Loading...
Plans _ „ R SEC SITE ACQUISTION DATE • s yid ' y ;// /,/ - ,. EIVED : . ,�,�9� � JUN 2 ng • LAND USE REP. DATE j ��;• �j � oUU CITY OF TIGrARD CITY O ) TIGARD RF ENGINEER DATE Approved ..: BUH 01VISION �":indItkit' &b Approved [ ) Site Number: OR- POR253 -A Farenlythe 48de cribedin: CONSTRUCTION MGR. DATE I EEWIT t4 ,J�y� - ow- 8oe Letter to; Foll - [ ] PRODUCTION LEAD DATE Site Name: I -5 &HWY 99/ BU# 874135 J gb 1�$_ a ___ ..�_L.,. , -- � f ALK. [ ] > . - . _ DOW: _ _ LANDLORD DATE DRAWING INDEX VICINITY MAP PROJECT INFORMATION SHEET CONTENTS REV 8 a o SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING NEW CLEARWIRE H ;/; ANTENNAS CONSISTING OF (3) PANEL ANTENNAS, (3) SMALL BTS UNITS T01 TITLE SHEET 2 a AND (3) MICROWAVE DISHES ALL MOUNTED ON AN EXISTING STEEL 94' av, vmaa. a MONOPOLE WITH (1) SITE SUPPORT CABINET ANCHORED TO AN NEW 5lV ,a11N S, + $\Y LarGaY 9 / N01 GENERAL NOTES 2 V 71 ,�' $ a �� PREFABRICATED CONCRETE SLAB ON GRADE WITHIN AN EXISTING FENCED C CO1 OVERALL SITE PLAN 2 " "°`" $ rd t , • 2 IA �, 3 c Y .• _ _ COMPOUND ALONG WITH (1) GPS ANTENNA LCOATED AS PER THE PLANS CO2 SITE PLAN & ELEVATION 2 sa nsu� s 'A r C _ --%�. n c a � sx v�r� . p . _ z?c i' € N!-0 - ,�5 SITE ADDRESS: 10955 SW 65TH AVE Duk g , � .. p a g DEFERRED CO3 EQUIPMENT DETAILS 2 TIGARD, OR 97223 C04 ANTENNA DETAILS 2 a a 3 , .,'•...i , _ k TOWER OWNER: CROWN CASTLE �.t�b�. ;:V P. e 9 , R' - • / ; . �' s e 8547 154TH AVE NE ' SP•inkle ..+. E01 ELECTRICAL GROUNDING PLAN & DETAILS 2 I , . - • sy • •• _ ?ab•� s,;c,,..a,, a REDMOND WA 98052 E02 GROUNDING DETAILS & NOTES 2 sw ., , ... K ' �vrv.c,r st .. _ CONTACT: LAURA WRITTEN tri>aeAttiutet �.,,� sv ti q s+ /r,. s, PH: (425) 202 -2774 )Mecltltln1 �„.. F f "z = )5 , . ,Heep SI APPLICANT: CLEARWIRE, LLC Wgmbitttg PROJECT II. H �Ra ' E i r�°'° $' JURISDICTION: CITY OF TIGARD E CCMC9t P x +� ;vim _� _ pr.a SITE - r5,. 5. Hacm, CURRENT ZONE: INDUSTRIAL Truss Engineelring 1. t 4 a` s+� ia«,. 7I_ xH.. +u s �� �y ''art CURRENT USE: TELECOMMUNICATIONS FACILITY SOP •+■+� 4 e . �" 3 * f �_ �r.81 PROPOSED USE: TELECOMMUNICATIONS FACILITY S ct � PROPERTY OWNER: CROWN CASTLE �.. 2` f 8547 154TH AVE NE PROPRIETARY NOTE: .: A N,':,�� se: 5,... REDMOND, WA 98052 z i,{ rn'0,,,v wth Si t; " ' "' 4 rr �;'"`r' CONTACT: LAURA WRITTEN THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE, ANY USE OR . e_ ' : a PH. (425) 202 2774 8 DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLEARWIRE SERVICE IS STRICTLY PROHIBITED. ' '.a . 3 3 ii -y ,' 3 p d . �` r ' s 4 .,, .. era PARCEL (j: 1 S136A006300 SYMBOLS & ABBREVIATIONS UTILITY CONTACTS DRIVING DIRECTIONS: SITE QUALIFICATION PARTICIPANTS POWER COMPANY DEPART PORTLAND INTERNATIONAL AIRPORT ON LONG TERM PARKING (WEST) LONG -TERM PARKING / NAME COMPANY NUMBER [N] NEW EXIT TO 1 -205. TAKE PARKING EXIT (LEFT) ONTO NE AIRPORT WAY. TAKE RAMP (RIGHT) ONTO 1 -205 [E] EXISTING PGE [VETERANS MEMORIAL HWY] 1 -84 / PORTLAND / SALEM. AT EXIT 21 B, TAKE RAMP (RIGHT) ONTO 1 -84 A/E: RICHARD B. HALL, AIA PTS (425) 802 -1219 (503) 464 -8000 [US -30] / PORTLAND. TURN LEFT ONTO RAMP 1 -5 / SALEM. TAKE RAMP (LEFT) ONTO 1 -5 / — - — - — CENTER LINE BEAVERTON / SALEM. AT EXIT 294. TAKE RAMP (RIGHT) ONTO SR -99W [SW BARBUR BLVD] OR -99W / SAC: KARA CAMPBELL POWDER RIVER (509) 547 -7983 - - - - - -- PROPERTY LINE TIGARD / NEWBERG. TURN LEFT (SOUTH) ONTO SW CORONADO ST. ROAD NAME CHANGES TO SW 64TH AVE. ROAD NAME CHANGES TO SW 65TH AVE. ARRIVE 10955 SW 65TH AVE. CONSTRUCTION: ROB ANGLE POWDER RNER (503) 269 -5866 X FENCE LINE G GROUND WIRE LANDLORD: LAURA WHITTEN CROWN CASTLE (425) 202 -2774 —OHP— OVERHEAD POWER At all new services & grounding trenches, PERMITTING: KEVIN MARTIN POWDER RIVER (503) 469 -0234 —OF1T— OVERHEAD TELCO provide 'WARNING" tape at 12" below g rade. SITE GPS COORDINATES — UGP— UNDERGROUND POWER CONDUIT _� T � 7 4 RF ENGINEER: PIERO ROVANI CLEARWIRE (206) 234 -8142 — UGr — UNDERGROUND TELCO CONDUIT �1/ "CALL BEFORE YOU DIG" LATITUDE (NAD 83): 45' 26' 28.932" BH ENGINEER: JAMES CHAMBERS CLEARWIRE (812) 760 -9195 LONGITUDE (NAD 83): 122' 44' 38.076" PROJECT LEAD: KEVIN MAKI CLEARWIRE (425) 766 -6374 A 1 - 800 - 342 - 1555 GROUND ELEVATION: 347' - UTILITY NOTIFICATION CENTER OF OREGON STATE ° R Dq '� �. clear w re° I- 5 &HWY99 y, Rey% �yy� OR- POR253 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH �!� /;' . .4/ TntE SHEET PACIFIC TELECOM SERVICES, 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH ,n : ' _ LLC P 0 W D E R RIVER 4400 CARILLON POINT 10955 SW 65TH AVE ` soca v� DRAWING NUMBER REV See . S.. S. , en, Devdopmant Services, LLC KIRKLAND, WA 98033 TIGARD, OR 97223 N0. DATE REVISIONS BY CHK APP'D tE. OF O� ^.ee „= -m>> r,,, ,.re: sos -ee,e _SCALE: AS SHOWN _ DESIGNED BY: PHD _ DRAWN BY: PHD _ OR POR253 - A - TO 1 0 , 1 1 AL 1 ,. 1 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 2003" AND CITY OF BEAVERTON CODE. SHALL MEET OR R -1. CONCRETE: ALL CONCRETE SHALL BE Fc = 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 NECESSARY FOR A COMPLETE SYSTEM AS 4NTENDED 2. ANTENNAS. CABINETS AND COAXIAL CABLE SHALL BE PROVIDED BY CLIENT R -2. PREPARATION, TESTING AND PLACING OF CONCRETE AND PROCURED PER SPECIFICATION REQUIREMENTS. HEREIN UNLESS OTHERWISE NOTED. • 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 2003. 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 0557. 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 8. 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. S -1. DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN 8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY WAVE GUIDE HATCH COVER /PLATE, CABLE TRAYS, SUPPORTS, ACCORDANCE WITH AIND, SPECIFICATION FOR DESIGN, FABRICATION AND DEMARCATION POINT AND EXISTING METER SOCKET AS LOCATED ON SERVICE PANELS, DISCONNECT SWITCHES HVAC UNITS, ETC. 8. ANY SUBSTITUTIONS OF MATERIALS. EQUIPMENT OR ALTERATIONS FROM THE THIS DRAWING IN PVC, PROVIDE FULL LENGTH PULL ROPE. THESE ITEMS MUST BE GROUNDED. PLANS AND /OR SPECIFICATIONS SHALL BE APPROVED BY THE CONSTRUCTION ERECTION OF STRUCTURE STEEL FOR BUILDINGS. COORDINATED INSTALLATION WITH UTILITY COMPANY. MANAGER. . ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC 9. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DEMARCATION C SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING - POINT AND EXISTING TELCO CABINET AND CLEARWIRE CABINET AS S C" SHALL BE CONDUIT PROTECTED SLEEVE AND SUPPORTED BY A 3/4" PVC 9. COLOR SELECTION SHALL BE COORDINATED WITH CONSTRUCTION MANAGER. ALLOWABLE STRESS DESIGN AND PLASTIC INDICATED ON THIS DRAWING IN PVC. PROVIDE FULL LENGTH PULL STIC DESIGN, 9th EDITION. SCHEDULE FR CO SE MOUNTED WITH C6IC TRAP SUPPORTS FROM 6" BELOW FINISHED GRADE TO 6" FROM FINAL 10. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND BRING S-3: IN TELCO CONDUIT. CONNECTION. DISCREPANCIES TO THE ATTENTION OF CONSTRUCTION MANAGER. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH ASTM A53. TYPE E OR S. GRADE B, Fy = 36KSI. ALL WIDE FLANGE SHAPES SHALL BE ASTM 10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 8, ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN, 11. CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY LOCATOR FOR EXACT A992. GRADE 50. ALL STRUCTURAL SHAPES & PLATE SHALL COMPLY PERPENDICULAR TO FINISHED GRADE, SUITABLE PROTECTION WITH ASTM A36. 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 GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL RECEIPTS FROM APPROXIMATE & FOR PLANNING PURPOSES ONLY. HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED TESTING THE POWER COMPANY ACKNOWLEDGING APPLICATION FOR POWER AND 9. GROUND CONDUCTORS SHALL NOT COME IN CONTACT WITH THE LABORATORY. ALL WELDS ARE TO BE PER A.W.S, CODE, LATEST EDITION THOROUGH DOCUMENTATION OF ANY DISCUSSIONS WITH THE POWER SLAB OR TOWER EXCEPT AS DESIGNATED. lir ALL WELDS SHALL BE 3/16 MINIMUM FILLET WELDS U.O.N. ELECTRODES COMPANY THEREAFTER. ALSO, THE GENERAL CONTRACTOR SHALL 12. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS FOR THIS PROJECT SHALL BE E70XX. RECEIVED IN WRITING FROM THE POWER COMPANY AS TO WHEN THE FROM ALL APPLICABLE GOVERNMENT AGENCIES. CONTRACTOR SHALL BE ANTICIPATED POWER CONNECTION WILL BE COMPLETE. IF COMMERCIAL 10. THE UTILITY NEUTRAL/GROUND 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 METER TER LR MAIN DISCONNECT OR T SWITTCH, CH IS NOT IN ACS. BE MADE IN THE N 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 DAY NON- ST, 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 O 5,000 P SI WHEN WHEN TESTED IN ACCORDANCE A IN A CCCM 28 C COMMERCIAL IS OBTAINED, ALL COSTS ASSOCIATED WITH THE CONNECTIONS TO VARIOUS METALS SHALL BE A TYPE AS TO FORMS 5,000 SHALL BE PLACCED ED AROUND BASE PSI WHEN WITH TH ASTM STM COMPRESSIVE STRENGTH EXPANSIVE, CODE C1RA. GENERATOR WILL BE MUTUALLY AGREED UPON BETWEEN THE OWNER NOT CAUSE A GALVANIC OR CORROSIVE REACTION AREA SHALL 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 S T SHALL BE POURED. NO DRY-DAMP MP 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. A.36, 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 -8. 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 v R �Ep AR AiSke z. clear w r b 4 OR- POR253 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH 411°4 /, ^ PACIFIC TELECOM SERVICES, 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH ,n ,: WA 2 GENERAL NOTES LLC 4400 CARILLON POINT 10955 SW 65TH AVE NO. DATE REVISIONS BY CHK APP'D 'l so n � ( o P 0 W I E R RIVER KIRKLAND, WA 98033 TIGARD, OR 97223 .9' OR DRAWING NUMBER REV 32,2 " s ' °" "« .e: ' ti ' o: " �� Development Services, LLC O F +. : P".. 1615s -2513 SCALE: AS SHOWN I DESIGNED BY: PHD DRAWN BY: PHD OR- POR253 -A -N01 0 1 I ® - I - - I / SE I/4, S05, T2N. R2E • I i 1 I ■ ... • PROPERTY LINE ' .....------ _. ... .. • -Ti z ITJ 1 I TRANSFORMER FIRE HYDRANT 1 _ - .. 1 ". ,,,..,,, 1 : 4 :•,'•••::'•Izt :!,•-•-gc,;:4;1:: D LEGEND ct . ,, , . i ..e .4,,,,.7. -• , ." -,.........- , - • -, ........, • ,:: - . .7 - 77 - n - 77 ,7,- cr , -- - - — SUBJECT BOUNDARY LINE I. ) ,-,---\ 0_ 1 ‘‘ 1 ......- .?• . ..% 2 . . __ .. __ _ _____ RiGHT-OF-WAY CENTERLINE 1 . \-'-' i ) 4 :I . ) . s ''-- - ' ,r:1 1 --Z-/-_.Z RIGHT-OF-WAY LINE -.-‘ --. : -.).:"F . ...;t: .. ---- ' IJ ..: \ ADJACENT BOUNDARY - - - - -- .- - --- - LINE `: • -. . ‘ ' ‘ k ' Z,; K ) I I ,_,-'s 7;,, , , , ,....,,,,„ • :. \._,, .--,N.: PROPERTY LINE / -- -- - --- — SECTIONAL BREAKDOWN LINE 1 - ...,- a7, L. 1 _ ‘--- . ::-- . , f./..:-:' 4 .!.::"II s -,-_-"- .7 -77-2 ---.- -„ -- -----. ------ OVERHEAD POWER LINE R _ ._ ____ __-_ __ ---.--, ...:"•:•.V% \ [ Ei FENCE i L.: : .. -.. ,.. \ 'r 7 A , (.[E] ,,--- 41.1u > ... ‘,. .,. ---/71 -- - ....4.';"r1, , :f. - !?:it=, ,...,..- :. ;', BUILDING // BURIED B... D UNE 1 • Z : ( ‘. - • : • '.! etr■:. — BURIED GAS LINE - - • c s ' ., - .., • - ,'•; . ( 3 , : -------,.._Lf -- - - — _ _ _. _ ___ r . I u- I ‘.. i '', • 7 * • .:-.:•1 k ) .-- -. -------- :. ‘5 4 ,.Z __., ___, •37, ..`. •N .' L ,''1 - : .I'- • . i - • ; • - • - ....t' . .•‘.:...„7"" [ 'Cr; • • k • 'l, ;* ..- . - -- - , -. .-- l. :'% /',° El TREES • -:'- :// ..•J / ,,,, / •CEI ' - ,- _ . ---• ,-. .• • OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE BURIED WATER UNE 1 1 :/----‘: ': . -4,7;1•.-Y-,•, • •k;'-lir..) (TYP) :BUILDING , . B IJI • I ED SA L N L IT . ARY SEY.ER 1 (E] POWER UTILITIES : .._, 177 (3) PROPOSED CLEARWIRE PANEL AND :-- .2 • .,'.: r % , :',,,, ./.• .7 ., - . BURIED STORM DRAIN I (3) MICROWAVE DISHES MOUNTED ON 1 ' ''.-.'.:' = • • , ' ..', .., °:...' • 1, ' • • ! iVi -js, • DITCH LINE/FLOW UNE —\- c.1„: r lDaS ri TING 94 AGL STEEL MONOPOLE ; ' - . --, • GETAON L ! I_ 1 , 0 ., ,• ‘ ' ''' ;,.. ,;;,,:;;,.. -----c BUILDING •.,'•A"4.,,, 4 - • 4.,.... • 5;• • '••• :";'... z.,,.:‘,,z7. ,; ;.' ? :' 5 . ' 5 :' ...-• • • ,:i . • :. : •:".•:. . -\\ '. ''..---.., - . - - - 1 • ? A LE . ROCK RETAINING WALL - VETIINE I , 0 ' . 1 :-.2 • • ..• ,, • ,...„, . i .. ..,..[E] CROWN CASTLE .......i'a --I- - — CHAN UNK FENCE f -8 ■ ■ I L.) ; ''''....' r .'!, FENCE COMPOUND woOD FENCE C 1 I — .: L ,, • 1 , : '.' .-,_.. BARBED WRE/WIRE FENCE f'''' - I __. ,__ 394." - ; w . 1 i .; ,:::•.,_...2,..,_,./ ,„."'-, • ..,, !••,"'".,..: tn.) re '9! i (*- ' \ •.,e - c• 4 7f 4 Z - F • .. :IF -...-:- , r , ! . : • .: 64 . .i* ,„.. -.-- ) .I - ,- , -,-,•, E 7-777:'' K „.. [ , •7 - .K, I BUILDING ,,,./..,), ili LIGHT STANDARD -9- D4 GATE VALVE 5, . - • - __...... - • ., 7 ... ), ',..1.....- ,,, ,,,, ..„,.. , . , POWER VAULT ES. WATER ME7ER ,s' N UTILITY BOX .0 FIRE STAND PIPE I i I [El GATE ----,, ,,.........2: - \ = ,•wv :::,.. I / l '<:/ic-' ( ) t: • , C v l • ;5' I --..--.■ 4.. 44,... , ' e 1 . PROPOSED CLEARWIRE SITE , ., , /. UTILITY POLE 0 CATCH BASIN, TYPE \ ,- POLE GUY WIRE 4, CATCH BASIN, TYPE II I ' •r:' SUPPORT CABINET ANCHORED E [ ] 1 [E] EQUIPMENT \ L,, . ON A PREFABRICATED SLAB BUILD NIC .1: GAS vAlvE - 1.. SIGN z SHELTER `,.. " . ON GRADE WTIHIN A Tv ,,---,,fizz-- IL GAS METER 7.1 . N \ . . . . , LEASE AREA IN AN DCISTING ":-.. ) 4 tc;'-'" _7 1 TELEPHONE VAULT . MAIL BOX Cc Lu I C [E] GRAVEL AREA \ . 1 N. \ " I I 1 FENCED COMPOUND , ... ' i ..t.'-br -.74-*'‘`', ..„-' •----1.4?7,7 - 77 - 77777 7, , ,, , ,L . ,; , ,-, TELEPHONE RISER - 234 2 ' SPOT ELEVATION 0_ ' 4 \ i ' • - ' 'CZ- ,„ [E] 1 ,-- )-..., 0 C \ r BUILDING '';1 C5 ce ' _z [E] POWER UTILITIES ' .. ,(--- \ , :%___zz,, '' • LEGEND \ - EE3 1 ri r , ...-,..- 1 .___„-... . ,... ; ! • 7----- --...--- --- -. .........-...-_- - - -- ---'---- ."----- , .i.i_..F : - .... 1 .1_::r \ I ) TRANSFORMER • ---- • ":::. , i ---- -------- ----- — • ----------- -----------.---- , . ----i r— — [E] LANDSCAPING -.-.-- [E] METER PANEL' t . . -.. , ..---, :,—,--. \ \ i % 1 , ' ■ . / i • l I t ■ , ■ ‘ : ‘ • 1 ‘, \ ,, t, , I ., I \ ', • , ' .„. 1 1, V / e \ , ...._,----N, '..„/ ',..,7,\IS;,:jt„\vf.,41.,..\,... I - , . • 1 I g ; V 1 i $ , • 3 • ' i 1 V .. a V - 3 e •3111 ,,• 4 $ 1 . I ' 3 2 1° • P z ,' ... -" I ''-•-..._ --'-'-' -,...__,..i _..._, // V 6 I....-. 2 • •••• s ° B P 7' ' - i .- • ' - • ! - - i . 1 I u. , •.•....,.;,.:„,. z 1 r-,,.._ __________ ___________-- , •■ . a - 1 i -- - - - -•- 7,, ! , ', ' • •• .-' c . . ---- ,,,, SW 64TH AVE ,,,27-:, . , —7----1 , ) n — Al-, ---. •SITE" . ; f . . , P.......o. it . . . , . . , , li 1 11_ 1 i Ili_ IL__ 1 ; .."—‘ • - - "'............... ---.=.='=.., e . - . ' ........—_.,, -... li CC LAJ . ,,, „.„. , / s I . . • , ■ •• . . s ' . ____-_-__ ' / , 1 _, _ (01 ..--; s 2 „,n .. J--• ---..!_ - ---...--- - ',.._., ' - - ------- . \ tx e , 0 .. - , . 1• _.......- -_- ---- C • ) i / '''' .1 0 ..... .*- --- .... -- . \ , .. ' ' ... o't __-- - __-__--- ' ---) --------1 - ,-, sh h,..... ,_ SS= eboo a • i .---- 1 ,, --- e' ----\ . ( ''' _ 110 ..---- ---, v , A • i \-- T ',.scs:': . _ [E] FENCE , ----- - g _ • i ' ' ' ,/ r. '', , s- ,./...1 I , ...4 .......... • 4. - . . - •■••••„ '"""e4o.' 1 - • .• ( • ‘,) -. S5 . 1 1 -', 1 g ;■> ::•;'."'‘ ,.'"--.. . -•;• .; ..-,! s--- ) ',,,,_ l '• i j . . :,- i ' • % c. - .14' t / e . , • I „ r , I Z i — ' '`''' l ti , . )1 -- - ii '', a! 1 I I) -. --- - - _ ____ _ _ ___ , .''•••-• .:1:1--: : ..,,:, .,..., - !,:,. )," ... - •/,- \. - ....--. .,_,, , - ] '-- • i",..•••• ‘x_i'''. ..) ----: --, ' • -•-•k ' ' . . .,. 1 . 1 N - -- — - --_ - _ _ _ _ _ _ _ _____ _ _ _ _ _ PROPERTY 1 INE I - - --__ - _ _ - ---- -N----1_. _ _ GRAPHIC SCALE SITE -.. moi, PLAN SCALE 24x36: 1 ° -20' -0" A SCALE 11x17: 1 -0" . mwlmmi e'11' e clear w re® 1-5 & HWY 99 OR-POR263-A 2 05-08-08 FINAL CONSTRUCTION DOCUMENTS . . PHD PHD RBH e :7 .01.0 At, ,!.., .f. / / .0 OVERALL SITE PLAN PACIFIC TELECOM SERVICES, 1 04-18-08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH T MCI c, DRAWING NUMBER REV LLC POWDER RIVER 4400 CARILLON POINT 10955 SW 6571-1 AVE NO. DATE REVISIONS BY CHI< APP'D .9i. 16, Development Services, LID KIRKLAND, WA 98033 TIGARD, OR 97223 e OF O' ,-.•.: (2.147 !.42: I ;Z.: 9”.. MS SCALE: AS SHOWN 1 DESIGNED BY: PHD DRAWN BY: PHD 0R—P0R253—A—001 0 1 ,- 1 • AL - 1 - I . D (E] COAX CABLE TRAY C �OR/ __ S/ �l • . _ ---... d "\ ... / •• •�` (I) TOP OF EXISTING MONOPOLE [E] ANTENNA ARRAY — - .- f w 94.00' AGL - � Op r -ti _ Y 3 :c�y I' \ '1 I OPO `\ \ RAD CENTER OF PROPOSED CLEARWIRE �.; (3) AN EXI ROWAVE 94 ' DIM AG ES MOUNTED STEEL MONOPOLE ON 1 1 \ & ANTENNA ARRAY MICROWAVE DISHES ' • s•K r .. w11•∎■•i�� 85.00' AGL I I I) I . 'I - 1 , ^•I; ill - • 11, a �[ ANTENNA ARRAY I: - I i I -1 (3) PROPOSED CLEARWIRE �� SMALL BIS UNITS .� PROPOSED CLEARWIRE CABLE / or 75 AGL 11 ! 11_ & COAX CONDUIT RUN / ter (3) PROPOSED CLEARWIRE. PANEL AND (3) L _ ; - I- - W r. MICROWAVE DISHES MOUNTED ON AN U If • N I EXISTING 94' AGL STEEL MONOPOLE III • 1 \1/ III [E] ANTENNA ARRAY \. \ o 1 A I 1 C (1) PROPOSED ' II CLEARWIRE GPS ANTENNA ' -. / PROPOSED CLEARWIRE STTE SUPPORT I �~ ?' *** *"-Z..., / CABINET ANCHORED ON A PREFABRICATED '' ' C[E] EQUIPMENT / s ; 3' -- \/ SLAB ON GRADE WITHIN A 7 'X7 LEASE t BUILDING) , J AREA IN AN EXISTING FENCED COMPOUND PROPOSED CLEARWIRE CABLE & COAX ; c_., ? ' CONDUIT RUNNING WITHIN THE p -1r / INTERIOR OF THE EXISTING MONOPOLE t... 2 i I i '. A PROPOSED U.G. POWER RUN I I ', h ! / ` .. \_ PROPOSED CLEARWIRE 100A I ti i METER AND BASE (USE [E] 4• 7 a CONDUIT STUB -UP)' [E] 9a' MONOPOLE i \.......` J , II li ' F l• (1) PROPOSED `� � :: ', • I CLEARWIRE GPS ANTENNA I - -- - .... . [E] METER PANEL '' ... •: ' .�r � B _! \, L• PROPOSED CLEARWIRE STIE SUPPORT ' [ ] CABINET ANCHORED ON A PREFABRICATED t/ \ a i 1 �::\ _ ` ' • •' L ! _a,... E CABLE TRAY • � <:: :'.r ._. / - _ a F \.....1 SLAB ON GRADE WITHIN A 7 LEASE _ : �...... . rc ► . I AREA IN AN EXISTING. FENCED COMPOUND -- ``\- \ :. j . ► ' : �, [E] EQUIPMENT � i �..,,• �,�` ., �'I- /.•' i l ~�= L . .......` J 1 Y + • _ SHELTER r -- i l ' ! - , , +. am�... -.., _ : ,t .+ it �' ' I I [E] FENCE [E] GATE '-v-.. ' ' •4 • I Ir E GATE I I I'll' I • < %+• i i• �J T< f r.:;e [E] TREE (TYP) \ \Z., % j' �, `.; � _ - = � • • • : --- � .�� � " � � �- �a+� _ : :• , i j `� j " 0.00 AGL 228.00 AMSL ' [ E ' f _ i' ..\— N TRANSFORMER • 0 / / ` GRAPHIC SCALE SITE PLAN SOUTH ELEVATION A �, '� O 24X36 SCALE: 3/8 " =1' -0 O 24X36 SCALE: 3/32 " =1' -0" 11X17 SCALE: 3/16 " =1' -0 ` 11X17 SCALE: 3/64 " =1' -0" w re® —� ,� ` y ED yi ®. . clear ® re I- 5 &HWY99 Rc OR- POR253 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH 0.a. ':- ., j' SITE PLAN & ELEVATION PACIFIC TELECOM SERVICES, 1 04 - 18 - 08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH ' � ,, 2 LLC 4400 CARILLON POINT 10955 SW 65TH AVE R e c , see ��+ /re,. S.. 3,41 S!.0 P 0 W D E R RIV NO. DATE REVISIONS BY CHK APP 9p F , DRAWING NUMBER REV s,•+s.. .. SM. Development Services, LW KIRKLAND, W A 98033 TIGARD, OR 97223 f OF 0 ■ (::s) l.] -n:0 r•,: (:0si.n3 -0s +s SCALE: AS SHOWN I DESIGNED BY: PHD DRAWN BY: PHD OR- POR253 -A- CO2 0 - 1. UNLtS_l UIh1CKWI L NUILU ALL UUNGKtI. SHALL `' DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH 3 , OF 6000 PSI. '1 / 5" CONCRETE SLAB / 2. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO \ -�� Ir°-T' E T ° ; !' - -mot EXPANSION BOLTS INTO BE TOOLED EDGE, UNLESS OTHRWISE NOTED. ,. 4 2' -1" 10 ) / 4" i j.4, : ,., -_.4_ __i In CONCRETE SLAB (TYP. OF 4 4r SSC / / 3. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER MIN INSIDE THE CABINET) r • I • - TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS 1 : . z 1: . . 1 ' . , ^ r GPS ANTENNA •,\ AND RECESSES. 11, , •'.I . 1 1 1 1 (N) CLEARWIRE 0 n 4. CONTRACTOR SHALL VERIFY ALL SIZES AND 1 " I ' SITE SUPPORT CABINET L OCATIONS OF ALL ELECTRICAL OPENINGS AND r 1 ° ' t' DISTRIBUTION PANEL \ \ 4 /.. ' - I EQUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND '124. . .L_ _J; . CABINET MOUNTING FLANGE ED \ J -. \ EQUIPMENT DETAIL AND SHOP DRAWINGS. IT SHALL BE \ , • .. ''. ) .:. '-,. - THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION STRUCTURAL NOTES: c' \ w FOR ALL UTILITIES. 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH ft-6000 psi _ 0E> e i M 2. REBAR: ASTM A -615 GRADE 60 ,•\ n BATTERY INFORMATION 3. MESH: ASTM A -185 GRADE 65 - - ` ` ' � ^� y.. 4. DESIGN: AC1- 318 -02 BUILDING CODE ? -` '`1 I ; l _ 0 LONG DURATION SERIES - TEL 12 -70 � z 3/4" EDGE • \ 0 1. RAM E- ARRESTING ONE -WAY PRESSURE - RELIEF _ � 1 • , ' :17-7: � \ VENT FOR SAFETY AND LONG LIFE. 7" THK PRECAST CONCRETE SLAB CHAMFER a 1 -�_ 2. THERMALLY WELDED CASE - TOOCOVER BOND TO ! 1 1 POWER RECEPTACAL ° ENSURE A LEAK -PROOF SEAL - I 1 ' • w 3. FLAME - RETARDANT POLYPROPYLENE CASE AND `� % 1 + COVER CO WITH UL94 V -0 WITH AN OXYGEN #4 ®8° O.C. EACH WAY _ — I. LIMITING INDEX OF GREATER THAN 28. 1 h• a" v L -- HVAC UNIT 4. COMPLIES WITH UL 1778, 924, 1989 AND 94 V -0. 2"0 SCH. 40 PVC - 5. UL- RECOGNIZED COMPONENT. , PROPOSED PRECAST GRADE POWER CONDUIT ® 6. NOT RESTRICTED FOR SURFACE ��� � _ CONCRETE SLAB TRANSPORT - CLASSIFIED AS NON - HAZARDOUS MATERIAL 11' ( SEE 2/CO2) - TEL 12 -70 SPECIFICATIONS: AS RELATED TO DOT -CFR TITLE 49 PARTS 171 -189. 'I, I; I: - , -= �� . CELLS PER UNIT = 6 . I i -I I ! -,11 =1 I -i 1 I _... _I I I. - I f 1 - - - .1 1 11 - ` N ; 111 ..I I `. VOLTAGE PER UNIT = 12.84 6" OF ±1h" 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 eu in O O OCABINET MOUNTING DETAIL MAX = 4 SCALE 24x36: 3/4 " =1' -0" SCALE 24x36: 3/4 " =1' -0" • SCALE 11x17: 3/8 " =1' -0" SCALE 11x17: 3/8 " =1' -0" N.T.S. \ rib' \ \ - j. \ GPS ANTENNA GPS \ \ GPS ANTENNA ,�—\ L SITE SUPPORT SITE SUPPORT CABINET DISTRIBUTION PANE SITE SUPPORT CABINET GPS SITE SUPPORT CABINET CABINET ao ?OWER RECEPT DISTRIBUTION PANEL ' n ln ELEC w \ \ PANEL TRICAL POWER RECEPTACLE _ ` + r ACCESS DOOR _ `,ACCESS DOOR --, ^ 2" DIA SCH. 40 PVC � iv � 2" DIA SCH. 40 PVC n N ,, I 2" DIA SCH. 40 PVC B POWER CON DUIT I POWER CONDUIT I J POWER CONDUIT O ¢ u' n i I = 1 1 TELCO BOX 0 � ii ; ,, 0 TELCO BOX e" _ / � /� HVAC UNIT 'n w HVAC UNIT 1 w IN 2" DIA SCH. 40 rV a ~ 2" OIA SCH. 40 PVC PVC TELCO TELCO CONDUIT s-= J CONDUIT - PRECAST -` PRECAST CONCRETE _ — CONCRETE SLAB PRECAST CONCRETE \ __- o PREC ST CNCRTE \ SLAB (SEE 2/CO3) ' / a0 (SEE 2/CO3) SLAB (SEE 2/CO3) _ � SLAB (SEE 3 _ -� 1 1-I : I _......1- ,; i�l; — i; I i h —- — .1=111=11 :11 11 =' — — — — — ,1 I - :_i_ .:11=111 _ I ! -1 I I -1 11_ ' '-111=111=111=-'111=111=111-111=111-111=-111- - = i ; ! - 1- —! i— , _ ,1 - 1 i !- —! ; i ; -1 , __ I; —I �� I 1 -- � I`i ; i-- - i .- r.- ::— : : . _ : : — , . :::_ :: , _- -� I I ; , I - f_ -1 I —.1, I i- I 1 -, � I I I I I 1 1 777 i -1 I —� ;_ • • ® CABINET ELEVATION (LEFT) O CABINET ELEVATION (BACK) © CABINET ELEVATION (RIGHT) O CABINET ELEVATION (FRONT) SCALE 24X36: 1 " =1' -0" SCALE 24X36: 1 " =1' -0" SCALE 24X36: 1 " =1' -0" SCALE 24X36: 1 " =1' -0" A SCALE 11X17: 1/2 ° =1' -0" SCALE 11X17: 1/2 " =1' -0" SCALE 11X17: 1/2 " =1' -0" SCALE 11X17: 1/2 " =1' -0" -- r - a ,k,p, clear ® re® I5 &HWY99 :7 .‘ 0EDAR Oy / � PACIFIC TELECOM SERVICES, OR- POR253 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH •'t � +' ^ A ' / 4 %` EQUIPMENT DETAILS 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH s SEA' 'e LLC POWDER RIVER 4400 CARILLON POINT 10955 SW 65TH AVE r 9 X4 v , eee "„ s.. N.. ew KIRKLAND, WA 98033 TIGARD, OR 97223 NO. DATE REVISIONS BY CHIC APP'D 9lf OF � DRAWING NUMBER REV s. ° Development Services 1. 1C R 0 ....: acct:.: -r :. r..:l:cm -su SCALE: AS .SHOWN DESIGNED BY: PHD DRAWN BY: PHD OR- POR253 -A- CO3 0 ^ CLEARWIRE ANTENNA INFORMATION 6 PART 84010057 & 58 LENGTH: 45.3" - 2' -O° EXCAVATION - WIDTH: 6.1" RAD CENTER WARNING TAPE DEPTH: 2. ‘. SECTOR ANTENNA BAND ® AZIMUTH MODEL QTY. OOWNTILT � AGL � WEIGHT: 13.6 LBS A RED 1 W KATHEREIN 1 0 MOO' / \ / \/ / \/ ‘..,1...:,...;•1'.'2../..4\ ,- \ \ \ / \\ \ \; ° c WHITE 3 700• XATHEAEIN 1 0 mar BLUE 2 tea ee. IUTHEREIN 1 0 0 \ / / \ / ? +' "s : '•'.�•\ / : Y \ I O 6.1" 2.7" D C � 2 NW 23 O112 TBD RADIOWAVE 1 o 135.0D z j \ \ �Z \ \ . ' ' . ;.:; : \ \/ \ r\ MANUFACTURER: TRIMBLE 2 yW 23 CH: TBD RADIOWAVE 1 0 83.00' / \ \/ / / \ / / .�^!, - .:: , : I :: / \ \ \ 2 LW 23 CHS TBD RADIOWAVE 1 0 85.01y r % \ ''' ' \ PART # ACUTIME 2000 a \ / \ / ;w;i: "':;' 7 ; :: / / \/ UNEXCAVATED LENGTH: 5" Gps ANTENNA LOCATION OPTIONS: (1) E Y OUIPT CABINET; (2) ANTENNA NAST; (3) -FRAME; FlEL• Yam �/ / \ \ //\ ` .;;:::. \ / AREA WEIGHT: 6 12 8 OZ LABE WITHIN 12' OF CABLE AT BOTH R ENDS //\ v /\// � ' • : : //\ 2. AT /NEAR TOWER MGB \ . . -''. • .. , • " \\ • COMPACTED FILL PER 3. EITHER PRIOR TO ENTRY INTO THE CABINET FOR A CABLE SUPPORT BRIDGE ,' // // UTILITY CO. REQ. • COORDINATE BACKHAUL INSTALLATION WITH FINAL ENGS 3" OR 4" SCHED. \\ 40 PVC CONDUIT COMPACTED SAND • O ANTENNA NOT TO SCALE O CONDUIT NOT TO SCALE ® GPS , r, y 77 � ANTENNA NOT TO SCALE SPECIFICATION 2' -1" MANUFACTURER: RADIOWAVE - `: // ;::: M0N • o 4 1/2 OD. r = OUNINP CROWAVE MOUNNG _ M E NNA 1 I I all- STANDOFF ARM 4- I' 9 —:. I • —E 1 (ID , I n II �� ()) ANTENNA = I: • • ' Ilal `'" � ®'� I I I .'C O MiCR 1' - 1 I I I It //� MOUNTING PIPE B 'I{ ] I • II ! I I 5 " 11" -O - C, —e• MANUFACTURER: NEXTNET COAX JUMPER FROM I 1 PART 0 BTS -2500 ANTENNA TO BTS — ' = � i LENGTH: 19.3' — BTS Mi WIDTH: 11.3• DEEDEPTH: .1 LBS ill I I MICROWAVE DISH I 1 1 a. , llWA ' . I {\ J�. k 1 (E) STEEL MONOPOLE - ROM BTS OBE jj I 111 ■11 ,' GROUND CABINET . ' i I / I 4 d / 1 i A O ANTEN N A MO SCALE DETAIL © BTS PECSCALEON ® ANTENNA MOUNTING DETAIL I5 &HWY99 %, . clear 1 � ° r ° 1 ED ARC OR- POR253 -A 2 05 - - FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH +d" j' ANTENNA DETAILS PACIFIC TELECOM SERVICES, 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH .. 1 ? LLC POWDER RIVER 4400 CARILLON POINT 10955 SW 65TH AVE - A 6X3 c? DRAWING NUMBER REV 56° "i e, : .,..& a o. 4!' Development Servce�, LLC KIRKLAND, WA 98033 TIGARD, OR 97223 NO. DATE REVISIONS BY CHK AD r P OF OIL'.' ,,,,,: (1:61 24.4:0 r,.: ,1061 913-013 SCALE: AS SHOWN I DESIGNED BY: PHD DRAWN BY: PHD_ OR- P0R253 -A -004 0 - 1 1 d 4 .1 1 9 I UIILIIT-1LU /24UV (E) GRADE TEST WELL (6" OR 8" PVC) EL A N S: TEST LOOP 12" MAX. 1- PHASE, 3W .col -lI'�I , BELOW GRADE WITH HAND REMOVABLE 1. SERVICE POWER TO EQUIPMENT CABINET SHALL BE 120 /24OVAC, - • .1.,3_41 • • + • COVER 40A SINGLE PHASE. ° a to 0 o i COMPACTED _ INISHED GRADE 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY n 0 m I` FILL m .• •���•. ' 1 j, �. ••. •a • ' . 2" CONDUIT T TE EPHO E CO DUIT SHALL START C BE PROVIDED BY CONTRACTOR AND _ _ _ 1 _ I I. N — III — ° ,,, INSTALLED • • ! , j! w F I I I I F I — III I r I I I PER UTILITY REQUIREMENTS AND STANDARDS. I I —III I I -I I I I- 1 � 1 a I II -1 1 1 =11 I -11 I -11 Ij 1 I -i I I -(I I III -III TI- D GROUND ROD COPPER o o w 1-111--Iii - 111 -11 11 1 - • ' 100A METER (BY 3. ALL SER EQUIPMENT AND INSTALLATIONS SHALL COMPLY (E) OR (N) COMPOUND CONTRACTOR) WITH THE MOST RECENT APPLICABLE N.E.C., UTILITY COMPANY AND CLAD STEEL 5/8 "0x 10' -0" � # AWG BCW SOLID . _ I I GRAVEL 1 TINNED BARE COPPER a LOCAL CODE LONG, 10' O.0 (TYP.) l (3) - #3 IN REQUIREMENTS. GROUND RING • O w O I N 1-#4 GND 2" CONDUIT n m j 4. LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, o- -- ' I �? _ _ _- 0- -- a_ - -c- GENERATOR 1 POWER & GENERATOR 2 POWER. LPRs SHALL CADWELD /� �_TT_ ,_ I i — MI 40A CIRCUIT BREAKER BE LOCATED WITHIN NEMA 3R JUNCTION BOX. LPRs SHOULD CONNECTION GROUND CONDUCTOR J • , : i l 1 -: OMPACTED BE FUSED TO ELIMINATE THE RISK OF A LPR FAULT /FAILURE I i # SOLID TINNED BARE I FILL OR UNDISTURBED - CAUSING THE MAIN POWER FUSES TO TRIP. COPPER Ij EARTH (PER LOCAL II SITE CONDITIONS - 5/8 "0 BY 10' LONG ® GROUNDING ROD DETAIL GROUNDING ROD AT 3 - #3 + 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 - w- - - -- SWITCH AND A/C POWER T/SS _ —� —__ (PROVIDED WITH OUTDOOR POWER I r LEGENDS: CABINET) • �, _,__ _ ,__- ,-_ -,__ - ----. (N) G ROUND ROD 3" 0.0. GALVANIZED (N) PIGTAIL FROM GROUND 1 �(TYP OF 2) (N) 100 AMP, STEEL POST AND ® BAR IN TELCO BOX GROUND GROUND ROD 120/240V CAP (6' HIGH) (TYP.) RING. USE CLEARWIRE I 1 -PHASE ELEC. METER MECHANICAL CONNECTION • �� L _____ _____ ___ I (N) PIGTAIL FROM (N) GROUND 0 TEST WELL I 4 BAR IN TELCO BOX TO (N) (N) MECHANICAL i I GROUND RING • • MECHANICAL CONNECTION CONNECTION FROM 1 ,i, (DOUBLE HOLE LUG) BREAKER BOX TO THE IN BOX TELCO BOX. USE # AND TO THE 1 SINGLE LINE D GB N TELCO S PARALLEL THRU WIRE MOLD CONNECTION ® N.T.S. 2 TINNED COPPER IN i (NO CADWELD ON CROWN SITES) LIQUIDTITE CONDUIT I i N) CLEARWIRE GROUND RING I (CONNECTED TO (E) TOWER G GROUNDING CONDUIT T „ GROUND RING WHEN APPLICABLE B (N) INTERNAL SITE I • I SUPPORT TELCO (N) DISCONNECT BOX GROUND BAR I TRENCH (N) ELECTRIC CONDUCTORS Z (N) INTERNAL SITE ' -- e__- c--- c--- e- _-c - - -c- \ FINISHED IN 2" SCH. 40 PVC o SUPPORT CABINET GRADE CONDUIT L, (SSC) GROUND BAR ° I //j / / ›./j �.. ' > \ /�� "' o Z \�� - 911 /, UNDISTURBED SOIL FINISHED GRADE / • UTILITY WARNING ' • 11 TAPE ) ,•• :, 1 a . \ /,. /� / / / ∎ l� \ // COMPACTED SELECT ROCK, �r t '�j� v '' ` " -•' - FOR ELECTRIC AND \ \ \� \ ` ON SITE CMATERIAL) (SUITABLE SAND REFERENCE ONLY L a X I i 2 " X I • SEE TEST NOTES WELL. ® TE CONDUITS 6" 6 OR PEA GRAVEL DEPENDING NOT APPROVED WITH THIS PERMIT ON SITE CONDITIONS c 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. ED t Cl�ial ® t R 1-5 & HWY 99 jjw A . • :/ . .01.p. PACIFIC TELECOM SERVICES, OR- POR253 -A 2 05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH �! '" -O '� /' EE RII & D �UN��DING ■ LLC 4400 CARILLON POINT 10955 SW 65TH AVE c, sae n., +.. ....t . . 1,...”0 POWDER W 0 E R RIVER KIRKLAND, WA 98033 TIGARD, OR 97223 t • 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS DATE REVISIONS BY CHK APP'OCUMENTS JFO PHD RBH `�`�D ' 9T H. + _ O �yF, +.: (:‘ sa-r..:o Fa. ;SCE) 9]3 -e515 DRAWING NUMBER REV s.or.:e... >. Development Services, LLC SCALE: AS SHOWN I DESIGNED BY: PHD DRAWN BY: PHD OF 0R POR253 —A —E01 0 : 1 c 1 e ® , 1 n 1 1. CONTRACTOR SHALL CAREFULLY REVIEW GROUNDING NOTES AND CONSULT WITH CROWN CASTLE FOR SITE SPECIFIC CONDITIONS ANTENNA GROUND LOAD IF THERE SHOULD BE ANY FURTHER CLARIFICATIONS NEEDED • 2. ALL CLEARWIRE SITES LOCATED ON CROWN CASTLE STEEL MONOPOLES, FLAG POLES, COAX GROUND LOAD ' STEALTH SUCK STICK POLES AND SELF SUPPORT LATTICE TOWERS SHALL COMPLY WITH t SECTOR A SECTOR @ SECTOR C MID( THE FOLLOWING CCIC /USA STANDARDS FOR CROWN CASTLE TOWER GROUNDING. (1) ANTENNAS (1) ANTENNAS (1) ANTENNAS (1) TO (3) 3. CLEARWIRE GROUNDING LEADS COMING FROM BOTH ANTENNAS AND COAX GROUND KITS SHALL BE DIRECTED TO A DEDICATED [E] COAX PORT PER SECTOR PER SECTOR PER SECTOR CLEARWIRE BUSS BARS AND SHALL BE LOCATED UP ON A GIVEN POLE OR TOWER NEAR THE BOTTOM OF ANTENNAS BEING OR CORER METAL DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE AND / OR-ANGLE ADAPTORS (E.G. PIROD Ii APPENDAGE 1 � . 1 . / VALMONT GROUNDING BUSS BAR PART NUMBER B2981 [CLEARWIRE CONSTRUCTION MANAGER SHALL CONFIRM BUSS BAR 11 �� \ D • [ � I _ PART PRIOR TO CONTRACTOR PURCHASE OF PART] BEING ANCHORED TO A MOUNTING BRACKET KIT FOR B2372 OR I i 1 EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER B1852 OR EQUIVALENT [W /0 CHERRY INSULATORS]). 1 1 • 1 II r I�� Ii �l 4. ANCHORING OF CLEARWIRE UPPER BUSS BAR SHALL NOT EMPLOY THE USE OF DRILLING, WELDING OR CUTTING INTO THE EXISTING 1 + j MHA 1 I ' u POLE OR TOWER (ALL NEW ATTACHMENT BRACKETS SHALL BE CLAMPED OR MECHANICALLY FASTENED TO POLE OR TOWER. ' (IF APPLICABLE) I 4_ n 1 i t _ 5. CLEARWIRE ANTENNA AND COAX GROUND LEADS SHALL TERMINATE AT UPPER BUSS BAR W/O INSULATORS AT THE NEAR ANTENNA LOCATION • II • ../ J W I TH LEADS NOT CO NTINUING DOWN TH POLE SHAFT OF TOWER LEG (TOWER STRUCTURE SHALL SERVE AS GROUNDING MEDIUM IN ORDER ' y TO ENSURE THAT ALL EQUIPMENT ON THE TOWER IS ON THE SAME GROUND POTENTIAL MAINTAINING ONE COMMON GROUND PLANE). m • ♦ .4, 6. A SECOND CLEARWIRE BUSS BARS WITH STAND OFF INSULATORS (E.G. PIROD / VALMONT GROUNDING BUSS BAR PART % • ' ' i 4 1 111 IiI II NUMBER 82981 [ CLEARWIRE CONSTRUCTION MANAGER SHALL CONFIRM BUSS BAR PART PRIOR TO CONTRACTOR PURCHASE U ' i II A 1 OF PART] BEING ANCHORED TO A MOUNTING BRACKET KIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL • � - d U II CLAMP NUMBER 81852 OR EQUIVALENT DM STANDOFF CHERRY INSULATORS]) SHALL BE ADDED AT THE BASE OF THE 1 ° ♦ d d TOWER TO CAPTURE ANY ADDITIONAL TOWER SURFACE LIGHTNING RESIDUAL SHEETING WITH A DEDICATED CLEARWIRE GROUND � � s = _ _ _ m LEAD BEING DIRECTED TO GROUND AND ATTACHED TO THE EXISTING TOWER GROUND RING (FINAL LOCATION OF BOTTOM OF ®f ® � =a a = o GROUND BUSS TOWER GROUND BUSS BAR SHALL BE APPROVED BY CROWN CASTLE REPRESENTATIVE PRIOR TO INSTALLATION). a d s _ ( ` BAR ® ANTENNA � N � W/O ISOLATORS 7. CLEARWIRE GROUND LEAD FROM LOWER CLEARWIRE BUSS BAR SHALL BE NO. 2 OR 2/0 AWG WIRE AND SHALL � ;' " BRACKET KIT OR �U COAX GROUND ATTACHED TO EXISTING POLE / TOWER GROUND RING WITH PARALLEL THRU WIRE MOLD (E.G. PIROD / VALMONT a Yyy UNIVERSAL CLAMP II II PART NUMBER 171791 OR EQUIVALENT). • Q4 WIRE (TYP) • pn 8..CLEARWIRE GROUND LEADS MAY NOT BE ATTACHED TO EXISTING CROWN CASTLE GROUND RINGS WITH ANY CONFIGURATION OTHER THAN THE BUSS BARR X29818 C HI ETHERNET & COAX "PARALLEL THRU WIRE MOLD" WITH THE LEAD SWEEPING INTO THE GROUND RING IN THE CONFIGURATION SHOWN ON THE GROUNDING PLAN. Ilp CABLES 9, CLEARWIRE GROUND LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS AN. ESTABLISHED An 11 GROUND BUSS BAR POSISTIONED AT THE TOP OF A NONCONDUCTIVE POLE OR STRUCTURE (E.G. WOOD mf a UTILITY POLES, PRE -CAST CONCRETE POLES, BUILDINGS, FIBERGLASS STRUCTURES, ETC.) SHALL EMPLOY THE ® ®a._ = =� = __ USE OF SEPARATE GROUND LEAD CONDUCTORS RUNNING DOWN THE POLE OR STRUCTURE TO A BUSS BAR GROUND BAR ° e ® a a __ ;= e e - - - - - - v ° AT THE BASE OF THE POLE OR STRUCTURE AND FURTHER RUNNING INTO AN EXISTING GROUND RING. O s , 5 N.T.S. oil 11 amm........ - u tl NOTE: 1- 0B In IB ANTENNA o ALL CONNECTIONS TO BE CADWELDED n8 = USE MECHANICAL CONNECTIONS ONLY On GROUNDING BUSS BAR AND 01 WEATHER SEAL ) :�) ATTACHMENT KIT WITHOUT INSULATORS WITH THE WRITTEN APPROVAL OF THE BOLTED TO REPLACEMENT POLE CONSTRUCTION MANAGER ® % I" _ `, • HOISTING GR TD BE INSTALLED BELOW 0 %, :-:::-7=r, p ( 3 ' JUMPER I, I� • ' 1��j` DIN MALES I�',.�i, � . B Ia. _;a BTS MASTER BUSS BAR GROUNDING KfT L. INSTALL GROUNDING KIT REFERENCE ONLY W/ ISOLATORS = _ ABOVE COAX CONDUIT ,. NOT APPROVED WITH THIS PERMIT GROUNDING BUSS BAR AND [E] GROUND RING ATTACHMENT KIT ® BASE • (SEE TOWER GROUNDING GROUNDING BUSS BAR1 OF POLE SCHEMATIC) 4 2 SOLID BARE CAABINET BINET E BUSS BAR AND ATTACHMENT KIT C SITE SUPPORT TINNED COPPER BOLTED TO TOWER W/ TO GROUND RING GROUND WIRE STANDOFF INSALOTR / SUPPORT CABINET #2 SOLID BARE TINNED V COPPER GROUNDING I \ d #2 SOLID BARE TINNED LEADS. (TYPICA 1 COPPER GROUNDING LEADS (TYPICAL) - A #2 SOLID BARE TINNED It I COPPER GROUND RING. 4 '8 'i O ANTENNA GROUNDING DIAGRAM �. ® I O TOWER GROUNDING SCHEMATIC A N.T.S. N.T.S. o m 1 -5 & HWY 99 ' clea w r e ° ; AR y� ; OR- POR253 -A ©05 -08 -08 FINAL CONSTRUCTION DOCUMENTS PHD PHD RBH 4 !. - + GROUNDING DETAILS & a „ PACIFIC TELECOM SERVICES, 1 04 -18 -08 PRELIMINARY CONSTRUCTION DOCUMENTS JFO PHD RBH LLC POWDER RIVER 4400 CARILLON POINT 10955 SW 65TH AVE " ' 600 V � _ DRAWING NUMBER REV aaa . -.+ ;.;... S., 3. .1,0 Development Services, LLC KIRKLAND, WA 98033 TIGARD, OR 97223 NO DATE REVISIONS BY CHK APP l f. OF O 'iy�i, ,".: u:6) 342 -KF,0 fa.: (24a) 923 -013 SCALE: AS SHOWN I DESIGNED BY: PHD DRAWN BY: PHD OR— P0R253 —A —E02 - 0 I c 1 A 4 z I 7 I