 4 - - _SSC 3. • CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER MIN INSIDE THE CABINET) TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS . ! 1 b I l_ 1 _Iri / GPS ANTENNA •'. AND RECESSES. j j l a I 1; ( (N) CLEARWIRE D 4 . CONTRACTOR SHALL VERIFY ALL SIZES AND 117 .- "-1- 1 -. 1 ', i \ SITE SUPPORT CABINET LOCATIONS OF ALL ELECTRICAL OPENINGS AND .- DISTRIBUTION PANEL 1 \ \ °v / - CABINS MOUNTING FLANGE -"'-'• ( �✓ � a , \ — �. II I� " , - EQUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND i 1 I L- EQUIPMENT DETAIL AND SHOP DRAWINGS. IT SHALL BE \ , - � - °D THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE . ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION STRUCTURAL NOT / ' :__,,,,,,,'`'.=‘;'-',-, s `• 1E > _ FOR ALL UTILI TIES. 1 . CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc -6000 psi - T I •_ , J n `•, U w 2. REBAR: ASTM A -615 GRADE 60 • -.. r - \\ O N �' - BATTERY INFORMATION: 3. MESH: ASTM A -185 GRADE 65 ± 1 • �j I R 4. DESIGN: AC1-318-02 BUILDING CODE I •v ` ' I o LONG DURATION SERIES -TEL 12 -70 3/4" EDGE ' ° It \ U 1. FLAM E- ARRESTING ONE -WAY PRESSURE - RELIEF CHAMFER I ° „ ' ' ° I � VENT FOR SAFET( AND LONG LIFE. 7" THK PRECAST CONCRETE SLAB (TYP) I ° I 1 0 •' ll f ` \ 2. THERMALLY WELDED CASE- TOOCOVER BOND TO ENSURE A LEAK -PROOF SEAL. I ; I I POWER RECEPTACAL ° n I 3. FLAME - RETARDANT POLYPROPYLENE CASE AND #4 ®8" O.C. EACH WAY \ I ° ° COVER COMPLIANT WITH UL94 V -0 WITH AN OXYGEN "'" -- LIMITING INDEX OF GREATER THAN 28. ti - 4„ - - 2 "0 SCH. 40 PVC HVAC UNIT 4. COMPLIES WITH UL 1778, 924, 1989 AND 94 V -0. PROPOSED PRECAST 5. UL- RECOGNIZED COMPONENT. GRADE �;pto _ CONCRETE SLAB ow POWER CONDUIT 8 TEL 12-70 SPECIFICATIONS: 6. NOT RESTRICTED FOR SURFACE —I i TRANSPORT - CLASSIFIED AS NON - HAZARDOUS MATERIAL i - �' =1I (SEE 2/CO2) AS v TEL 12 -70 SPECIFICATIONS: RELATED TO DOT -CFR TITLE 49 PARTS 171 -189. - 111 - 111_111- tii- 1II_11L_II1 -III- I1 -41i -1 - CELLS PER UNIT = 6 11 =11 1 -._.- 1 111 ,1 =1 h I I L. -11 i� I I--N I -I ;1__I ! I .I C VOLTAGE PER UNIT = 12.84 6" OF ±1)'" MINUS CRUSHED WEIGHT = 55 LBS ROCK (95% COMPACTED) UNDISTURBED EARTH ELECTROLYTE = ABSORBED H2SO4 / SG = 1.300 EQUIPMENT PLAN CONCRETE SLAB VOLUME: 8.02" X 10.17" X 6.65" = 542.40 cu in 0 Q2 CABINET MOUNTING DETAIL MAX = 4 SCALE 24x36: 3/4 " =1' -0" SCALE 24x36: 3/4 " =1' -0" ()CABINET N.T.S. SCALE 11x17: 3/8 " =1' -0" SCALE 11x17: 3/8 " =1' -0" \ `, \ \ 1- GPS \ 1GPS ANTENNA \ z GPS ANTENNA \ \ ! �- \ \ GPS S � SITE SUPPORT CABINET SITE SUPPORT ISTRIBUTION PANE- SITE SUPPORT CABINET SITE SUPPORT CABINET CABINET RECEPyCAL DISTRIBUTION PANEL I /‘, N ELECTRICAL POWER RECEPTACLE vn \ PANEL \ / , ACCESS DOOR ° ACCESS DOOR \ B 1--. \ • - 2" DIA SCH. 40 PVC N 2" DIA SCH. 40 PVC ^ ii DIA SCH. CONDUIT PVC . 1 PO WER CONDUIT 1 POW CON DUIT - n - j > - p o TELCO BOX N = f TELC BOX iv _ =_ HVAC UNIT ^ B N �� HVAC UNIT I w -1 IN ~ 2" DIA SCH. 40 PVC 2" DIA SCH. 40 \ , PVC C TELCO TELCO CONDUIT CONDUIT = ° __ ^ _ :, [PRECASTCONCRETE — \ PRECAST \ [PRECAST CONCRETE \ PRECAST CONCRETE \ o __ CONCRLAB c SLAB (SEE 2/CO3) ID 4 ' lo , (SEE 2/CO3) \ \ \ \ — /' s n \ ■ r a • iii- rI! iii. \ ii - \_ I I ii- _ _ - I - 1-= I I - I - — 1� = .1 = 11 =1 I I - - , ; , :- I I -1 1 =! I ._ I 1 =1 I I , -._, ,__ _ � _ _ , - -, I1 ! 1 = 11' � __ _ , - - __ - = 1 i I I_ ; -. I 1 - _ ; I ; _: -,_ _ = 1 - I�. _ - i - I i - 11 I I i I 1 I 1 =1 I I -� I I - I -1 ' j= -1 ! I -1 I I .. 11-1 I 1 - 1 I ? - 1 I ! - 1 = 1 � 1 - 1 I I- -1 I 1 -11 - - ; I I ; —_I I — I II -1 I I ; . � ... --I — 11 I _ ; ; I I ! _ —11 I__1 I I - ! 1 -1 I I� 1 11- 111- 1117=1 1 i - 11 , � I i I- ® CABINET ELEVATION (LEFT) O CABINET ELEVATION (BACK) © CABINET ELEVATION (RIGHT) O CABINET ELEVATION (FRONT) A SCALE 24X36: 1 " =1' -0" SCALE 24X36: 1 " =1' -0" SCALE 24X36: 1 " =1' - 0" SCALE 24X36: 1 " 1' -0" SCALE 11X17: 1/2 " =1' -0" SCALE 11X17: 1/2 " =1' -0" SCALE 11X17: 1/2 " =1' - 0" SCALE 11X17: 1/2 " =1' -0" 5 06 -17 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH ��r NA/ r WASHINGTON SQUARE QE AR ® 4 05 -20 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH � S� Cy 4101g4h1 (V� 3 05 -16 -08 REVISED FINAL CONSTRUCTION DOCUMENTS JFO PHD RBH i . , / 0 R- POR228 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RB * '''` i' %� EQUIPMENT DETAILS PACIFIC TELECOM SERVICES, 1 04 - 18 - 08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH 01 SEA • 2 LLC 4400 CARILLON POINT 10185 SW CASCADE AVE s 1008 V� DRAWING NUMBER REV �,, w.. 05104 Development Services, LLC P 0 W D E R RIVER K IRKLAND, WA 98033 PORTLAND OR 97223 NO. DATE REVISIONS BY CHK APP'D lE' OF O AF. , (2 .) 1.1.9:40 Fan (VW 913-.513 SCALE: AS SHOWN I DESIGNED BY: PHD DRAWN BY: PHD OR- POR228 -A- CO3 0 6 5 4 A 3 2 , — (o" R R MANUFACTURER: KATHREIN PART # 84 010057 & 58 6.12" LENGTH 45.3 CLEARWIRE ANTENNA INFORMATION 2' -0" EXCAVATION WIDTH: 6 .1 " WARNING TAPE DEPTH 2. SECTOR ANTENNA BAND # AZIMUTH MODEL OTY. DOWNTILT RACE R WEIGH 1 3.6 LBS A RED 1 80' KATHEREIN 1 0 85.00' / \ / \/. /\/<':.:•',.,,:,:'-1.'..':.7t\/\ / \ / \ /\�' _•��"III B BLUE 2 18O KATHERf]N 1 0 80.00' \ / � \ �\ / y � �\ / �\ / � \ / � \ - C WHRE 3 300' KATHEREJN 1 0 85.00' \ %� \ /Z /� � /K • . ^ /� /� \ / \ \ / \ � \/ _ / 6.1' 2.7' D . 2' MW 23 OH: MD RADIOWAVE t 0 85.00' / /-. \� : R ' . '` . : . ''' " ; • r ' ` y) . > �" MANUFACTURER: TRIMBLE M 23 G H: T R ADIOWAVE 1 0 / \�• /\� / �: , .....1'.;:,.,;,- . ; ,. ..'!,'j\, ' :r/\ I1 d z' Mw ss.00' PART i! ACUTIME 2000 u GH: Tao RADIOWAVE t 0 \�° \�\ '.`•',' ' . •y�fi \� LENGTH: 5" z' MW no.00' / /�'> �..:;,;:;•r - , - .: � � / UNEXCAVATED GPS ANTENNA LOCATION OPTIONS: 0) EQUIPMENT CABINET; (2) ANTENNA MAST; (3) M- FRAME; FIELD VERIFY \r / . \' AREA WIDTH: 6.12" \ � j\ � / .'p:' '` % ' +` ` '\ � \ WEIGHT: 12.8 OZ • LABEL MARKINGS SHALL BE PLACED AT: / . 1. WITHIN 12" OF CABLE AT BOTH ENDS /�� /� 4 , . • \ COMPACTED FILL PER • 2. AT /NEAR TOWER MOB \ \ UTILITY CO. REQ. 3. EITHER PRIOR TO ENTRY INTO THE CABINET FOR A CABLE SUPPORT BRIDGE 3 OR 4" SCHED. r / /� \// . • COORDINATE BACKHAUL INSTALLATION WITH FINAL ENGS COMPACTED SAND 40 PVC CONDUIT O . ANT NOT INFORSCALM O CON NOT TRESCALE DETAIL t G NOT S ECSCALEION r � ' I O ANTNOT SPECIFICA SCALE TION 2' –t" MANUFACTURER: RADIOWAVE I. . ANTENNA MOUNTING PART # HP2 -23 i BRACKET DIAMETER: 24" DEPTH: 8.2" / l l OFFSET: 12.2" e ,"3 C I WEIGHT: 27 LBS Q — __ __ 3" 0.D. to41/2 "O. D. MOUNTING PIPE ' P 111111 111 , MI MOUNTING = \°, HARDWARE BY DISH MANUFACTURER ANTENNA MOUNTING HARDWARE BY ANTENNA I I I T –ARM A BRACKET MANUFACTURER I SSEMBLY • I I , I i i o STANDOFF ARM , .li .. I. 1, I �vI I i iii I ANTENNA �I ' ! –�� —�' "�� o --'— MICROWAVE SPECIFICATIONS 1' -0" � MI „= I I I , VP O 5 NOT TO SCALE -- _.1- I I A� '4 MOUNTING PIPE B Z i I --4:. j I 77 II T� i _ 5" it" MANUFACTURER: NEXTNET a. COAX JUMPER FROM r f PART # B TS -2500 h L_� I i'� ��/ \ � LENGTH: 1 9 .3" ANTENNA TO BTS BTS I WIDTH: 11 DEPTH: 5. • I � u �i W EIGHT : 35 LBS I j MICROWAVE DISH r ..7_, e i I �i • . 4,. TEEL MONOPOLE I ETHERNET CABLE I ,I , �V � 1E1 S j FROM BTS TO t GROUND CABINET I� I A I * * H J II kil . / I o A I ANTENNA NOT TO MOUNTING DETAIL © BTS NOT TO SCALE ANTENNA MOUNTING DETAIL 1 � � 5 06 -17 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RB cl I A � � ° Q 4 05 -20 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH t�� ear WASHINGTON SQUARE 3 05 -16 -08 REVISED FINAL CONSTRUCTION DOCUMENTS JFO PHD RBH A ,,,:• OR- POR228 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH ��J%! / : " ,� ANTENNA DETAILS ....p. PACIFIC TELECOM SERVICES, LLC 4 400 CARILLON POINT 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH ' ' ,fad 50� 8 WA p 4 566 , 1:1 Armn. S., 3,4 550 POWDER RIVER 10185 SW CASCADE AVE NO. DATE REVISIONS BY CHK APP'D 9l � �V - DRAWING NUMBER REV s.mn., WC 96104 Development Services, LLC KIRKLAND, WA 98033 PORTLAND, OR 97223 - F OF 0 (.011 5u -axo r,.: 1011 vs5 -e516 SCAL AS SHOWN I D ESIGNED BY: PHD D RAWN BY: P HD OR— POR228 —A —004 0 6 1 5 1 4 1 3 2 (E) GRADE TEST WELL (6" OR 8" PVC) UTILITY- 120/240V ELECTRICALNOTES: TEST LOOP 12" MAX. WITH HAND REMOVABLE 1- PHASE, 3W 1. SERVICE POWER TO EQUIPMENT CABINET SHALL BE 120/240VAC, -WW Ind • BELOW GRADE COVER 40A SINGLE PHASE. ��./ ' . -.. ./���/-,� ,--7i io w - INISHED GRADE 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY S o COMPACTED la o 3 o m w , • � BEFORE START OF CONSTRUCTION. POWER AND • 0 wO j FILL Ta P ��� _ 1 Lc � • ∎ v. • . '_ _ I �I�IVP (3)-#3 IN �. e. � � 7 4. • 2" CONDUIT TELEPHONE CONDUIT SHALL BE PROVIDED BY CONTRACTOR AND . 'WI _ �• �. oe k _ __ �c INSTALLED - II N. — P ER UTILITY REQUIREMENTS AND STANDARDS. 11= 111 =1I1= 111 -111 _ 111 — I 111 = 11 = 111 HET- 1I D m • I Li -1 11 — I l I e l I III - 111 1' 1 =11 - 1 11 HEM III M 100A METER (BY 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY GROUND ROD COPPER p o 0 - III - III -I I 1 =1 I 1 = III —I I 1 III -I '' (E) OR (N) COMPOUND a WITH THE MOST RECENT APPLICABLE N.E.C., UTILITY COMPANY AND CLAD STEEL 5/8"0x10'-0" # AWG BCW SOLID = r GRAVEL CONTRACTOR) LOCAL CODE TINNED BARE COPPER ? 3 I 3 IN REQUIREMENTS. LONG, 10' O.0 (TYP.) 3 M 'a ( 3)- -k: GROUND RING o w() I i w 1 - #4 GND 2" CONDUIT o m = - a u 4. LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, _ - o--- o- - -o - o- GENERATOR 1 POWER & GENERATOR 2 POWER. LPRs SHALL -- — -- - c c c- I CADWELD _ _ • t -40A CIRCUIT BREAKER BE LOCATED WITHIN NEMA 3R JUNCTION BOX. LPRs SHOULD CONNECTION GROUND CONDUCTOR 1 ' — „ I h 1 i = 1 1 1 - - 1 1 I OMPACTED �40A BE FUSED TO ELIMINATE THE RISK OF A LPR FAULT /FAILURE A I #2 SOLID TINNED BARE FILL OR UNDISTURBED - ° CAUSING THE MAIN POWER FUSES TO TRIP. COPPER - EARTH (PER LOCAL SITE CONDITIONS l i 5/8"O BY 10' LONG GROUNDING ROD DETAIL GROUNDING ROD AT 3 - #3 + - O N.T.S. 10' O.C.(SEE GROUNDING PLAN) 1 - #3 GND IN 2” CONDUIT ©TEST WELL & GROUND RING DETAILS N.T.S. 40A 120/240V, 1- PHASE, C 3W DISTRIBUTION PANEL W/ INTEGRATED MANUAL TRANSFER - - -a - - SWITCH AND A/C POWER NSS I- ._- (PROVIDED WITH OUTDOOR POWER r LEGENDS: CABINET) _,__ y __A_,_ y __ _� (N) GROUND ROD 3" O.D. GALVANIZED (N) PIGTAIL FROM GROUND 1 `- (TYP OF 2) ® (N) 100 AMP, STEEL POST AND BAR IN TELCO BOX GROUND i /// GROUND ROD 120/240V CAP (6' HIGH) (NP.) RING. USE CLEARWIRE I Q 1-PHASE ELEC. MECHANICAL CONNECTION ON I 1 METER TEST WELL L _' __ °__ I (N) PIGTAIL FROM (N) GROUND CO �' 1' , ‘1 BAR IN TELCO BOX TO (N) O (N) MECHANICAL 1 I GROUND RING • MECHANICAL CONNECTION CONNECTION FROM i - d (DOUBLE HOLE LUG) BREAKER BOX TO THE I 0 SINGLE LINE DIAGRAM TELCO BOX AND TO THE GB IN TELCO BOX. USE # 1 S PARALLEL (NO THRU ON WIRE MO LD C ONNECTION N.T.S. <• CADWELD CROWN SITES) 2 TINNED COPPER IN . LIQUIDTITE CONDUIT I d N) CLEARWIRE GROUND RING (CONNECTED TO (E) TOWER G GROUNDING CONDUIT 11, 1 ,I, GROUND RING IN (2) PLACES B (N) INTERNAL SITE 1 I (N) DISCONNECT SUPPORT TELCO © /� BOX GROUND BAR ) ® TRENCH (N) ELECTRIC CONDUCTORS z V IN 2" SCH. 40 PVC o (N) I NTERNAL SITE '�e---- e--- e--- c--- e- - -e — .F GRADE CONDUIT C-) SUPPORT CABINET \v \� N (SSC) GROUND BAR 1 , \ j \ /j >•. \i\/\ fiNISHED GRADE UNDISTURBED SOIL I H- CD \ \ / � UTI LITY WARNING .9.„)::.i...- "' 1 \ J -. 7 \\O ° o TAPE •• 1 . \ / /,/ / / j \ \ , / COMPACTED SELECT ROCK, \ SCHEDULE 40 PVC \ % \ ` FREE BACKFILL (SUITABLE i 12" FOR ELECTRIC AND ON SITE MATERIAL) OR SAND (N) TEST WELL. TELEPHONE CONDUITS 6 6 ON SITE GRAVEL LIONS DEPENDING Aft SEE NOTES ° O EQUIPMENT GROUNDING PLAN (SCHEMATIC) °CONDUIT TRENCH DETAIL O OPTIONAL METER AND TELCO BOX DETAIL A N.T.S. N.T.S. N.T.S. �� 5 06 -17 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH .A.p. c i w ar ® r Q 4 05 -20 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH �1 �aE0 AR \AI 6i . / 9 WASHINGTON SQUARE 3 05-16 -08 REVISED FINAL CONSTRUCTION DOCUMENTS JFO PHD RBH t.;%4 OR- POR228-A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH a =fi',' w,'Q ELECTRICAL- GROUNDING PACIFIC TELECOM SERVICES, Tam PLAN & DETAILS 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH s SEA ems 2 LLC POWDER RIVER 4400 CARILLON POINT 10185 SW CASCADE AVE • c, DRAWING NUMBER REV see ^i cn i•.... .. s0. 00 Development Services, LLC KIRKLAND, WA 98033 PORTLAND, OR 97223 NO. DATE REVISIONS BY CHK APP'D r F OF 0S .,..: (2,M la -44:0 r,.: !tu'415,3 -85U SCALE: AS SHOWN I DESIGNED BY: PHD DRAWN BY: PHD l OR —POR228—A —EO1 0 6 1 5 1 4 1 3 1 2 I • • . GROUNDING NOTES: CONTRACTOR SHALL CAREFULLY REVIEW GROUNDING NOTES AND (I CONSULT WITH TOWER OWNER FOR SITE SPECIFIC CONDITIONS IF ANTENNA GROUND LOAD 1 f THERE SHOULD BE ANY FURTHER CLARIFICATIONS NEEDED CLEARWIRE GROUNDING LEADS COMING FROM BOTH ANTENNAS AND COAX GROUND KITS SHALL BE DIRECTED TO A DEDICATED COAX GROUND LOAD CLEARWIRE BUSS BARS AND SHALL BE LOCATED UP ON A GIVEN POLE OR TOWER NEAR THE BOTTOM OF ANTENNAS BEING DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE AND / OR ANGLE ADAPTORS (E.G. PIROD / VALMONT GROUNDING BUSS BAR PART NUMBER B2981 [CLEARWIRE CONSTRUCTION MANAGER SHALL CONFIRM BUSS BAR [E] COAX PORT PART PRIOR TO CONTRACTOR PURCHASE OF PART] BEING ANCHORED TO A MOUNTING BRACKET KIT FOR B2372 OR OR OTHER METAL j (i APPENDAGE EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER B1852 OR EQUIVALENT [W /O CHERRY INSULATORS]). I � ` D SECTOR A SECTOR SEC TOR C �( ANCHORING OF CLEARWIRE UPPER BUSS BAR SHALL NOT EMPLOY THE USE OF DRILLING, WELDING OR CUTTING INTO THE EXISTING I I i (1) ANTENNAS (1) ANTENNAS (1) ANTENNAS (1) MICROWAVE DISH POLE OR TOWER (ALL NEW ATTACHMENT BRACKETS SHALL BE CLAMPED OR MECHANICALLY FASTENED TO POLE OR TOWER. II • I PER SECTOR PER SECTOR PER SECTOR PER SECTOR II I I CLEARWIRE ANTENNA AND COAX GROUND LEADS SHALL TERMINATE AT UPPER BUSS BAR W/O INSULATORS AT THE NEAR ANTENNA LOCATION !I WITH LEADS NOT CONTINUING DOWN THE POLE SHAFT OF TOWER LEG (TOWER STRUCTURE SHALL SERVE AS GROUNDING MEDIUM IN ORDER BTS (TYP) ' TO ENSURE THAT ALL EQUIPMENT ON THE TOWER IS ON THE SAME GROUND POTENTIAL MAINTAINING ONE COMMON GROUND PLANE). I II a c. - -f a A SECOND CLEARWIRE BUSS BARS r(j] j STAND OFF INSULATORS (E.G. PIROD / VALMONT GROUNDING BUSS BAR PART I I I III i IL NUMBER 82981 [CLEARWIRE CONSTRUCTION MANAGER SHALL CONFIRM BUSS BAR PART PRIOR TO CONTRACTOR PURCHASE I i , MHA i OF PART] BEING ANCHORED TO A MOUNTING BRACKET KIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL , c , (IF APPLICABLE) ! .! . 1 p CLAMP NUMBER B1852 OR EQUIVALENT [�I STANDOFF CHERRY INSULATORS]) SHALL BE ADDED AT THE BASE OF THE I �' TOWER TO CAPTURE ANY ADDITIONAL TOWER SURFACE LIGHTNING RESIDUAL SHEETING WITH A DEDICATED CLEARWIRE GROUND i LEAD BEING DIRECTED TO GROUND AND ATTACHED TO THE EXISTING TOWER GROUND RING (FINAL LOCATION OF BOTTOM OF y ' �' . ,� . i, - ® f TOWER GROUND BUSS BAR SHALL BE APPROVED BY TOWER REPRESENTATIVE PRIOR TO INSTALLATION). l ,, _ t � I � = " CLEARWIRE GROUND LEAD FROM LOWER CLEARWIRE BUSS BAR SHALL BE NO. 2 OR 2/0 AWG WIRE AND SHALL r Ii ,4-'., ATTACHED TO EXISTING POLE / TOWER GROUND RING WITH PARALLEL THRU WIRE MOLD (E.G. PIROD / VALMONT `, a a c II PART NUMBER 171791 OR EQUIVALENT). ' l c " / BRACKET KIT OR = ® y CLEARWIRE GROUND LEADS MAY NOT BE ATTACHED TO EXISTING GROUND RINGS WITH ANY CONFIGUTION OTHER THAN UNIVERSAL CMP - THE "PARALLEL THRU WIRE MOLD" WITH THE LEAD SWEEPING INTO THE GROUND RING IN THE CONFIGURATION SHOWN ON ° ° ° ° °- -- ,I# ° i 4 ` THE GROUNDING PLAN. GROUND BUSS C IIIlV BA ®ANTENNA CLEARWIRE GROUND LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS AN ESTABLISHED BUSS BARR #29818 IIII W/O ISOLATORS GROUND BUSS BAR POSISTIONED AT THE TOP OF A NONCONDUCTIVE POLE OR STRUCTURE (E.G. WOOD III COAX GROUND UTILITY POLES, PRE —CAST CONCRETE POLES, BUILDINGS, FIBERGLASS STRUCTURES, ETC.) SHALL EMPLOY THE II II USE OF SEPARATE GROUND LEAD CONDUCTORS RUNNING DOWN THE POLE OR STRUCTURE TO A BUSS BAR II WIRE (TYP) AT THE BASE OF THE POLE OR STRUCTURE AND FURTHER RUNNING INTO AN EXISTING GROUND RING. II COAXIAL CABLES (TYP GROUND BAR II II 2 PER ANTENNA) O II II N.T.S. l Ula %\ \4 �— = =a =ams — NOTE: == cram Sao a�a aALL CONNECTIONS TO BE CADWELDED a� fill ANTENNA II'I�� o USE MECHANICAL CONNECTIONS ONLY II G ROUNDING BUSS BAR AND WITH THE WRITTEN APPROVAL OF THE IIII WEATHER SEAL ATTACHMENT KIT WITHOUT CONSTRUCTION MANAGER IIII il INSULATORS BOLTED TO POLE 1111 - - 0 HOISTING GRIP TO BE INSTALLED BELOW IIII \, TOP GROUND KIT. II II �� I9 11 11 3' JUMPER `�� = IIII \ DIN MALES :1,' II IIII . — a ta o B .. ,. m _ ; BTS 4 ., _ =7a ' � � ` i , / GROUNDING KIT INSTALL GROUNDING KIT ABOVE COAX CONDUIT spa , / GROUNDING BUSS BAR AND I o ATTACHMENT KIT 0 BASE MASTER BUSS BAR , � ' ®= OF POLE — W/ ISOLATORS _> m Ii GROUNDING BUSS BAR AND ATTACHMENT KIT CLEAWIRE SITE SUPPORT BOLTED TO TOWER W/ CABINET BUSS BAR ITE SUPPORT CABINET TO GROUND RING STANDOFF INSULATOR #2 SOLID BARE TINNED \ \ ` (SEE TOWER GROUNDING COPPER GROUNDING SCHEMATIC) / # SOLID BARE # SOLID BARE TINNED LEADS. (TYPICAL) 1 • TINNED COPPER COPPER GROUNDING TO GROUND RING GROUND WIRE LEADS (TYPICAL) #2 SOLID BARE TINNED • I r COPPER GROUND RIN _ t I O ANTENNA GROUNDING DIAGRAM O TOWER GROUNDING SCHEMATIC A N.T.S. ��� 5 06 -17 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH .., clear r Q 4 05 -20 -08 REVISED FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH y 1�� D AR Oy� WASHINGTON SQUARE 3 05 -16 -08 REVISED FINAL CONSTRUCTION DOCUMENTS JFO PHD RBH ti •• f PACIFIC TELECOM SERVICES, OR- POR228 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH s %. ?.'' " / . , !- GROUNDING DETAILS & NOTES POWDER RIVER LLC 4400 CARILLON POINT 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH u, 88A sod c REV S.c,!1.. ✓_. 99,9. W '2 10185 SW CASCADE AVE l ' ice n„ c..... s., sm•. aeo Development Services, UC KIRKLAND, WA 98033 PORTLAND, OR 97223 NO. DATE REVISIONS BY CHK APP'D -9,..,, F OF QWQ DRAWING NUMBER 0, r. , c¢ca 000-9009 t., MO9 -esn SCALE: AS SHOWN I DESIGNED BY: PHD DRAWN BY: PHD OR—POR228—A—E02 0 6 I 5 4 1 3 I 2 ,: RECEIVED 138/ �, JUN l 7 ■( E s ERI rr - - OF TIGARD 3UILOING DIVISION June 11, 2008 Mr. Adam Huff B &T Engineering, Inc. Crown Castle USA Inc. 1717 S. Boulder, Suite 300 5350 N. 48 Street, Suite 305 Tulsa, OK 74119 Chandler, AZ 85226 (918) 587 -4630 (480) 734 -2415 ctuttle ©btengineering.com Subject: Structural Analysis Report Carrier Designation: Clearwire Co- Locate Carrier Site Number: OR -POR 228 Carrier Site Name: Progress Crown Castle Designation: Crown Castle BU Number: 874140 Crown Castle Site Name: Progress Crown Castle JDE Job Number: 105057 Engineering Firm Designation: B &T Engineering Project Number: 78875 Site Data: 10185 SW Cascade Avenue, Portland, OR, Washington County Latitude 45 ° -26'- 48.46 ", Longitude - 122 ° -47'- 2.41" 116 Foot — Monopole Dear Mr. Huff, B &T Engineering is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the aforementioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 291007, in accordance with Application 63187, Revision 0. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC1: Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Table I and Table 2 for the proposed and existing /reserved loading. The analysis has been performed in accordance with the TIA/EIA -222 -F standard and the 2007 Oregon structural Specialty Code, based upon a wind speed of 80 mph fastest mile. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at B &T Engineering appreciate the opportunity of providing our continuing professional services to you and Crown Castle USA, Inc. If you have any questions or need further assistan•n this or any other projects please give us a call. 1 ,411111/ do e' Respectfully submitted, Wi' .: 76P Terry Carter, E.I. Chad E. Tuttle, P.E. 0' GON Project Engineer President 13 2C� ENG- FRM- 10034, Rev - (3/22/06) 1 mir =t:or . ,o 5 t. Crown Castle USA, Inc. June 11, 2008 116 Ft Monopole Structural Analysis Report Crown BU No. 874140 B &T Project Number 78875, Application 63187, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 — Proposed Antenna and Cable Information Table 2 — Existing and Reserved Antenna and Cable Information Table 3 — Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 — Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 — Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A RISA Tower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations ENG -FRM- 10034, Rev — (3/22/06) Crown Castle USA, Inc. June 11, 2008 116 Ft Monopole Structural Analysis Report Crown BU No. 874140 B &T Project Number 78875, Application 63187, Revision 0 Page 3 4- 1) INTRODUCTION The subject tower is 100 foot tapered monopole manufactured in 1995 and this tower's height is • extended to 116' in 2006 by Valmont. 2) ANALYSIS CRITERIA Specific code • TIA /EIA -222 -F — 80 mph fastest mile wind speed • 2007 Oregon Structural Specialty Code — 100 mph 3- second gust wind speed The controlling wind loads for this analysis were derived from TIA /EIA -222 -F therefore the tower was analyzed for a fastest mile wind speed of 80 mph with no ice and 69 mph with 1 /2" of radial ice. Table 1 — Proposed Antenna and Cable Information Center ,� . I i .. .: ; Number of . Ant ,, . x , Antenna n -, ° Number of Feed Line Li (' ) Antennas Manufacturer ° ' 'Model - i Mount F ee d L i nes a Si ( 'Elev. ft 110 1 Radiowaves HP2 -23 Pipe Mount 1 1/2 1 3 Kathrein 840 10057 3 Nextnet BTS -2500 7 5/16 (3) T -Arms 85 2 Radiowaves HP2 -23 2 ° 1/2 1 Trimble Acutime 2000 Table 2 — Existing and Reserved Antenna and Cable Information Center - 1 '. 2 ' ; Number of Antenna " Antenna 'Numof Fa-6°146 e' Line .. , _ ... .. r Mou Antennas Manufacturer � Model` . � ` a Fee G ber ees ize (m,) 117 1 Axxcelera AB- Access 115 3 KMW Comm. HB- X- ID- 19- 65 -00T (3) Flush Mounts 6 1 5/8 6 Jaybeam PCSX085 -18 -0 Platform With 100 3 (r) Andrew TMBX- 6516 -R2M 18 7/8 6 (r) Andrew El 5508P78 TMA Rails 85 ** -- -- -- (3) T -Arms -- -- (remove) 55 (r) 3 _ 6 Antel ..... B CF BXA -80063 8 L (3) T -Arms 9 1 5/8 (r)- reserved. *Refer to Cable Routing Drawing in Appendix B for Feedline Placement. ** Designated mounts to be removed. Table 3 — Design Antenna and Cable Information I Center Numb of Antenna I _ 'Antenna i e I N umber of Feed i Lme Mount Elev: (ft) Antennas Manufacturer l Model ' .f, ; ° Feed. Lines Size (in) 11 4.� 115 3 KMW Comm. HB- X- ID- 19- 65 -00T -- -- -- 1 97 12 Decibel DB978S I Platform S -- -- 85 1 Unknown 4' Dish I -- I -- -- 1 75 9 Swedcom SP9014 -DIN 1 Platform -- -- 50 1 Unknown 4' Dish -- -- -- ENG-FRM- 10034, Rev — (3/22/06) Crown Castle USA, Inc. June 11, 2008 116 Ft Monopole Structural Analysis Report Crown BU No. 874140 B &T Project Number 78875, Application 63187, Revision 0 Page 4 3) ANALYSIS PROCEDURE Table 4 — Documents Provided Document Remarks i - Referense. , Source ` . Tower Manufacturing Drawings Valmont Crown Doc ID# 1397363 Crown OTG Crown Doc ID# 1353528 Foundation Drawings Portland General Electric Co. Crown Doc ID# 1354428 Crown OTG Geotech Report Northwest Geotech, Inc. Crown Doc ID# 1353413 Crown OTG Antenna Configuration Crown CAD Package Date: 5/12/08 Crown OTG 3.1) Analysis Method RISA Tower (version 5.1.2.0), a commercially available analysis software package, was used to create a three - dimensional model of the tower and calculate member stresses for various dead, live, wind, and ice load cases. All loads were computed in accordance with the TIA/EIA -222 -F or the local building code requirements. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1. This structural analysis does not include a grouted base plate. 2. Tower and structures were built in accordance with the manufacturer's specifications. 3. The tower and structures have been maintained in accordance with manufacturer's specifications. 4. The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 5. When applicable, transmission cables are considered to be structural components for calculating wind loads, as allowed by TIA/EIA- 222 -F. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and B &T Engineering, Inc. should be allowed to review any new information to determine its effect on the structural integrity of the tower. ENG -FRM- 10034, Rev — (3/22/06) Crown Castle USA, Inc. June 11, 2008 116 Ft Monopole Structural Analysis Report Crown BU No. 874140 B &T Project Number 78875, Application 63187, Revision 0 Page 5 4) ANALYSIS RESULTS Table 5 — Tower Component Stresses vs. Capacity — LC1 Section Capacity Table Section Elevation Component Si.:e Critical P SF*P,,p,,. % Pass No ft Type Element K K Capacity Fail LI 116 - 100 Pole TP14.14x1 1.26x0.188 1 -0 831 439.081 14.2 Pass L2 100 - 51.0833 Pole TP22.94x14.14x0.219 2 -6.026 807.126 81.6 Pass L3 51.0833 - 0 Pole TP31.7x21.797x0.281 3 - 13.965 1477.910 104.2 Acceptable Summary Pole (L3) 104.2 Acceptable RATING = 104.2 Acceptable Individual Components: Notes: Component Elevation % Capacity Pass /Fail 1 Base Plate Base 64.3 Pass 1 Anchor Rods Base 75.6 Pass 1 Base Foundation Base 49.0 Pass Structure Rating (max from all components) = 104.2% *Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity listed. 2) Capacities up to 105% are considered acceptable based on analysis procedures used. 3) The percent capacities shown above (excluding foundations) include the 1/3 increase in allowable stresses as allowed by TIA/EIA- 222 -F. 4.1) Recommendations N/A ENG -FRM- 10034, Rev — (3/22/06) APPENDIX A RISA TOWER OUTPUT ENG- FRM- 10034, Rev — (3/22/06) 116.0 fl illil DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION ° ° o ` m N S . � ' I �1 AB- ACCESS (E) 117 (2) E15S08P78 TMA (R) 100 oi ° Lightning Rod (E) 116 Platform With Rails (E) 97 HB- X- ID- 19- 65 -00T (E) 115 BTS -2500 (P) 85 i I HB- X- ID- 19- 65-00T (E) 115 BTS.2500 (P) 85 HB- X- ID -19- 65-007 (E) 115 BTS -2500 (P) 85 _ 100.0 ft Flush Mount (E) 114 DoublePole Mounts (P) 85 Flush Mount (E) 114 840 10057 (P) 85 I�' Flush Mount (E) 114 840 10057 (P) 85 HP2 -23 (P) 110 Trimble Acutime 2000 (P) 85 I (2) PCSX085 -18-0 (E) 100 840 10057 (P) 85 (2) PCSX085 -18-0 (E) 100 HP2 -23 (P) 85 (2) PCSX085 -18-0 (E) 100 HP2 -23 (P) 85 TMBX - 6516 -R2M (R) 100 (3) T -Arms (R) 55 1 i., TMBX- 6516 -R2M (R) 100 (3) BXA- 80063/8 (R) 55 I 1 I _ TMBX- 6516 -R2M (R) 100 (3) BXA- 80063/8 (R) 55 j 111 .... I � I, . (2) E15SOSP78 TMA (R) 100 (3) BXA- 185060 /12CF (R) 55 MATERIAL STRENGTH 1 l GRADE Fy Fu GRADE ! Fy 1 Fu 1 . A572 -65 65 ksi 80 ksi N T N T N I V ° r N TOWER DESIGN NOTES 1. Tower is located in Washington County, Oregon. 2. Tower designed for a 80 mph basic wind in accordance with the TIA/EIA -222 -F w Standard. 3. Tower is also designed for a 69 mph basic wind with 0.50 in ice. a 4. Deflections are based upon a 50 mph wind. 5. TOWER RATING: 104.2% O / ,.. i 6 51 1 ft VIII. I ° N _ < o N M 1 AXIAL 18 K SHEA MOMENT 12 K r 863 kip ft TORQUE 0 kip-ft 69 mph WIND - 0.500 in ICE AXIAL 14 K /� MOMENT SHEAR \ 975 kip ft 14K l J 0.0 fl o TORQUE 0 kip-ft a REACTIONS - 80 mph WIND y - n p O v N E 2 H 1 r m r7 g B& T Engineering ' 1O6 78875 - Progress, OR (BU# 874140) r a &T . . 1717 S. Boulder, Suite 300 116' Valmont Monopole /App ID:63187; Rev: 0 G 6 Pro � Tulsa, OK 74119 Client Crown Castle USA, Inc. Drawn by: Terry Carter A P". Phone: (918) - 587 -4630 Cone. TIA/EIA -222 -F Date.06 /11/08 scale' NTS FAX: (918)- 295 -0265 Path: Dwg No. E -1 TIA /EIA -222 -F - 80 mph /69 mph 0.500 in Ice Leg Capacity Leg Compression (K) 1500 1000 500 <- Minimum 0 Maximum -> -500 -1000 -1500 116.000 116.000 i i Il i 100.000 100.000 0 W 51 51 083 7 I -- - r I I 0.000 0.000 1500 1000 500 <- Minimum 0 Maximum -> -500 -1000 -1500 Job: B &T Engineering 78875 - Progress, OR (BU# 874140) B8;1 \k 1717 S. Boulder, Suite 300 Project 116' Valmont Monopole /App ID:63187; Rev: 0 Tulsa, OK 74119 client Crown Castle USA, Inc. Drawn by: Terry Carter APP•d. Phone: (918) -587 -4630 code: TIA/EIA -222 -F Data: 06/11/08 scale: NTS FAX: (918)- 295 -0265 Path: Dwg No E_3 TIA /EIA -222 -F - 80 mph /69 mph 0.500 in Ice Maximum Values Vx -Vz Mx Mz Global Mast Shear (K) Global Mast Moment (kip -ft) 0 5 10 15 0 500 1000 116.00. 116.000 100 00. _ _ _ _, , ,- 100 000 I c 0 W _d u.i 51.08 • 51.083 _ _, _ _,____ 7 _ 7 7 1 , r I ‘ 1 , I I I ( ( . 1. I ( ,\ 0.000 , 0.000 0 5 10 15 0 500 1000 B &T Engineering ' °b 78 875 - Progress, OR (BU# 874140) B 4 C 1- \ Y_ 1717 S. Boulder, Suite 300 Pr °�" 116 Valmont Monopole /App ID:63187; Rev: 0 j Tulsa, OK 74119 client: Crown Castle USA, Inc. Drawn by. Terry Carter A P"' arha Phone: (918)- 587 -4630 Code TIA/EIA -222 -F Dare. 06 /11/08 Scale: NTS FAX (918)-295-0265 Path' ,,,r, ,.,. _,»,,.,,,_ .„.,,,,..,.,,,o.,�.,,�.,,,..,,, �.,,,.,n o�.,...m Dwg No. E -4 • TIA /EIA -222 -F - Service - 50 mph Maximum Values Deflection (in) Tilt (deg) Twist (deg) 0 50 0 5 0 0.05 01 116.0.. ( 116 000 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 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 I I I I I I I I I I I I I I I I 100.00. _ 100.000 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 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 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 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 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 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 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 I I I C I I I I I I I I r R I I I I I I I 01 I 51.08 51.083 r i I I I I I I I I I I I I it 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 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 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 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 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 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 I I I I I I I I I I 0.00. I I 1 I I 3.000 0 50 0 5 0 0.05 0.1 .�., B &T Engineering Job 7 8875 - Progress, OR (BU# 874140) B & ' " R\G 1717 S. Boulder, Suite 300 Project: 116' Valmont Monopole /App ID:63187; Rev: 0 Tulsa, OK 74119 Client: Crown Castle USA, Inc. Drawn by: Terry Carter APP'd: Phone: (918)-587-4630 Code: TIA/EIA -222 -F Date: 06 /11/08 scale. NTS FAX: (918)- 295 -0265 Path: ..,,.ne Dag NO E -5 Feedline Distribution Chart 0' -116' Round Flat App In Face _ - App Out Face ._ .. Truss Leg Face A Face B Face C 116.000 116.000 114,000 114 000 I I I I I 100 000 I I 100 000 97.000 97 000 I I I I I I I I I 85 000 85,000 I I I I I I I I I I I I I I I I I I I I I I I ill I V I I I dI CI C I I I NI of • - I 55.000 a I I ___ ____ 55000 t I -( W 51.083 ^ I -m I- I I v I I 51 083 �I i I 3I I I I I aI 5I ( I LL I N I ` I r I I I I ml I I I I I I I ie I I I I I I "I I I I I I v 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 - 5000 _ I I 5.000 I I 0.000 0.000 B &T Engineering '° 78875 - Progress, OR (BU# 874140) B &T �. r t_ 1717 S. Boulder, Suite 300 Project 116' Valmont Monopole /App 1D:63187 Rev: 0 �a Tulsa, OK 74119 client: Crown Castle USA, Inc. Drawn b y' Terry Carter APO Phone: (918) -587 -4630 code: TIA/EIA -222 -F Date: /11/08 Scale' NTS FAX: (918)- 295 -0265 R SA owel" Job Page 78875 - Progress, OR (BU# 874140) 1 of 11 B &T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. FAX: (918) -295 -0265 Terry Carter Tower Input Data There is a pole section. This tower is designed using the TIA /EIA -222 -F standard. The following design criteria apply: Tower is located in Washington County, Oregon. Basic wind speed of 80 mph. Nominal ice thickness of 0.500 in. Ice density of 56 pcf. A wind speed of 69 mph is used in combination with ice. Deflections calculated using a wind speed of 50 mph. A non - linear (P- delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X -Brace Ly Rules Consider Moments - Diagonals 4 Assume Rigid Index Plate 4 Calculate Redundant Bracing Forces Use Moment Magnification - 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios 4 Use Clear Spans For KL /r SR Leg Bolts Resist Compression 4 Use Code Safety Factors - Guys 4 Retension Guys To Initial Tension / All Leg Panels Have Same Allowable Escalate Ice 4 Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz 11 Use Azimuth Dish Coefficients - 4 Consider Feedline Torque Use Special Wind Profile 4 Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity 'I Autocalc Torque Arm Areas ' Poles a � _, Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear - Torsion Interaction 4 Secondary Horizontal Braces Leg - 4 Sort Capacity Reports By Component Always Use Sub - Critical Flow 4 Use Diamond Inner Bracing (4 Sided) 4 Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D +W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in LI 116.000- 100.00 16.000 0 000 12 11.260 14 140 0.188 0 752 A572 -65 0 (65 ksi) L2 100.000- 51.083 48.917 3.917 12 14 140 22.940 0.219 0.876 A572 -65 (65 ksi) L3 51.083 -0.000 55.000 12 21.797 31 700 0.281 1.124 A572 -65 (65 ksi) h RISA Tower Job Page 78875 - Progress, OR (BU# 874140) 2 of 11 B &T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. FAX: (918) - 295 -0265 Terry Carter Tapered Pole Properties Section Tip Dia. Area / r C 1/C J /t /Q w w/t in in in in in in' in' in in L1 11.657 6.703 104.876 3 964 5.833 17.981 212.508 3.299 2 514 13.371 14.639 8.446 209.850 4.995 7.325 28.650 425.213 4.157 3.286 17.477 L2 14.639 9.817 242 827 4.984 7.325 33.153 492.034 4.832 3.203 14.624 23.749 16.022 1055.767 8.134 11.883 88.847 2139.271 7.886 5.561 25 393 L3 23.296 19 468 1150.421 7.703 11 291 101.888 2331.066 9.582 5.089 18.109 32.818 28.429 3581.997 11.248 16.421 218.140 7258.097 13.992 7.743 27.553 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft fr' in in in LI ' 1 1 1 116.000 -100.0 00 L2 1 1 1 100.000 -51.08 3 L3 1 1 1 51.083 -0.000 Feed Line /Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight or Shield Type Number Per Row Spacing Diameter Leg ft in in in klf ** Feed Line /Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAA.4 Weight or Shield Type Number Leg ft ft' /ft klf 1 5/8- outside shielded C No Inside Pole 114.000 - 5.000 5 No Ice 0.000 0.001 (E) 1/2" Ice 0.000 0.001 1 5/8- outside C No CaAa (Out Of 114.000 - 5.000 1 No Ice 0.198 0.001 (E) Face) 1/2" Ice 0.298 0.003 ** 9207 (5/16 B No Inside Pole 85.000 - 5.000 7 No Ice 0.000 0.001 FOEM)- outside shielded 1/2" Ice 0.000 0.001 (P) 1/2- outside shielded B No Inside Pole 85.000 - 5.000 3 No Ice 0.000 0.000 (P) 1/2" Ice 0.000 0.000 ** 7/8 A No Inside Pole 97.000 - 5.000 18 No Ice 0.000 0.001 (E) 1/2" Ice 0.000 0.001 ** 1 5/8 B No Inside Pole 55.000 - 5 000 9 No Ice 0.000 0.001 (R) 1/2" Ice 0.000 0.001 ** RISA l owet` Job Page 78875 - Progress, OR (BU# 874140) 3 of 11 B& T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11 /08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. FAX: (918)- 295 -0265 Terry Carter Feed Line /Linear Appurtenances Section Areas Tower Tower Face AR AF C2A2 CA2 Weight Section Elevation In Face Out Face ft ft ft' fr' ft K L I 116.000 - 100.000 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 2.772 0.087 L2 100.000 - 51.083 A 0.000 0.000 0.000 0.000 0.446 B 0.000 0.000 0.000 0.000 0.300 C 0.000 0.000 0.000 9.686 0.305 L3 51.083 -0.000 A 0.000 0.000 0.000 0.000 0.448 B 0.000 0.000 0.000 0.000 0.788 C 0.000 0.000 0.000 9.124 0.288 Feed Line /Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF C,4A,q C,1A,4 Weight Section Elevation or Thickness In Face Out Face t Le: in Y t t 1 K L 1 116.000 - 100.000 A 0.500 0 000 0.000 0.000 0.000 0.000 B 0.000 0.000 0.000 0.000 0 000 C 0.000 0.000 0.000 4.172 0,109 L2 100.000 - 51.083 A 0.500 0 000 0.000 0.000 0.000 0 446 B 0.000 0.000 0.000 0.000 0.300 C 0.000 0.000 0 000 14.577 0.379 L3 51.083 -0.000 A 0.500 0.000 0.000 0.000 0 000 0.448 B 0.000 0.000 0.000 0 000 0.788 C 0.000 0.000 0.000 13.733 0.357 Feed Line Center of Pressure Section Elevation CP CP2 CP CPz Ice Ice _ft in - in _ in in L I 1 16.000 - 100.000 -0.196 0.113 -0.259 0.150 L2 100 000 - 51.083 -0.228 0.132 -0.310 0.179 L3 51.083 -0.000 -0.211 0.122 -0.297 0.172 Discrete Tower Loads Description Face Offset Offsets: A_imuth Placement CAA C. Weight or Type Hor: Adjustment Front Side Leg Lateral Vert ft ft ft ft2 K ft ft Lightning Rod C None 0.000 116.000 No Ice 0.500 0.500 0.100 (E) 1/2" Ice 0.750 0.750 0.200 Page I�.�S'A7'OWer Job 78875 Pa Progress, OR (BU# 874140) g 4 of 11 B& T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa. OK 741/9 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. Ter Carter FAX: (918) -295 -0265 Terry Description Face Offset Offsets: Azimuth Placement C.,AA CAA Weight or Type Hon' Adjustment Front Side Leg Lateral Vert ft ft ft ft K ft ft ** AB- ACCESS B From Leg 0.000 0.000 117 000 No Ice 1.944 0 622 0.011 (E) 0.000 1/2" Ice 2.143 0 777 0.022 0.000 HB- X- ID- 19- 65 -OOT C From Leg 1.000 0.000 115.000 No Ice 3.094 3.094 0.029 (E) 0.000 1/2" Ice 3.500 3.500 0.056 0.000 HB- X- ID- 19- 65 -00T B From Leg 1.000 0.000 115.000 No Ice 3.094 3.094 0.029 (E) 0.000 1/2" Ice 3.500 3.500 0.056 0.000 HB- X- ID- 19- 65 -00T A From Leg 1.000 0.000 115.000 No Ice 3.094 3.094 0 029 (E) 0.000 1/2" Ice 3.500 3.500 0.056 0.000 Flush Mount C From Leg 0.500 0.000 114.000 No Ice 1.000 1.000 0.100 (E) 0.000 1/2" Ice 2.000 2.000 0.150 0.000 Flush Mount B From Leg 0 500 0.000 114.000 No Ice 1.000 1.000 0.100 (E) 0.000 1/2" Ice 2.000 2.000 0.150 0.000 Flush Mount A From Leg 0.500 0 000 114.000 No Ice 1.000 1 000 0.100 (E) 0.000 1/2" Ice 2.000 2.000 0.150 0.000 ** 840 10057 C From Face 0.000 0.000 85.000 No Ice 2.491 1.327 0.010 (P) 0.000 1/2" Ice 2.807 1.585 0.024 0.000 840 10057 B From Face 0.000 0.000 85.000 No Ice 2.491 1.327 0.010 (P) 0.000 1/2" Ice 2.807 1.585 0.024 0.000 840 10057 A From Face 0.000 0.000 85.000 No Ice 2.491 1.327 0.010 (P) 0.000 1/2" Ice 2.807 1.585 0.024 0.000 Trimble Acutime 2000 A From Face 0.000 0.000 85 000 No Ice 1.000 1.000 0.010 (P) 0.000 1/2" Ice 2.000 2.000 0.015 0.000 BTS -2500 C From Face 0.000 0.000 85.000 No Ice 1.000 0.957 0.035 (P) 0.000 1/2" Ice 2.000 1.119 0.048 0.000 BTS -2500 B From Face 0.000 0.000 85.000 No Ice 1 000 0.957 0.035 (P) 0.000 1/2" Ice 2.000 1.119 0.048 0.000 BTS -2500 A From Face 0.000 0.000 85.000 No Ice 1 000 0.957 0.035 (P) 0.000 1/2" Ice 2.000 1.119 0.048 0.000 DoublePole Mounts C From Leg 0 000 0.000 85.000 No Ice 6.000 6.000 0.300 (P) 0.000 1/2" Ice 8.000 8.000 0.500 0.000 ** (2) PCSX085 -18 -0 C From Face 0.000 0.000 100.000 No Ice 4.205 3.208 0.012 (E) 0.000 1/2" Ice 4.650 3.643 0.035 0.000 (2) PCSX085 -18 -0 B From Face 0.000 0.000 100.000 No Ice 4.205 3.208 0 012 (E) 0.000 1/2" Ice 4.650 3.643 0.035 0.000 (2) PCSX085 -18 -0 A From Face 0.000 0.000 100.000 No Ice 4.205 3.208 0.012 (E) 0.000 1/2" Ice 4.650 3.643 0.035 0.000 RISATower Job Page 78875 - Progress, OR (BU# 874140) 5 of 11 B &T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11 /08 Tulsa. OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. Ter Carter FAX: (918) -295 -0265 Terry Description Face Offset Offsets: Azimuth Placement C C,A Weight or Type Hor= Adjustment Front Side Leg Lateral Vert ft ° ft ft ft K ft ft TMBX - 6516 -R2M C From Face 0.000 0.000 100.000 No Ice 3.961 2.383 0.011 (R) 0.000 1/2" Ice 4.337 2.742 0.033 0.000 TMBX- 6516 -R2M B From Face 0.000 0.000 100.000 No Ice 3.961 2 383 0 011 (R) 0 000 1/2" Ice 4.337 2.742 0.033 0.000 TMBX - 6516 -R2M A From Face 0.000 0.000 100 000 No Ice 3.961 2.383 0.011 (R) 0.000 1/2" Ice 4.337 2.742 0.033 0.000 (2) EISS08P78 TMA C From Face 0.000 0.000 100.000 No Ice 0.000 0.323 0.011 (R) 0.000 1/2" Ice 0.000 0.412 0.016 0.000 (2) E15S08P78 TMA B From Face 0.000 0.000 100.000 No Ice 0.000 0.323 0.011 (R) 0.000 1/2" Ice 0.000 0.412 0.016 0.000 (2) E15S08P78 TMA A From Face 0.000 0.000 100.000 No Ice 0.000 0.323 0.011 (R) 0.000 1/2" Ice 0.000 0.412 0.016 0.000 Platform With Rails C None 0.000 97.000 No Ice 32.000 32.000 2 000 (E) 1/2" Ice 42.000 42.000 2.500 ** ** (3) BXA- 80063/8 C From Face 0 000 0.000 55.000 No Ice 10.669 5.529 0.024 (R) 0.000 1/2" Ice 11.274 6.097 0.077 0.000 (3) BXA- 80063/8 B From Face 0.000 0.000 55.000 No Ice 10.669 5.529 0.024 (R) 0.000 1/2" Ice 11.274 6.097 0.077 0.000 (3) BXA- 185060/12CF A From Face 0.000 0.000 55.000 No Ice 4.771 3.639 0.015 (R) 0.000 1/2" Ice 5.221 4.078 0.042 0.000 (3) T -Arms C None 0.000 55.000 No Ice 21.000 21.000 0.900 (R) 1/2" Ice 24.000 24.000 1.200 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Hon- Adjustment Beam Diameter Area Leg Lateral Width Vert ft ° ft ft fr K HP2 -23 ' C Paraboloid From 0.000 0.000 110.000 2.000 No Ice 3.142 0.027 (P) w /Shroud (HP) Leg 0.000 1/2" Ice 3.409 0.044 0.000 HP2 -23 B Paraboloid From 0.000 0.000 85.000 2.000 No Ice 3 142 0.027 (P) w /Shroud (HP) Leg 0.000 1/2" Ice 3.409 0.044 0.000 HP2 -23 A Paraboloid From 0.000 0.000 85 000 2.000 No Ice 3.142 0.027 (P) w /Shroud (HP) Leg 0.000 1/2" Ice 3.409 0.044 0.000 j( y � j lSA'yower Job Page 78875 - Progress, OR (BU# 874140) 6 of 11 B &T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. FAX: (918) -295 -0265 Terry Carter Load Combinations Comb. Description No. 1 Dead Only 2 Dead +Wind 0 deg - No Ice 3 Dead +Wind 30 deg - No Ice 4 Dead+Wind 60 deg - No Ice 5 Dead +Wind 90 deg - No Ice 6 Dead +Wind 120 deg - No Ice 7 Dead +Wind 150 deg - No Ice 8 Dead +Wind 180 deg - No Ice 9 Dead +Wind 210 deg - No Ice 10 Dead +Wind 240 deg - No Ice 11 Dead +Wind 270 deg - No Ice 12 Dead +Wind 300 deg - No Ice 13 Dead +Wind 330 deg - No Ice 14 Dead +Ice 15 Dead +Wind 0 deg +Ice 16 Dead +Wind 30 deg +Ice 17 Dead +Wind 60 deg +Ice 18 Dead +Wind 90 deg +Ice 19 Dead +Wind 120 deg +Ice 20 Dead +Wind 150 deg +Ice 21 Dead +Wind 180 deg +Ice 22 Dead +Wind 210 deg +Ice 23 Dead +Wind 240 deg +Ice 24 Dead +Wind 270 deg +Ice 25 Dead +Wind 300 deg +lce 26 Dead +Wind 330 deg +Ice 27 Dead +Wind 0 deg - Service 28 Dead +Wind 30 deg - Service 29 Dead +Wind 60 deg - Service 30 Dead +Wind 90 deg - Service 31 Dead +Wind 120 deg - Service 32 Dead +Wind 150 deg - Service 33 Dead +Wind 180 deg - Service 34 Dead +Wind 210 deg - Service 35 Dead +Wind 240 deg - Service 36 Dead +Wind 270 deg - Service 37 Dead +Wind 300 deg - Service 38 Dead +Wind 330 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K lap-ft kip ft L1 116 - 100 Pole Max Tension 21 0.000 -0.001 0.000 Max. Compression 14 -1 538 0 030 -0.028 Max. Mx 5 -0.831 - 17.332 0.105 Max. My 2 -0.842 -0.391 16.423 Max. Vy 5 1 612 - 17.332 0.105 Max. Vx 2 -1.540 -0.391 16.423 Max. Torque 13 0.054 L2 100 - 51.0833 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 14 -8.766 0.412 -0.240 RISA Tower Job Page 78875 - Progress, OR (BU# 874140) 7 of 11 B &T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. FAX: (918) -295 -0265 Terry Carter Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip -ft kip ft Max. Mx 5 -6.026 - 292.157 0.585 Max. My 8 -6.027 0 238 - 289.490 Max. Vy 5 7.921 - 292.157 0.585 Max. Vx 8 7.895 0.238 - 289.490 Max. Torque 26 0.249 L3 51.0833 - 0 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 14 - 17.873 • 0.445 -0.356 Max. Mx 5 - 13.966 - 963.822 10.010 Max. My 8 - 13.966 8.541 - 970.384 Max. Vy 5 13.901 - 963.822 10.010 Max. Vx 8 14.066 8.541 - 970.384 Max. Torque 25 0.269 Maximum Reactions Location Condition Gov. Vertical Hori:ontal, X Horizontal, Z Load K K K Comb. Pole Max. Vert 14 17 873 -0 000 0.000 Max. H, 11 13.991 13.873 -0 126 Max. H, 2 13.991 -0.150 14.026 Max. M, 2 968.916 -0.150 14.026 Max. M, 5 963.822 -1 3.875 0.169 Max. Torsion 25 0.269 10.175 5.871 Min. Vert 5 13.991 - 13.875 0.169 Min. H. 5 13.991 - 13.875 0.169 Min. H„ 8 13.991 0.148 - 14.041 Min. M, 8 - 970.384 0.148 - 14.041 Min. M,. 11 - 963.326 13 873 -0.126 Min. Torsion 19 -0.267 - 10.166 -5.864 Tower Mast Reaction Summary Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment, M, Moment. M K K K kip -ft kip ft kip ft Dead Only 13.991 0.000 -0.000 0.165 0.245 -0.000 Dead +Wind 0 deg - No Ice 13.991 0.150 - 14.026 - 968.916 -9.001 -0.119 Dead +Wind 30 deg - No Ice 13.991 7.084 - 12.221 - 843.025 - 490.653 0.030 Dead +Wind 60 deg - No Ice 13.991 12.092 -7 148 - 491.818 - 838.613 0.139 Dead +Wind 90 deg - No Ice 13 991 13.875 -0.169 - 10.010 - 963.822 0.207 Dead +Wind 120 deg - No Ice 13 991 11.934 6.884 476.763 - 830.461 0.250 Dead +Wind 150 deg - No Ice 13.991 6.792 12.096 837.770 - 472.962 0.225 Dead +Wind 180 deg - No Ice 13.991 -0.148 14.041 970.384 8.541 0.114 Dead +Wind 210 deg - No Ice 13.991 -7.046 12.241 844.532 487 135 -0.026 Dead +Wind 240 deg - No Ice 13.991 - 12.077 7.139 490.990 837.098 -0.131 Dead +Wind 270 deg - No Ice 13.991 - 13.873 0.126 6.280 963.326 -0.203 Dead +Wind 300 deg - No Ice 13.991 - 11.946 -6.893 - 477.824 831.459 -0.253 Dead +Wind 330 deg - No Ice 13.991 -6.830 - 12.074 - 835.085 477.527 -0.233 Dead +Ice 17.873 0.000 -0.000 0.356 0.445 -0.000 Dead +Wind 0 deg +Ice 17.873 0.113 - 11.922 - 857.162 -6.726 -0.170 Dead +Wind 30 deg +Ice 17.873 6.017 - 10.381 - 745.366 - 433.503 -0.024 Dead +Wind 60 deg +lce 17.873 10.285 -6.063 - 434.175 - 742.220 0.102 R j TtJATower Job Page 78875 - Progress, OR (BU# 874140) 8 of 11 B &T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. FAX: (918)- 295 -0265 Terry Carter Load Vertical Shear, Shear. Overturning Overturning Torque Combination Moment, M, Moment, Al, K K K lap ft lap ft kip ft Dead +Wind 90 deg +Ice 17.873 11.809 -0.128 -7.570 - 853.535 0.199 Dead +Wind 120 deg +Ice 17.873 10.166 5.864 423.006 - 735.968 0.267 Dead +Wind 150 deg +lce 17.873 5.794 10.289 741.971 - 419.692 0.263 Dead +Wind 180 deg +Ice 17.873 -0.111 11.934 858.837 6.837 0.167 Dead +Wind 210 deg +Ice 17.873 -5.986 10.397 747.065 431.081 0.027 Dead +Wind 240 deg +Ice 17.873 - 10.273 6.056 433.942 741.455 -0.097 Dead +Wind 270 deg +Ice 17.873 - 11.808 0 093 4.938 853.614 -0.196 Dead +Wind 300 deg +Ice 17.873 - 10.175 -5.871 -423 434 737.291 -0.269 Dead +Wind 330 deg +Ice 17.873 -5.825 - 10.271 - 739.279 423.991 -0.268 Dead +Wind 0 deg - Service 13.991 0.058 -5.482 - 379.502 -3.359 -0 047 Dead +Wind 30 deg - Service 13.991 2.769 -4.777 - 330.165 - 192.063 0 011 Dead +Wind 60 deg - Service 13.991 4.727 -2.794 - 192.568 - 328.392 0.054 Dead +Wind 90 deg - Service 13.991 5.424 -0.066 -3.806 - 377.467 0.081 Dead +Wind 120 deg - Service 13.991 4.665 2.691 186.892 - 325.194 0.099 Dead +Wind 150 deg - Service 13.991 2.655 4.728 328.320 - 185.138 0.090 Dead +Wind 180 deg - Service 13.991 -0.058 5.488 380 296 3.502 0.046 Dead +Wind 210 deg - Service 13.991 -2.754 4.784 330.969 191.008 -0.011 Dead +Wind 240 deg - Service 13.991 -4.721 2.790 192.458 328.118 -0.053 Dead +Wind 270 deg - Service 13.991 -5.423 0.049 2.564 377.593 -0.081 Dead+Wind 300 deg - Service 13 991 -4.669 -2.694 - 187.091 325.910 -0.099 Dead +Wind 330 deg - Service 13 991 -2.670 -4.719 - 327.051 187.251 -0.091 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 1 0.000 - 13.991 0.000 -0.000 13.991 0.000 0.000% 2 0.150 - 13.991 - 14.027 -0.150 13.991 14.026 0.006% 3 7.084 - 13.991 - 12.221 -7.084 13.991 12.221 0.000% 4 12.093 - 13.991 -7.148 - 12.092 13.991 7.148 0.000% 5 13.877 - 13.991 -0.169 - 13.875 13.991 0.169 0.006% 6 11.935 - 13.991 6 884 - 11.934 13.991 -6.884 0.000% 7 6.792 - 13.991 12.097 -6.792 13.991 - 12.096 0.000% 8 -0.148 - 13.991 14.042 0.148 13.991 - 14.041 0.006% 9 -7.046 - 13.991 12.241 7.046 13.991 - 12.241 0.000% 10 - 12.077 - 13.991 7.139 12.077 13.991 -7.139 0.000% 11 - 13.874 - 13.991 0.126 13.873 13.991 -0.126 0.006% 12 - 11.946 - 13.991 -6.893 11.946 13.991 6.893 0.000% 13 -6.830 - 13.991 - 12.074 6.830 13.991 12.074 0.000% 14 0 000 - 17.873 0.000 -0.000 17.873 0.000 0.000% 15 0 113 -17 873 - 11.923 -0.113 17.873 11.922 0.008% 16 6.017 - 17.873 - 10.381 -6.017 17.873 10 381 0.000% 17 10.285 - 17.873 -6.063 - 10.285 17.873 6.063 0.000% 18 11.811 - 17.873 -0.128 - 11.809 17.873 0.128 0.008% 19 10.166 - 17.873 5.864 - 10.166 17.873 -5.864 0.000% 20 5.794 - 17.873 10.289 -5.794 17.873 - 10.289 0.000% 21 -0.111 - 17.873 11.935 0.111 17.873 - 11.934 0.008% 22 -5.986 - 17.873 10.397 5.986 17.873 - 10.397 0.000% 23 - 10.273 -17 873 6.056 10.273 17.873 -6.056 0.000% 24 - 11.809 - 17.873 0.093 11.808 17.873 -0.093 0.008% 25 - 10.175 - 17.873 -5.871 10.175 17.873 5.871 0.000% 26 -5.825 - 17.873 - 10.271 5.825 17.873 10.271 0.000% 27 0.058 - 13.991 -5.483 -0.058 13.991 5.482 0.003% 28 2.769 - 13.991 -4.777 -2.769 13.991 4.777 0.002% 29 4.727 - 13.991 -2.794 -4.727 13.991 2.794 0.002% 30 5.424 - 13.991 -0.066 -5.424 13.991 0.066 0.003% 31 4.665 - 13.991 2.691 -4.665 13.991 -2.691 0.002% RIJATower Job Page 78875 - Progress, OR (BU# 874140) 9 of 11 Bch T Engineering Project Date 1717 S. Boulder. Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. FAX: (918) -295 -0265 Terry Carter Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 32 2.655 - 13.991 4.728 -2.655 13.991 -4.728 0.002% 33 -0.058 - 13.991 5.489 0.058 13.991 -5.488 0.003% 34 -2.754 - 13.991 4.785 2.754 13.991 -4.784 0.002% 35 -4.721 - 13.991 2.791 4.721 13.991 -2.790 0 002% 36 -5.423 - 13.991 0.049 5.423 13.991 -0.049 0 003% 37 -4.670 - 13.991 -2.694 4.669 13.991 2.694 0.002% 38 -2.670 - 13.991 -4.720 2.670 13.991 4.719 0.002% Non - Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance _ Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 10 0.00007663 0.00008536 3 Yes 15 0.00000001 0.00009270 4 Yes 15 0.00000001 0.00009307 5 Yes 10 0.00007653 0.00008731 6 Yes 15 0.00000001 0.00009257 7 Yes 15 0.00000001 0 00009013 8 Yes 10 0.00007661 0.00011056 9 Yes 15 0.00000001 0.00009221 10 Yes 15 0.00000001 0.00009282 11 Yes 10 0.00007656 0.00009748 12 Yes 15 0.00000001 0.00009121 13 Yes 15 0.00000001 0.00009263 14 Yes 4 0.00000001 0.00000001 15 Yes 10 0.00012885 0.00011254 16 Yes 15 0 00000001 0.00011506 17 Yes 15 0.00000001 0 00011557 18 Yes 10 0.00012877 0.00011319 19 Yes 15 0.00000001 0.00011509 20 Yes 15 0.00000001 0.00011184 21 Yes 10 0.00012881 0 00014347 22 Yes 15 0.00000001 0.00011541 23 Yes 15 0.00000001 0.00011567 24 Yes 10 0.00012877 0.00012589 25 Yes 15 0.00000001 0.00011308 26 Yes 15 0.00000001 0.00011551 27 Yes 10 0.00008242 0.00004815 28 Yes 11 0.00000001 0.00011554 29 Yes 11 0.00000001 0.00011578 30 Yes 10 0.00008243 0.00004821 31 Yes 11 0.00000001 0.00011649 32 Yes 11 0.00000001 0.00011026 33 Yes 10 0.00008241 0.00004941 34 Yes 11 0.00000001 0.00011630 35 Yes 11 0.00000001 0.00011686 36 Yes 10 0.00008243 0.00004889 37 Yes 11 0.00000001 0.00011184 38 Yes 11 0.00000001 0.00011722 RdSAl owe" Job Page 78875 - Progress, OR (BU# 874140) 10 of 11 B &T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. Ter Carter FAX: (918)- 295 -0265 Terry Maximum Tower Deflections - Service Wind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L 1 116 - 100 41.167 34 2.862 0.003 L2 100 - 51.0833 31.683 34 2.790 0.003 L3 55 - 0 9.865 34 1.653 0 001 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 117.000 AB- ACCESS 34 41.167 2.862 0.003 17340 116.000 Lightning Rod 34 41.167 2.862 0.003 17340 115.000 HB- X- ID- 19- 65 -00T 34 40.569 2.861 0.003 17340 114.000 Flush Mount 34 39.970 2.860 0.003 17340 110.000 HP2 -23 34 37.581 2.854 0.003 14450 100.000 (2) PCSX085 -18 -0 34 31.683 2.790 0.003 5408 97.000 Platform With Rails 34 29.948 2.748 0.003 4537 85.000 HP2 -23 34 23.279 2.480 0.002 2749 55 000 (3) BXA- 80063/8 34 9.865 1.653 0.001 1423 Maximum Tower Deflections - Design Wind I Section Elevation Hon-. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L I 116 - 100 104.688 4 7 292 0.010 L2 100 - 51.0833 80.576 3 7.111 0.009 L3 55 - 0 25.143 3 4.215 0.002 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 117.000 AB- ACCESS 4 104.688 7.292 0.010 7056 116.000 Lightning Rod 4 104.688 7.292 0.010 7056 115.000 HB- X- ID- 19- 65 -00T 4 103.165 7.289 0.010 7056 114.000 Flush Mount 4 101.643 7.285 0.010 7056 110.000 HP2 -23 4 95.565 7.265 0.010 5879 100.000 (2) PCSX085 -18 -0 3 80.576 7.111 0.009 2196 97.000 Platform With Rails 3 76.172 7.015 0.008 1837 85.000 HP2 -23 3 59.233 6.405 0.007 1104 55.000 (3) BXA- 80063/8 3 25.143 4.215 0.002 564 RISATower Job 78875 - Progress, OR (BU# 874140) Page 11 of 11 B& T Engineering Project Date 1717 S. Boulder, Suite 300 116' Valmont Monopole / App ID:63187; Rev: 0 09:23:06 06/11/08 Tulsa, OK 74119 Client Designed by Phone: (918) -587 -4630 Crown Castle USA, Inc. FAX: (918) -295 -0265 Terry Carter Compression Checks Pole Design Data Section Elevation Size L L. Kl /r F A Actual Allow. Ratio No. P P P ft ft ft ksi in K K p„ L I 116 - 100 (1) TP14.14x11.26x0.188 16.000 0.000 0.0 39.000 8 446 -0.831 329.393 0.003 L2 100 - 51.0833 TP22.94x14.14x0.219 48.917 0.000 0.0 39.000 15.526 -6.026 605.496 0.010 ( L3 • 51.0833 - 0 (3) TP31.7x21.797x0.281 55.000 0.000 0.0 39.000 28.428 - 13.965 1108.710 0.013 H1 -3 (1.39CR) -3 Pole Bending Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. M, fir F,, ft, Al,, f,, Far f, ft kip ft ksi ksi Fry, kip ft ksi ksi Fa,, L I 116 - 100 (1) TP14.14x11.26x0.188 17.332 -7.259 39.000 0.186 0 000 0.000 39.000 0.000 L2 100 - 51.0833 TP22.94x14.14x0.219 292.158 - 42.039 39.000 1.078 0.000 0.000 39.000 0.000 (2) L3 51 0833 - 0 (3) TP31.7x21.797x0.281 975.417 - 53.658 39 000 1.376 0.000 0.000 39.000 0.000 Pole Interaction Design Data Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P f f Stress Stress ft P„ Fe', F Ratio Ratio LI 116- 100(1) TP14.14x11.26x0.188 0.003 0.186 0.000 0.189 1.333 Hl -3 L2 100 - 51.0833 TP22.94x14.14x0.219 0.010 1.078 0.000 1.088 1.333 HI -3 ( V L3 51.0833 - 0 (3) TP31.7x21.797x0.281 0.013 1.376 0.000 1 )f 1.333 H1-3 X' Section Capacity Table Section Elevation Component Size Critical P SF *P „,, % Pass No ft Type Element K K Capacity Fail L I 116- 100 Pole TP14.14x11.26x0.188 1 -0.831 439.081 14.2 Pass L2 100 - 51 0833 Pole TP22.94x14.14x0.219 2 -6.026 807.126 81.6 Pass • L3 51.0833 - 0 Pole TP31.7x21.797x0.281 3 - 13.965 1477.910 104.2 Fail K Summary Pole (L3) 104.2 Fail K RATING = 104.2 Fail X Program Version 5.1.2.0- 78875_Revla_ProgressOR.eri APPENDIX B BASE LEVEL DRAWING ENG -FRM- 10034, Rev — (3/22/06) / J�" (INSTALLED) 4111:% (6) 1 -5/8' TO 114 FT LEVEL *.. (INSTALLED) • (12) 7/8' TO 97 FT LEVEL • (6) 7/8' TO 97 FT LEVEL • 4-4 0 3 0 • (PROPOSED) (7) 5/16" TO 110 FT LEVEL , " (3) 1/2 TO 110 FT LEVEL ' • - ���`� -� + +% LOCATION NOT GIVEN (RESERVED) (9) 1 -5/8' TO 55 FT LEVEL BUSINESS UNIT: 874140 TOWER ID: C_BASELEVEL APPENDIX C ADDITIONAL CALCULATIONS ENG -FRM- 10034, Rev — (3/22/06) PROJECT 78875 - Progress, OR ( #874140) B &T Engineering, Inc. B& h 1717 S. Boulder, Suite 300 SUBJECT Existing 116 Monopole E; , ERING Tulsa, OK 74119 DATE 06/11/08 BY CT � `-- (918) 587 -4630 Base Plate / Anchor Bolt Check - Circular Plate No Stiffeners Input: I I Tower Reactions: ANCHOR BOLT, TIT. Moment: 975 k -ft r a Axial: 14.0 kips __ ` BOLT CIRCLE Shear: 14.0 kips /// �( BASE PLATE (OUTER DIA_) Allowable Stress Increase I {(I J' I \\ WSE APP PLATE LICPBLE - } INNER D14. Stress Incr.: 1.33 {IF -- (b). y --- - - - -- t �=ti - - Pole Information: ti I i 1 Outer Dia.: 31.70 in 1 Bolt Information: # of Bolts: 8 Bolt diameter: 2.25 in V- _ Bolt Grade: A615 -75 Bolt Fy: 75 ksi I Bolt Circle dia: 39.32 in Plate Information: Anchor Bolt Check: Thickness: 2.25 in Actual Allowable Stress Ratio Result Plate Fy: 60 ksi Tension: 147.0 k 194.4 k 75.6% PASS Outer Dia.: 45.32 in Compression _ 150.5 k 238.0 k 63.3% PASS Inner Dia.: 24.00 in Grouted? N Y/N Grout Height: 2.00 in If Grouted Base Plate Check: Plate Moment: 404.17 k -in Eff. Width at Pole: 12.45 in S plate 10.50 in ^3 Actual Stress: 38.48 ksi Allowable Stress: 59.85 ksi Result Stress Ratio: 64.3% PASS CAISSON Version 8.10 9:38:48 AM Wednesday, June 11, 2008 B &T Engineering ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * PIER FOUNDATIONS ANALYSIS AND DESIGN - (C) 1995,2002 POWER LINE SYSTEMS, INC.* * ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ANALYSIS IDENTIFICATION : 78875 - Progress, OR (BU# 874140) NOTES : 116' Valmont Monopole- 5.0" Dia, 26' Depth (25.5' Bearing) * ** PIER PROPERTIES CONCRETE STRENGTH (ksi) = 4.00 STEEL STRENGTH (ksi) = 60.00 DIAMETER (ft) = 5.000 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) = 0.50 * ** SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY CU KP PHI (ft) (ft) (pcf) (psf) (degrees) 1 C 2.00 0.00 55.0 1.0 2 S 3.00 2.00 60.0 3.200 31.59 3 S 15.00 5.00 60.0 3.100 30.81 4 S 10.00 20.00 60.0 3.500 33.75 5 S 12.00 30.00 48.0 3.500 33.75 * ** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft -k) = 1268.0 VERTICAL (k) = 18.2 SHEAR (k) = 18.2 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 1.54 * ** CALCULATED PIER LENGTH (ft) = 21.500 26' provided => OK * ** CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU KP FORCE ARM (ft) (ft) (pcf) (psf) (k) (ft) C 0.50 2.00 55.0 1.0 0.08 1.50 S 2.50 3.00 60.0 3.200 28.80 4.23 S 5.50 10.37 60.0 3.100 289.98 11.58 S 15.87 4.63 60.0 3.100 - 226.17 18.29 S 20.50 1.00 60.0 3.500 -64.05 21.00 * ** SHEAR AND MOMENTS ALONG PIER WITH THE ADDITIONAL SAFETY FACTOR WITHOUT ADDITIONAL SAFETY FACTOR DISTANCE BELOW TOP OF PIER (ft) SHEAR (k) MOMENT (ft -k) SHEAR (k) MOMENT (ft -k) 0.00 28.6 2001.3 18.6 1300.8 2.15 28.6 2062.9 18.6 1340.8 4.30 14.4 2112.9 9.4 1373.4 6.45 -14.3 2115.1 -9.3 1374.8 8.60 -55.4 2042.5 -36.0 1327.6 10.75 -109.5 1867.5 -71.2 1213.8 12.90 -176.4 1562.5 -114.7 1015.6 15.05 -256.2 1099.7 -166.6 714.8 17.20 -231.5 528.2 -150.4 343.3 19.35 -125.8 141.8 -81.8 92.2 21.50 -0.0 0.0 -0.0 0.0 * ** TOTAL REINFORCEMENT PCT = 0.44 REINFORCEMENT AREA (in ^2) = 12.44 25.4 in ^ 2 provided => 49.0% * ** USABLE AXIAL CAP. (k) = 18.2 USABLE MOMENT CAP. (ft -k) = 1382.2 * ** US Standard Re -Bars (Select one of the following): 63 BARS #4 (AREA = 0.20 in ^2 DIA = 0.500 in) AT SPACING (in) = 2.49 41 BARS #5 (AREA = 0.31 in ^2 DIA = 0.625 in) AT SPACING (in) = 3.83 29 BARS #6 (AREA = 0.44 in ^2 DIA = 0.750 in) AT SPACING (in) = 5.42 21 BARS #7 (AREA = 0.60 in ^2 DIA = 0.875 in) AT SPACING (in) = 7.48 16 BARS #8 (AREA = 0.79 in ^2 DIA = 1.000 in) AT SPACING (in) = 9.82 13 BARS #9 (AREA = 1.00 in ^2 DIA = 1.128 in) AT SPACING (in) = 12.08 10 BARS #10 (AREA = 1.27 in ^2 DIA = 1.270 in) AT SPACING (in) = 15.71 20 #10 bars provide => OK 8 BARS #11 (AREA = 1.56 in ^2 DIA = 1.410 in) AT SPACING (in) = 19.63 6 BARS #14 (AREA = 2.25 in ^2 DIA = 1.693 in) AT SPACING (in) = 26.18 * ** WEIGHT OF CAISSON (kips) = 63.323 * ** PRESSURE UNDER CAISSON DUE TO INPUT DESIGN AXIAL LOAD (psf) = 926.9