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Plans . , R LCW Wireless, LLC dba ry vU n /' C��0 Cricket LCW • V r 0 3995 Fairview Industrial Drive SE 0 //• 1 ZO c Suite 120 Lcw W . • oU Phone 503R 95 -7833 Ire e s s a ri et L d ft /' 0 N Fax: 503 -318 -7840 i. I DEFERRED I El fire Sprinkler ( Fire Alarm ALCOA M echanical Alcoa Wireless SITE NAM plumbing Services Eiec`ricai CCP 3 420 FOSTORIA WAY. SUITE A100 TIGARD (MASONIC LODGE1 Truss raineng _ O SCE x5) 3- 052 B (2 j 27 816 I Shop Drawings s Other --'—' SITE NUMBR: (PRDJ. I v i_! of Tigard ( DRAWN BY: B.K.U. • P DX- 15 A flpip roved Plans ( CHECKED BY: R.D.B. - (T-MOBILE SITE No.: PO- 04037 -C / KING CITY) 0.00‘.-coVY SUBMITTALS I , f, ` 5 8 -1.06 INC. ADDTL. 7- MOBILE CMNTS. 1344o GU� C y) 4 7/31/06 100% CONSTRUCTION DRAWINGS D ate \ ��u��uupul�un /� COLLOCATION ON AN EXISTING 100' TALL STEALTH TOWER AT MASONIC LODGE TEMPLE / 3 7/12/06 INC. 7- MOBILE COMMENTS .\\ \ //� \ 3 0 O o 4j 2 6/23/06 INC. ADDITONAL COMMENTS 300 , c � • 60 j 1 6/22/06 90% CONSTRUCTION DRAWINGS ti Q a c 0 5/26/06 ISSUED FOR REVIEW =270 90 • THE INFORMATION CONTAINED IN eo t2o' PROPRIETARY F BY O NATURE. S ANY ENGINEER C . SIMON & ASSOCIATES. INC. SITTI GARD r (MASONIC LODGE) // k /1/(711 \� \ \�\ USE T TOLCW 605 E. MCLOUGHLIN BLVD. ' I STRICTLY PROHIBITED. VANCOUVER, WA 98663 SITE NUMBER: MAGNETIC DECLINATION . PDX -153 -A —� -, PHONE: 360 -694 -6019 FAX: 360- 694 -6225 I _ - - y . � . � ` O . rn 0 Oia. y r— eta �/� {�`>t' F CONTACT: ROD BURROWS. PE s I: T _` r — 41 r ` S THE FOLLOWING PARTIES HEREBY APPROVE AND Cj SITE ADDRESS: NO DESCRIPTION " Js �'��' ( ACCEPT THESE DOCUMENTS AND AUTHORIZE THE t • AH �' T- MOBILE SITE CONTACTS: 13680 SW PACIFIC HWY. -s- i 0.. �" -- c1 '�• � Y..O`^ « m u OT 1) s ! q s� i CONTRACTOR TO PROCEED WITH THE I�0 PE �l DAVE FISHER: 503- 267 -0717 TIGARD, OR 97223 i 1 1 (�= _ T -I TITLE SHEET a d _ ' ��£ , CONS TRUCTION DESCRIBED HERIN. ALL DIAN TARDIFF: 925 -288 -6746 WASHINGTON COUNTY /-j, L I "- --, ,-a` * - ° ?5 r r u ' DOCUMENTS ARE SUBJECT TO REVIEW BY THE 2380 BISSO LN., SUITE A C -I SITE PLAN ,"1. "iDd1 s. c.a da, CONCORD, CA 94521 LAT. 45° 25' 14.041' N LON. 122° 47' 3.72r W � j I? ; , :a P `� �s w LOCAL BUILDING DEPARTMENT AND MAY IMPOSE OREGON NOC: 888- 662 -4662 C -2 ENLARGED SITE PLAN _ 9.. � ; ' � a s h CHANGES OR MODIFICATIONS. 5-14-90 - • CODE BLOCK: C -3 ELEVATIONS '' 1 1 ' � mcanw.° sreao..o f j� u• Part LCW PROP.: 9 . APPLICANT: BUILDING CODE: 2004 OREGON STRUCTURAL SPECIALTY CODE w O -" , /% y+w..1sl� swr,aw�,. Q � . - • 1 . / e • LCW WIRELESS. LLC DBA CRICKET LCW 2002 NATIONAL ELECTRIC CODE C - ELEVATIONS G en. I 7 Sr/ DA TE: Vv de 3995 FAIRVIEW INDUSTRIAL DRIVE SE PROPOSED EQUIPMENT OCCUPANCY: U C -5 ANTENNA AND COAX DETAILS s I T SIT -, 5-„D _ 1 - — S SUITE 120 (UNMANNED TELEPHONE EQUIPMENT AND ANTENNA) I g„Mw � 'p, BO vTau Ieu; SITE- u I LCW R.F.: .�.. > i s SALEM. OR 97302 WATER SUPPLY: NONE C -6 EQUIPMENT PLATFORM & CABINET TAILS r ! / 31 s ■ ATTN.: SCOTT SHANNON WASTE WATER: NONE 9 777 1s cr• .. � �A..s, _y >—r''' DATE: • PHONE: 503 -315 -7833 PLUMBING: NONE E -I UTILITY LAYOUT PLAN I. ( ARd pd `^ J ! ^ `° - TIGARD FAX: 503 -318 -7840 CONST. TYPE: TOWER - V -B I " �B9 MO1"dA s. �c�.w�u A i P•IM °°l5 � f E -2 SINGLE LINE DIAGRAM AND DETAIL ` /, i ` __ ("- I LCW NEToPS: (MASONIC L O D GE) • APPLICANT CONTACT: THE PROPOSED PROJECT INCLUDES: E -3 POWER /TELCO (PTC) DETAIL LOCATION MAP ttt DATE: PDX-153 -A CASCADIA PM NEW EQUIPMENT PLATFORM G -I ' GROUNDING PLAN AND DETAILS 1 LCW CONST.: 13680 SW PACIFIC HWY. 5501 NE 109TH CT., SUITE A NEW ELECTRICAL SERVICE Y I FROM LCW WIRELESS OFFICE, START OUT GOING NORTHWEST ON TIGARD, OR 97223 VANCOUVER, WA 98662 NEW TELEPHONE SERVICE G -2 GROUNDING ELEVATION FAIRVIEW INDUSTRIAL DR. SE TOWARD REED DR. SE 0.8 MILE W ASHINGTON COUNTY ATTN.: DON LARSON NEW ANTENNAS AND ALL ASSOCIATED PARTS TURN RIGHT ONTO MADRONA AVE. SE 0.5 MILES, TURN LEFT DATE: G - GROUNDING DETAILS ONTO 25TH ST. SE 0.7 MILES, TURN SLIGHT RIGHT <0.1 MILES, INTERCONNECT: 503 - 936 - 3820 TURN SLIGHT RIGHT ONTO MISSION ST. $E /OR 22/0R ELECTRIC GN -I GENERAL NOTES SHEET I -. BR /SALEM Hwr. CONTINUE TO FOLLOW OR -22/0R -99E BR 1.1 SHEET TITLE: LCW WIRELESS CONTACT: BILL NIBLER GN -2 GENERAL NOTES SHEET 2 MILES. MERGE ON I - VIA EXIT IB TOWARD PORTLAND 38.3 DATE: Q.D.Q. COMPLIANCE - MILES. MERGE ONTO OR - 217 VIA EXIT 292A TOWARD FACILITY IS UNMANNED AND NOT TELCO GN - GENERAL NOTES SHEET 3 TIGARD /BEAVERTON. TAKE THE OR - 99W EXIST (EXIT 6) LCW SITE DEV. MGR. TITLE SHEET FOR HUMAN HABITATION TOWARD TIGARD /MCMINNVILLE. TURN LEFT ONTO SW PACIFIC DATE: LCW WIRELESS CONTACT: BILL NIBLER Hwr. /OR -99W. SITE IS AT A MASONIC TEMPLE AT 13680 SW THIS FACILITY SHALL MEET OR PACIFIC HWY. EXCEED ALL FAA AND FCC PROPERTY OWNER.: SHEET NUMBER: REGULATORY REQUIREMENTS DATE: CONSULTANT TEAM PROJECT SUMMARY SHEET INDEX SITE DIRECTIONS APPROVALS T-1 / LCW Wireless, LLC ' / \ dba / / / Cricket LCW / / N 3995 Fairview Industrial Drive SE N Suite 120 I POWER SER • ./ I NG UTILITY PO / \_ EXISTING Salem, OR 97302 VI / / APARTMENTS \ / BUILDING Phone: 503 - 315 -7833 / / Fax: 503 -318 -7840 0 . j %: . \ i p \ \ ALCOA ■ v � /�°' \ Alcoa Wireless ' / o Services 3420 FOSTORIA WAY, SUITE A100 \ , . .f ' N. D- \ '. SAN RAMON CA. 94583 / EXISTING EXISTING Office 925) 327 -7116 Fax ( ' / APARTMENT APARTMENT �25) 327 -0521 TAX LOT 100 BUILDING BUILDING \ / / 0.91 Ac. I CAS I' \ / / / fp' I DRAWN BY B.K.U. 1 WITH TELCO SERVICE . 4. EXISTING UTILITY POLE \ / / / �• I CHECKED BY: R.D.B. 1 ■ ■ \ EXISTING / / / \ ASPHALT PARKING — \ , SUBMITTALS / r�7 5 8 - 1:06 INC. ADDTL. T- MOBILE CMNTS. ♦ 4 7/31/06 100% CONSTRUCTION DRAWINGS / I b 3 7/12/06 INC. T- MOBILE COMMENTS / ■ / p 2 6/23/06 INC. ADDITONAL COMMENTS / ♦ NEW UNDERGROUND ELECTRICAL —\> 4 • \ EXISTING TRANSFORMER 2 2 j ♦ CONDUIT FROM EXISTING TRANSFORMER / / / I 6/22/06 90% CONSTRUCTION DRAWINGS / / / O' ` TO SITE 7 0 5/26/06 ISSUED FOR REVIEW • , THE INFORMATION CONTAINED IN / / � ♦ / THIS SET OF DOCUMENTS IS $111phlo 1`1 / / - EXISTING PROPRIETARY BY NATURE. ANY ► / / APARTMENT USE OR DISCLOSURE OTHER THAN .. .' / � THAT WHICH RELATES TO LCW IS N PROPOSED W ` 1 1' LESS LEASE AREA // BUILDING STRICTLY PROHIBITED. INSIDE EXIS G F CED ENCLOSURE pQOFtSS10 / �, RGE� :LAN OF THIS AREA.) i \►. \_EXIST�FG BUILDING E' (SEE DWG. C2 FOR 1 " / EXISTINs BUILDING \(W • \ (MASONIC LODGE) EXISTING ? C > \ 12A(11 / 4 (CHUR • • • APARTMENTS ) � fore • BUILDING ,fir A N �• 4 . N • / •• OREGON ,' 6 -14 9e / . „, �i �� ". t2-3i.- • e o ,� � • TIGARD _ (MASONIC LODGE) - - — — — — — PDX - 153 - � ` ' A I 13680 SW PACIFIC HWY. Will TIGARD, OR 97223 ` �_ - /` WASHINGTON COUNTY •3,, %'' �' ti 'r - , �.• `I SHEET TITLE: I i ' 4 SCALE: SITE PLAN 1,1 % . I 20' 0' 20' 40' 60' tr■lemo NE - , I I I I 1 " =40' (11x17) 1 " -20' (24x36) SHEET NUMBER: C - 1 SITE PLAN I 1 �p � 4-/ ► • b Q , LCW Wireless, LLC \ \ dba 1�/ �/ r ' • 1Pe \ \ EXISTING BUILDING Cricket LCW • ' r 11 (MASONIC LODGE) �5 \ 3995 Fairview Industrial Drive SE � %// 1 ��* 11 0 0 N Spice 120 Salem, OR 97302 EXISTING LANDSCAPE // •' ' 111111 I • \ Phone: 503 -315 -7833 Fax: 503 -318 -7840 BEDS /// / 0/111 \ N 11 0 1 \ N ea / ,,.. a' ; . • . Ire /11 AL.COA ROD TO LOWER MAKE ROOM FOR NEW El RELOCATED Ew PMENTT ! • 1111 • • r ' l' 1 11 1 1 �`� ' , / \ Alcoa Wireless ' TFORM , 1 � °� rvices . • I ►` 111 — �Gy- =C' �pPf \ 3420 FOST WAY, SUITE A100 • 4410 1 �, �� N �c'� �c�• N SAN RAM CA. 94583 ` j :.., . it , 1 ■ � � k , .• c • } G , Office (925) 327 -7116 O l vi • 1 � Q c,P Q/ F' C Fax (925) 327 -0521 EXISTING LANDSCAPING TO REMAI'4 (TYP.) � r , - • 111E .. • G ‹ ZQ • \ O A' CAS N 1 11 1 1 ° , 0 � . / p P e _ 111 ` �\\/ _ } c am \, - � s7 ( PROD. NO.: I 1 111 <L, 0 1 . .y J, p, C ::: � tiC OiY ma STEALTH TOWER ∎1 1 �\ '' 1141 :, � \p��\� 1��1 NEW TELCO CABNET ON EXISTING . I �P�G \ /I► '``�� ,.• , ,t```: ` ` `` N. 1 1 1 VERIZON H -FRAME \ i'1' • � � ►� /....... C � ° ° • � ' a SUBMITTALS F i G �� :.: a 1 1, ► G 3 \ t 1 ,, 1 1 1 \\ ��;` \ '11, 11. EXISTING VERIZON H -FRAME \ /lp p � 40.' 11 111, y I ^ I EXISTING RETAINING WALL \ 5 8-1r06 INC. ADDTL. T Mp91LE CNNTS. V 141k� m • . . 4C: ' 111 C 7/31/06 10094 CONSTRUCTION DRAWINGS 3 � ma y \ ~� : 8 , • � " 41 �11' � �� 1% ��1� NEW CEDAR FENCE ON TOP OF EXISTING \ EXISTING 200A PANEL \� �� dlljjll O 1 1�1�.4 ` `1 1 RETAINING WALL TO BE ERECETED BY N INC. T MOBILE COMMENTS +� 1 i 1 1 11 1 LCW WIRELESS. NEW FENCE TO MATCH 2 6/23/06 INC. ADDITONAL COMMENTS , • ' \� 1 1 , 111 1 1 1 11 1 11`1 EXISTING FENCE AT SITE. N I 6/22/06 90% CONSTRUCTION DRAWINGS PRO ON NEW L 4 x6 EQUIPMENT PLATFORM < , • �� ' ‘V, 1 1111� 401P 1 1% 1 11 \ 0 5/26/06 ISSUED FOR REVIEW ON CONCRETE PIERS \' ' . 1�.Ili 1 11 11 1 1 (` 1111 N T H E I S FOR OT D IN PROPOSED LCW WIRELESS ICE - BRIDGE N• ' • • • % ` ` 9 1 10 9 1 USE OR THAN WITH GPS MOUNTED SUUPPORT EXTENDED T �� 4 1 1 1 1` 1' D 11% 1I THAT STRICT LEPROHIBITODCW IS • PROPOSED PTC CABINET 11 11;1 1 111 S4 • 1 ` VIpRS0 NEW GROUNDCOVER IN FRONT 1111 1 1111 1 O, � v '. c . 4 F� • Q � " �_ oir '"''' �� C [[ OF NEW FENCE AND GATE ` 11 1 1 11 11 11 ' 0.•.' e d 9� 1 C _ ' 18403 PE ! • 1 1 1 1 .1 1 S S C' N 4 NEW METERBASE &DISCONNECT ,I n. C 4 ) , 4, • , EXISTING ING WALL WITH 6' CED� 1111111j11 • ' • ` 'D O~ N �� FENCE ON TOP (TYP.) 11 1 1 1 • ° 1�l�• • ... `� EXISTING EXTRUDED CURB ° . • 411 4D. pV ' % . 4? E XISTING ASPHALT TIGARD ) 41 PARKING /DRIVEWAY \ EXISTING ICE - BRIDGE (OTHER CARRIER) �. (MASONIC LODGE \ Q o . PDX -153 -A 13680 SW PACIFIC HWY. OR 97223 1 i EXISTING EQUIPMENT OTHER CAR \ WAS IING COUNTY 1 N7 4 Alp SHEET TITLE: EXISTING CONCRETE EQUIPMENT SLAB (OTHER CARRIER) ENLARGED SITE PLAN 1 tic 1 /ti ` EX ISTING LANDSCAPING TO REMAIN (TYP.) SHEET NUMBER: 10 1111141kw C-2 ENLARGED SITE PLAN SCALE: 3116 " =1' I 1 SCALE: SCALE: LCW Wireless, LLC 4' 0' 4' 8' 12' 4' 0' 4' 8' 12' dba 1/8 " =1' (11x17) 1/8" =1' (11x17) Cricket LCW 1/4 " =1' (24x36) 1/4 " =1' (24x36) 3995 Fairview Industrial Drive SE Suite 120 Salem, OR 97302 I Phone: 503 -315 -7833 Fax: 503 -318 -7840 • ta . I ALCOA • Alcoa Wireless Services 3420 FOSTORIA WAY, SUITE A100 SAN RAMON CA. 94583 Office (925) 327 -7116 -IR in Fax (925) 327 -0521 II tll 1 1 ul I CAS _ I II II II II PROD. NO.: II II PROPOSED LCW WIRELESS THREE -IN -ONE ANTENNA CONCEALED PROPOSED LCW WIRELESS THREE -IN -ONE ANTENNA CONCEALED II II II II INSIDE A 26 "0x8' LONG CYLINDER INSTALLED INSIDE THE EXISTING INSIDE A 26 "0x8' LONG CYLINDER INSTALLED INSIDE THE EXISTING II III I DRAWN BY: B.K.U. I II II MONOPOLE WITH RAD. C.L. AT 71' A.F.G. MONOPOLE WITH RAD. C.L. AT 71' A.F.G. II II 1L91 11.11 I CHECKED BY: R.D.B. I 2 w w O 0 SUBMITTALS I- PROPOSED LCW WIRELESS 7/8 "0 COAX (TYP. OF 6) INSIDE PROPOSED LCW WIRELESS 7/8 "0 COAX (TYP. OF 6) INSIDE I- x EXISTING MONOPOLE EXISTING MONOPOLE x j 1- 5 8 - INC. ADDTL. T- MOBILE CMNTS. g I— /. 7/31/06 100% CONSTRUCTION DRAWINGS N N _ C7 0 3 7/12/06 INC. T- MOBILE COMMENTS Z Z ■ ,X EXISTING 100 TALL STEALTH TOWER EXISTING 100' TALL STEALTH TOWER x 2 6/23/06 INC. ADDITONAL COMMENTS to I w I 6/22/06 90% CONSTRUCTION DRAWINGS tl U- O - — 0 0 5/26/06 ISSUED FOR REVIEW 0 • z "0 "C ".; 0 THE INFORMATION CONTAINED IN z Z THIS SET OF DOCUMENTS IS o , Li o PROPRIETARY BY NATURE. ANY o z z o USE OR DISCLOSURE OTHER THAN a THAT WHICH RELATES TO LCW IS V) N cn STRICTLY PROHIBITED. cc) Lu w _1 w cc c j '1+ V:fs WI 3 • U 18403 PE le 3 N 0 o It.. OREG:•QN a- o O a EXISTING ICE - BRIDGE (OTHER CARRIER) a II 0 w o 6 EXISTING LANDSCAPING TO REMAIN (TYP.) EXISTING 6' CEDAR FENCE 0) difl ci °a PROPOSED LCW WIRELESS EQUIPMENT CABINET PROPOSED LCW WIRELESS EQUIPMENT CABINET o D. WO oc EXISTING LANDSCAPING TO REMAIN (TYP.) TIGARD R PROPOSED LCW WIRELESS ICE - BRIDGE - - - - - - . .- -•-•-•-•-•-•-•-.-•-•-•-•- •- •- •- •- •- •- •- •- •- •- •- •- • -• -•- — - - - - - - - - - - -, (MASONIC LODGE) 1 EXISTING GATE EXISTING BUILDING ` — EXISTING BUILDING j PDX -153 -A I (MASONIC LODGE) \ (MASONIC LODGE) • EXISTING ICE - BRIDGE OTHER CARRIER BEHIND BEHIND —� 1 13680 SW PACIFIC HWY. • t_. . — — — .— .— .— . —. —. —. .—.—.—.—.— .— .— .— .— .— .— .— .— .— .— .— .— . —. —.— — .— .— .— .— .— .— .— .— .— . —..J TIGARD, OR 97223 WASHINGTON COUNTY I EXISTING 6' CEDAR FENCE j ' -�l-_I I I 'I SHEET TITLE: 1 J r I ■ TOWER ELEVATIONS .�; . r �,r�� ,�'I .�.� r - I , I `/� ` - -- . : t & ® 111 � SHEET NUMBER: •' III Ii 1l� `n MI~'I ,_ i % - , �, '�`I'I 4 0 . 0. 4 !' Ill �� 11171111 t1171111 I II II . C -3 • SOUTH ELEVATION 11 _ WEST ELEVATION • 1 2 • SCALE: SCALE: 4' 0' 4' 8' 12' 4' 0' 4' 8' 12' LCW Wireless, LLC :: :: _ �1JJJJ t JJJJ�t. dba 1/8 " =1' (11x17) 1/8" =1' (11x17) Cricket LCW . 1/4 =1' (24x36) 1/4 =1' (24x36) 3995 Fairview Industrial Drive SE Suite 120 Salem, OR 97302 ' Phone: 503 -315 -7833 Fax: 503-318-7840 El ALCOA - Alcoa Wireless Services 3420 FOSTORIA WAY, SUITE A100 SAN RAMON CA. 94583 Office (925) 327 -7116 Fax (925) 327 -0521 CAS Ill] 11111 I PROD. NO.: - -- II II II m I DRAWN BY: B.K.U. I . PROPOSED LCW WIRELESS THREE -IN -ONE ANTENNA CONCEALED II II II HI PROPOSED LCW WIRELESS THREE -IN -ONE ANTENNA CONCEALED INSIDE A 26 "4x8' LONG CYLINDER INSTALLED INSIDE THE EXISTING II II II II INSIDE A 26 "0x8' LONG CYLINDER INSTALLED INSIDE THE EXISTING MONOPOLE WITH RAD. C.L. AT 71' A.F.G. 11 II 10111 MONOPOLE WITH RAD. C.L. AT 71' A.F.G. I CHECKED BY: R.D.B. all ILE W 2 SUBMITTALS 3 3 PROPOSED LCW WIRELESS 7/8 "4 COAX (TYP. OF 6) INSIDE ° ° PROPOSED LCW WIRELESS 7/8 "0 COAX (TYP. OF 6) INSIDE 5 8 - - INC. ADDTL. T-MOBILE CMNTS. EXISTING MONOPOLE x x EXISTING MONOPOLE W 1.. 7/31/06 100% CONSTRUCTION DRAWINGS N N 3 7/12/06 INC. T- MOBILE COMMENTS Z CD 6/23/06 INC. ADDITONAL COMMENTS N N I 6/22/06 90% CONSTRUCTION DRAWINGS EXISTING 100' TALL STEALTH TOWER x 5Z EXISTING 100' TALL STEALTH TOWER _ w Li 0 5/26/06 ISSUED FOR REVIEW 4_ • 0 0 O ■ THE INFORMATION CONTAINED IN a o o a - THIS SET OF DOCUMENTS IS Z 1..-_ �I PROPRIETARY BY NATURE. ANY i ,, Z USE OR DISCLOSURE OTHER THAN z ° o ° o z THAT WHICH RELATES TO LCW IS a - a STRICTLY PROHIBITED. N N r.•dr. .. Li �E�QbfESSYq V) Cl) J p J cc ce U U IV 10703 PE 1,(% 0 0 - - 4 W w ' p L�^^ N O O OREGON .. . o 0 5-14-95 a a EXISTING ICE - BRIDGE (OTHER CARRIER) G . o o 1 1• I EXISTING 6' CEDAR FENCE D. BO° c_i Li O 0 a a cc ce • TIGARD ' EXISTING LANDSCAPING TO REMAIN (TYP.) R n (MASONIC LODGE) PDX -153 -A - EXISTING BUILDING I I EXISTING BUILDING 13680 SW PACIFIC HWY. • (MASONIC LODGE) TIGARD, OR 97223 (MASONIC LODGE) BEHIND W IN FOREGROUND . � WASHINGTON COUNTY ._._._._._._._._._._._ I I SHEET TITLE: I I TOWER ELEVATIONS I' ' I I '' i ' • I '• I SHEET NUMBER: ► _ ,�,, r �, r :Ito r�. , r, , r.. 4 11 :r : li :li :1i, :! :1 1 . ( .I II .11 '11 I II,':11, III,';II 111, ill, C-4 • NORTH ELEVATION 1 3 EAST ELEVATION 14 LCW Wireless, LLC dba ANTENNA INFORMATION * Cricket LCW • SECTORS 1,2, &3 3995 Fairview Industrial Drive SE QUANTITY 1 Suite 120 MFR KMW Salem, OR 97302 . MODEL ONE THREE SECTOR ANTENNA; HB- X- PA- 17- 65 -00T Phone: 503 -315 -7833 WEIGHT (LBS) 20 Fax: 503-318-7840 DIM (IN- HxWxD) 6.14 "0x51.93" ANTENNA GAIN (dBi) 15.3 SF c 70 63 AZIMUTH 65 R 7 BEAMWIDTH a ELEVATION q BEAM WIDTH 7 ti ALCOA ALCOA RAD CENTER - (FT) 71 — Alcoa Wireless AZIMUTH Le AZIMUTH 3001 Services (DEG) 30,150,270 I-- - �• 7 �d . 3420 FOSTORIA WAY, SUITE A100 ELEC. DOWN E`'i SAN RAMON CA. 94583 • (DEG) ffice (925) 327 -7116 ( ) 2 — y CABLE INFORMATION (six COAX REQ.'D/TWELVE JUMPERS REO'D JUMPERS) Fax (25) 327 -0521 COAX CABLE r� . I CAS _ M I FR ANDREW O PROD. NO.: COAX MODEL CABLE AVA7 -50 IP\''-§' I DRAWN BY: B.K.U. I . L COAX CABLE DIA (IN) 7 / 8 I CHECKED BY: R.D.B. I COAX LENGTH (FT) 91 COLOR CODE YELLOW /BROWN SUBMITTALS (TX) COLOR CODE 5 8 INC. ADDTL. T- MOBILE CMNTS. (RX) YELLOW /WHITE I. 7/31/06 100% CONSTRUCTION DRAWINGS JUMPER ANDREW 3 7/12/06 INC. T MOBILE COMMENTS MFR JUMPER 2 6/23/06 INC. ADDITONAL COMMENTS MODEL L4A PDMDM - I 6/22/06 90% CONSTRUCTION DRAWINGS JUMPER 0 5/26/06 ISSUED FOR REVIEw LENGTH (FT) 3 N CONNECTOR ANDREW THE INFORMATION CONTAINED IN MFR THIS SET OF DOCUMENTS IS CONNECTOR A7TDF -PS NOT USED I 2 ANTENNA ALIGNMENT DETAIL SCALE: NTS I 3 U E THAN MODEL THAT WHICH RELATES TO LCW IS STRICTLY PROHIBITED. * KMW ANTENNA MODEL No.: HB— X— PA- 17- 65 —OOT IS THREE ANTENNAS IN ONE CONCEALED INSIDE A 26 "0x8' LONG CYLINDER TO BE INSTALLED GPS ANTENNA INSIDE THE EXISTING MONOPOLE. SIX 7/8 "0 COAX ALSO RUNNING INSIDE ________ MINIMUM OF 75% OR OBSTRUCTIONS MUST �( THE EXISTING MONOPOLE ARE ALSO REQUIRED. 270' IN ANY DIRECTION \ BE BELOW 15' f ./ 9 1 -1/4 SC 40 GPS ANTENNA _ 18403 PE S ■ STAINLESS STEEL WI , OR GALV. PIPE A 1. EACH LINE OF COAX SHALL BE LABLED PURSUANT TO THE COLOR CODING SCHEDULE 12" BEFORE ANY CONNECTOR. COLOR CODING METHOD IS BY MEANS OF 1" WIDE COLORED PIPE CAP O REG� N ! ELECTRICAL TAPE WRAPPED AROUND COAX THREE TIMES TO PRODUCE A STRIPE. (I.E. TWO RED WILL HAVE TWO STRIPES) (3M SCOTCH SUPER 88 ELECTRICAL TAPE -ALL + .0 t� - 3�.0 WEATHER, HEAVY DUTY, ABRASION RESISTANT, FAST BUILD UP, UV RESISTANCE NEM TAPE - 3/4" WIDE). GPS MINIMUM SKY VIEW REQUIREMENTS QR► 2. ALL MAIN COAX LINES WILL BE GROUNDED AT SPECIFIED LOCATIONS AND ACCORDING TO �'" MANUFACTURER'S SPECIFICATIONS. ICE BRIDGE SUPPORT PIPE NOTES: TIGARD • 3. ALL INSTANCES WHERE THE COAX HAS BEEN CUT, MODIFIED, SPLICED, OR STRIPPED 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL (MASONIC LODGE) SHALL BE PROPERLY SEALED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. BE IN ACCORDANCE WITH THE FINAL RF REPORT. • El IIS PDX -153 -A • EXOTHERMIC 101 - 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A 4. ALL COAX IS TO BE PROPERLY INSPECTED UPON RECEIPT AND SHALL BE HANDLED EX 1 1/4" PIPE TO STANDARD 1 - 1/4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL 13680 SW PACIFIC HWY. ACCORDING TO THE MANUFACTURER SPECIFICATIONS. IT SHALL NOT BE BENT BEYOND CONNECTION 3" PIPE CLAMP OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT TIGARD, OR 97223 SPECIFICATIONS. (TYP.) Ell IIIIII3111 THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE WASHINGTON COUNTY 5. COAX SHALL BE FASHIONED TO SHED WATER IMMEDIATELY BEFORE ENTRY INTO CIIIIln REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR INTERIOR AREAS OF THE EQUIPMENT. CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHEET T ITLE: 6. ANTENNA AZIMUTHS ARE DEGREES OFF OF TRUE NORTH, BEARING CLOCKWISE, IN WHICH #2 AWG BCW U: GROUNDING KIT SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. THE ANTENNA FACE IS DIRECTED. ALL ANTENNAS (AND SUPPORTING STRUCTURES AS !I 1/2 " - COAX CABLE MINIMUM ANTENNA AND PRACTICAL) SHALL BE ACCURATELY ORIENTED IN THE SPECIFIED DIRECTION. BENDING RADIUS PER • 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH COAX DETAILS TO GROUND MANUFACTURER'S STANDARD THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF 7. SWEEP TEST SHALL BE PERFORMED BY GENERAL CONTRACTOR AND SUBMITTED TO LCW #6 AWG GROUNDING KIT CABLE THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. ' REPRESENTATIVE TEST SHALL BE PERFORMED PER LCW STANDARDS. 4. DO NOT SWEEP TEST GPS ANTENNA. SHEET NUMBER: C -5 ANTENNA INFORMATION SCALE: NTS 11 GPS ANTENNA DETAILS SCALE: NTS 1 4 6' 3' -8" 4' -4" NORTEL CMO CABINET DIMENSIONS: 55 "H x 4' -4 "W x 3' -0" D LCW Wireless, LLC NORTEL CM0 CABINET WEIGHT (INCLUDING BATTERIES): 2300 lbs. dba NORTEL CLIO CABINET MINIMUM CLEARANCES I I 1 t_____ CABINET FRONT 55" Cricket LCW r' i 1 I I f CABINET REAR 12" __J ®I -- L t + + g1= _ ANCHOR CMO CABINET TO PLATFORM CABINET LEFT 25.3" FROM WALL 3995 Fairview Industrial Drive SE / I \ I L t WITH 4 EA. 5/8 "0 STEEL BOLTS WITH CABINET RIGHT 6" Suite 120 r I \ L - i_ I 3" STEEL WASHER AND DOUBLE NUT ABOVE THE CABINET 0" Salem, OR 97302 / ! \ \ I (ONE BOLT (0 ' EA. CORNER) Phone: 503- 315 -7833 - I Fax: 503-318-7840 (— I I ---- - I NORTEL CMO CABINET r SEE DWG. C6 I 125 ALCOA _ F---- a 1 - PREFABRICATED EQUIPMENT PLATFORM Alcoa Wireless I---- EMI 302 - 999 -0001 Services I (HEAVY DUTY 4'x8' PLATFORM) :' -6 3/4" 3420 FOSTORIA WAY, SUITE A100 I,__ OR EQUAL SAN RA CA. 94583 '\ l I 2' -4 3/4 4' -4" 1' -10" Office ax( L- 7/8 "_ i � � - - - - - - - - - U I 2" r.,,_10 " 1'3/4 " -- --1' -9 5/8" 1 3/4" j j'�� I-c-- _ �- ,- - -� I' - T I I-- i I CAS PRO1.NO.: "- / I r0 O I • )--- j / �\ � � { i _ } I DRAWN BY: B.K.U. I -. / i / / / /� / -ill N I CHECKED BY: R.D.B. I / /�/ ■ i- / j� �. . I .. r 1 '�' / I � 1 I' I , �N / - -r, /� 14 1 12 " CONCRETE PIER (TYR) I SUBMITTALS C_ C — j _ ' / \ 1 }, T j PLAIN CONCRETE . `i i / I ' \ /7 j / _� I I 5 8 - -06 INC. ADDTL. T-MOBILE CMNTS. \ ��// / / \ \ I I �, ^— A 7/31/06 100% CONSTRUCTION DRAWINGS \\ / \ T 1 �- 5 I C1 1 f 1 1 3 7/12/06 INC. T- MOBILE COMMENTS \ / \ .-., I I 1 -__ -_. ■ 1 1 \ / ' I t 1 I 2 6/23/06 INC. ADDITONAL COMMENTS N V "-- - — _LI \ / \ I I \ / \ 1 v I I 6/22/06 90% CONSTRUCTION DRAWINGS \ / II \\ ._ \ I / I \ `\ `\ 0 5/26/06 ISSUED FOR REVIEW \ - - - - - - - � ` 7- 5/8 "r-- -3 ' - 4" 4 3/8 I iv THE INFORMATION CONTAINED IN 4'x8' MODULAR PLATFORM DETAIL SCALE: NTS 11 PROPRIETARY BY O NATURE. S ANY USE OR DISCLOSURE OTHER THAN I =° - - -____ _------- THAT WHICH RELATES TO LCW IS II 3/4 "0x24" GALVANIZED STRICTLY PROHIBITED. } II ALL- THREAD J -BOLT PLAN VIEW _c� II 1!1 GALVANIZED NUTS l3" wo I II 1.1 GALVANIZED DOUBLE NUT . ' �`� 16 Milli a 18403 PE FINISHED GRADE / ‹ �. 4• -4" t_ d ,- �� • 2' -4 1/8" _{111 —, l' -11 3/8" / fi �, �,�- \ I - -2 -5 1/4 " �ll /2 " + OREGON - a C / �<< O �� 3 "x3 "x3/16" GALVANIZ WASHER e. N �i Dos / 6 "x6 "x1/4" GALVANIZED TOP PLATE fZ�� -O co 1 ■1 3 "x3 "x3/16" GALVANIZED WASHER • • u1 3 "0 GALVANIZED WASHER O ° - DOUBLE- NUTTED 0 TIGARD = 6 "x6 "xl /4" GALVANIZED BEARING PLATE (MASONIC LODGE) a ° N PDX -153 -A • •• 3/4 " 0x24 " GALVANIZED i' o000 \ - 4 ALL- THREAD J -BOLT - 00 13680 SW PACIFIC HWY. TIGARD, OR 97223 • }• CONCRETE PIER p d L=._., ° `�`�`�� WASH INGTON COUNTY • d 2950 PSI CONCRETE G 12 "0 CONCRETE PIER . ' 2950 PSI CONCRETE ° • Q' Q SHEET TITLE: a VERIFY THAT SOIL IS NATIVE, v EQULPM PLATFORM INORGANIC UNDISTURBED SUBSOIL /- . ° \ /� FROM AT LEAST 12" BELOW GRADE & CABINET DETAILS . Q / / AND DEEPER - % SHEET NUMBER: � /�� /��j SIDE VIEW FRONT VIEW 12'„ . N C -6 BTS CABINET & EQUIPMENT PLATFORM DETAIL SCALE: NTS I 1 NORTEL CMO CABINET • SCALE: 1/2 " =1' 1 2 • GENERAL NOTES t 2./ de" o •. •• / : o LCW Wireless, LLC 1. CONTRACTOR THE .`��`// / ? ■ • • dba BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE QP/ �• / ' / EXISTING BUILDING Cricket LCW SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS �/ / \ PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH ��'/ r / N (MASONIC LODGE) \ 4 THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE �/ 111 3995 Fairview Industrial Drive SE CONTRACT HAS BEEN AWARDED. • <-4.,/ , � / /00 Suite 120 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON Z �O ► ' ,� ►` /O/ Salem, OR 97302 • THE DRA ARE APPROXIMATE AND SHALL BE COORDINATED \ EXISTING LANDSCAPE // r ' �/�/ N Phone: 503 - 315 - 7833 WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. BEDS ! �' Fax:503- 318 -7840 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE / / / N APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER , I / ' °O° EXISTING FIELD CONDITIONS. , ' N 1E3 , 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN / ; •'' 47-••••• d 0010 / / , ` N+ N OR REQUIRED BY NEC. / / , b Q1, / 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN LOWER OR RELOCATED EXISTNG , =ROUND � ( / / / 'r / / . ALCOA ACCORDANCE WITH NEC TABLE 346 -10. NO RIGHT ANGLE DEVICE ROD TO MAKE ROOM FOR NEW ER IPMENT ° • OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM rTFORM � `' 1 0 At • Alcoa Wireless INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. ' ��r\ / 111/ Q \ ,. c i ` I N . • N Services Co 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH ►� 1 0 0 1 1° _ _ � \ .�� N 3420 FOSTORIA WAY, SURE A100 k �i • PLASTIC THROAT INSULATING GROUNDING BUSHINGS. • /� � k • . SAN RAMON CA 94583 41°P.4 111r // / Q `• � Office (9255 327 -7116 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER I �' ,' II I; < ' < - I N C Fax (925) 327 -0521 UP TO SIZE #10 AWG ( #8 AND LARGER SHALL BE CONCENTRIC EXISTING LANDSCAPING TO REMAIN (TYP.) , `. / // `,;\ MINIMUM S 2 5 DEGREE C, (167 DEGREES F), 98% CONDUCTIVITY, 1 / / / � / / \\ ��O "e \ }c V `' • N O "Po S s' I PROD. NO.: •' " I Op 0 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, �. .0°/r � `` c `, \S I :::: BKU T EXISTING PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. G ,.p � �: TOWER , 111 . F, 4 �o�� \ 11 1 NC NEW TELCO CABINET ON EXISTING BY: R.D.B. 9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. G \ l � Il ' O��p �.;: ♦ 11 Q 4 \ ►� . ► ■ � •.Q o: :.„ \ 1 1 VERIZON H —FRAME \ 1 1 1 ��O� ` {:ii s 11 " 1 SUBMITTALS C, .1 )14 1 1 . 10. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE 5 � OQ Q \ .1, 11 1 EXISTING VERIZON H -FRAME MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. ��,` . 1 1 VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS O Ci . I ljl t ,. y ' , EXISTING RETAINING WALL Il j `II REQUIRED. V ` 1 1 1; r'-' ' :? ? r / , 11 1 1 , 'b� ' \ \ � . • , '1�11 ' � / i � NEW CEDAR FENCE ON TOP OF I 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND 1 / � i4 RETAINING WALL TO BE ERECETEE WRITTEN. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL XISTING 200A PANEL \ ` � / , � , \. � dll / / / , 1 1 1 1` ;1 1 1 1 EXISTING E FENCE N AT SITE NCE TO CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT • � � (/�/ i/ 1 1 1! GROUNDING CONDUCTORS SHALL BE B AT ALL JUNCTION :W WIRELESS EQUIPMENT CABINET ;. O a 1 gOS / 0 5/26/06 ISSUED FOR REVIEW • • BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, 1'x6' STEEL EQUIPMENT PLATFORM �� ;�� .� .11!11 / AND EQUIPMENT CABINETS. ON CONCRETE PIERS \• • ,1 5.• �= 1111 1 1 TH E INFORMATION CONTAINED IN 13. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, , N . • II '' C � o // THIS SET OF DOCUMENTS IS PROPOSED LCW WIRELESS ICE - BRIDGE \• , • • PROPRIETARY BY NATURE. ANY DOCUMENT ANY AND A ALL WIRING AND EQUIPMENT CONDITIONS AND 010 USE OR DISCLOSURE OTHER THAN WITH GPS MOUNTED ON EXTENDED 4 # 1 1 1 THAT WHICH RELATES TO LCW IS CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT \ • ....4 O SUBSTANTIAL COMPLETION. SUPPORT POST \ • 41 1 1 1 / / STRICTLY PROHIBITED. • DEVICES SDISCO PROVIDED WITANDDNOTHERDCONTROLLING PROPOSED PTC CABINET Np 11111; , � � j / // a . ` • . AEp Uf ' NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH 1 1 1 11 ° e G �. 0. CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM NEW OF R NEW D F NCE AND G 111111 • � ' a • a q `� ro / C 9l ��\-P t (NO EXCEPTIONS.) 1' � � • ° a , �cti °8$03 PE r�, 15. ALL ELECTRICAL DEVICES AND IN OF THE NEW METERBASE & DISCONNECT 1 11;1,1 a c S 1- ACT CAS ES SHALL ADOPTED ATENS WITH DISABILITIES EXISTING CEDAR GATE 11 111,1111 d . a OREGON • 16. NOT USED. EXISTING RETAINING WALL WITH 6' CEDAR 11 1`11 1 • a ` o ' A • FENCE ON TOP (TYP.) 1 ,, - O� °r . >9 -3A.,0 17. ELECTRICAL CHARACTERISTICS O ALL EQUIPMENT (NEW AND . EXISTING EXTRUDED CURB ° . �ip 8\314 EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S , REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY . 4 . CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON \ EXISTING ASPHALT '' a TIGARD THE EQUIPMENT. PARKING /DRIVEWAY \ EXISTING ICE- BRIDGE (OTHER CARRIER) a (MA ZONIC LODGE) 18. THE DESIGN OF THESE PLANS ARE BASED UPON BEST PDX -153 -A AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME • EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN 13680 SW PACIFIC HWY. ON THESE DRAWINGS. LOCATION OF ALL OUTLET, BOXES, ETC., EXISTING EQUIPMENT CABINETS TIGARD, OR 97223 AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE 4 (OTHER CARRIER) WASHINGTON COUNTY CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO it. 0 ROUGH -IN. , 1C-5/ SHEET TITLE: EXISTING CONCRETE EQUIPMENT SLAB (OTHER C UTILITY LAYOUT PLAN ` o � ,` /� EXISTING LANDSCAPING TO REMAIN (TYP.) S HEET NUMBER: v • ti // E1 UTILITY LAYOUT PLAN SCALE: 3116 " =1' I 1 1 GENERAL NOTES POWER /TELCO CABINET (PTC) DATA ELECTRODE FEEDER SCHEDULE LCW Wireless, LLC 1. WHEN SERVICE OVERCURRENT DISCONNECT IS PROVIDED WITH CABINET: Q1 (3) # - 2' C. dba FIELD INSTALLED AND HAS A NEUTRAL TO GROUND GENERATOR & MAIN BREAKERS: SQUARE D, 0 FRAME, 1/2" i - 1 C. ()- # G CONNECTION ESTABUSHED, REMOVE FACTORY 200A, MECHANICAL TRANSFER MECHANISM Cricket LCW INSTALLED NEUTRAL TO GROUND BONDING JUMPER GENERATOR RECEPTACLE: 200A APPLETON AR20044RS © (3)- ®3/O & (1) # GND - 2 C. SECTION FOR USE UNDER SECTION FOR USE . IN PTC CABINET. LOAD CENTER: SQUARE 0, 200A, 24 POSITION, QO STYLE BRANCH BREAKERS: SQUARE D, 00 STYLE ® (3) #6 & (1) #10 GND - 3/4' C. PAVEMENT OR VEHICLE UNDER GRASS OR BARE 3995 Fairview Industrial Drive SE 2. PRIOR TO INSTALLATION OF FINAL ELECTRICAL TRAFFIC AREAS GROUND AREA Suite 120 CONNECTION TO UT1UTY SERVICE. THE ELECTRICAL (1) 20A, 2P FOR TVSS TELECOM FEEDER SCHEDULE Salem, OR 97302 CONTRACTOR SHALL VERIFY THAT THE AVAILABLE (1) 15A, 1P, FOR GFCI RECEPTACLE RESTORE SURFACE COURSE . FAULT CURRENT DOES NOT EXCEED 25 kAIC. (1) 10A, 1P, FOR TELCO VENTILATION FAN Q (2)- 12 PR. CAT. 5 CABLES - 2° C. RESEED Phone: 503-315-7833 CONTRACTOR SHALL NOTIFY ENGINEER PROVIDED BY CONTRACTOR: AND BASE COURSE AS NEEDED Fax: 503-318-7840 IMMEDIATELY IF THIS REQUIREMENT IS NOT MET BRANCH BREAKERS: SQUARE D, CIO STYLE MATERIAL TO ORIGINAL FOR ADDITIONAL ENGINEERING REVIEW & DESIGN. (1) 6OA, 2P FOR BTS CABINET CONDITION COMPACTED (1) 15A, 1P, FOR WORK LIGHT NATIVE SOIL (1) 20A, 1P, FOR CELL EXTENDER CABINET N�► GRAVEL - INSTALL IN _ °� _ • I � "'`1T 3 3 '; rT !l 3 WARNING NEMA 3R 90% STANDARD PROCTOR r . "q TAPE SERVICE ,--11T-•--1 , MAXIMUM DRY DENSITY 5' f i T 9 UFTS & COMPACT TO o 63 ENTRANCE ENCLOSURE Y - �6," .1I =l- SAND M AL.COA METER/ SO D, QD TYPE 200A. iT DISCONNECT 2C OA 2P K (25 kAIC RATING) GENERATOR NEW 4 PVC CONDUIT FOR1i1 Alcoa Wireless VERIFY SIZE — CONNECTION BY REFER ES POWER/ RECEPTACLE TS CAB TELCO . •:f: , ::::!:::::::;: : :::' � ; - N GENERAL NOTES & TYPE TELCO ;;s� " Services UTILITY CO CABINET REFER TO W /UTILITY & E.Q.Z. ® 3420 FOSTORIA WAY, SUITE A100 - LCW REP. UTILITY NEUTRAL DISC. N GENERAL :::-Al SAN TRANSFORMER LINK NOTES Office (920 32 9 7116 MAIN BONDING - I G Fax (925) 327 -0521 JUMPER #2 AWG #2 AWG EQUIPMENT NEW 3 PVC CONDUIT FOR 1 -800- 332 -2344 Q # ELECTRICAL I CAS -- I GRADE t BONDING JUMPER ` � � DTIF,c Al /0 yc PRO1.NO.: I I f i —� i —�� ` - - - o- - —�� Nt l 1 I I l ) I r. 3 A I DRAWNBY: B.KU. o a o ( CHECKED BY: R.D.B. TO T TO UTILITY j ' CONNECTION CN ___ - TRANSFORMER _ - — - - -J ` - -- ___-- s I GROUND CLAMP o p o ALL C' BEf WELD CONNECT TO \II� SUBMITTALS BELOW W GRADE GROUND RING 5/8 "- x 10' GROUND SERVICE ELECTRODE) CALL 2 WORKING DAYS BEFORE YOU DIG. — — II _ _ IT'S THE LAW � t 5 8 - -06 INC. ADDTL. T- MOBILE CMNTS. V I. 7/31/06 100% CONSTRUCTION DRAWINGS 3 7/12/06 INC. T- MOBILE COMMENTS SINGLE LINE DIAGRAM SCALE: NTS 11 TRENCH DETAIL SCALE: NTS 1 2 2 6/23/06 INC. ADDITONAL COMMENTS EXISTING POLE MOUNTED I 6/22/06 90% CONSTRUCTION DRAWINGS EXISTING ? . TRANSFORMER (FOR SITES O 5/26/06 ISSUED FOR REVIEW OVERHEAD ELECTRIC SERVED BY POLE MOUNTED 500 W QUARTZ, 120V WORK ° TRANSFORMER) R / LIGHT FURNISHED & THE INFORMATION CONTAINED IN \\ ' INSTALLED BY CONTRACTOR, THIS SET OF DOCUMENTS IS CONTRACTOR TO PROVIDE ADEQUATE LITHONIA MODEL #TQ /TQE PROPRIETARY BY NATURE. ANY CONDUCTOR LENGTH FOR ELECTRIC COMPANY OR APPROVED EQUAL USE OR DISCLOSURE RELATES OTHER THAN NEW WEATHERHEAD,FURNISHED & INSTALLED BY - ) THAT WHICH RELATES TO LCW W IS CONTRACTOR PER UTIUTY COMPANY , TO MAKE CONNECTION TO SECONDARY STRICTLY PROHIBITED. SPECIFICATIONS SERVICE (SPARE LENGTH MUST REACH TOP METERBASE AND 200A MAIN ® SERVICE DISCONNECT ° OF TRANSFORMER) SQUARE D. QD TYPE (25KVA MPRO�fSSl�Y fy EXISTING OVERHEAD TELCO 1 _ kAIC RATING) PIPE TO PIPE CLAMP c v‘ , qn 7 4 � ` © NEW GENERATOR � 18403 PE q � ', r I C RECEPTACLE "U" BOLT UNISTRUT >- o TO VERTICAL PIPES (TYP.) ......01 � ®O s a - IuL TIMER SWITCH IN OREGON m I `J I —iv] NEMA 3R ENCLOSURE 5 i . EXISTING UTILITY POLE o 4 c..) - 3 ° - GALVANIZED 9 , 0 CONDUIT NEW STEEL PIPE SCH. 40 O Qww II 12 W POWER NEW POWER / TELCO CABINET BTS 'I � 2 -HOLE STRAPS o® CABINET `o CABINET D. ® 4' O.C. iD a ADJUST UNISTRUT AS • PAD MOUNTED TELCO o REQUIRED TIGARD CONDUIT r (MASONIC LODGE) TRANSFORMER a_ Ji (FOR SITES SERVED ®© { i ' ; I G NEW CONDUITS FROM POWER PDX -153 -A - BY PAD - MOUNTED I & TELCO SOURCE 136 I — 13680 SW PACIFIC HWY. TRANSFORMER) I I I'i TIGARD, OR 97223 EXISTING GRADE �- I - COI � / \ WASHINGTON COUNTY ° P ° � . .1 1- II SERVICE GROUND i i 1 i I I I I' • I II ELECTRODE I I I 1 I . / I II • I I ' CADWELD CONNECT )-01, I I SHEET TITLE: I \ / 4 I ® 'I I ", II BELOW GRAD GF3blJND` ` I I....' / I I � � r . I I I,' ` RING , \ \..I I ,,.. p P TO UTILITY_ _TO METERBASE ,T, - -T -F 1.1 - ,1 f-I . -- "' SINGLE LINE DIAGRAM • -, r II AND DETAILS © l I J! I WORK TO BE DONE ' ' I I BY OTHERS WORK TO BE DONE SHEET NUMBER: _ — — — — II BY SITE CONTRACTOR SEE TRENCH DETAIL V I�12° 1 I E -2 UTILITY SITE ELEVATION SCALE: NTS I 3 125" 5052 -H32 ALUMINUM LCW Wireless, LLC GENERATOR INLET POWDER COAT FINISH TYPE F FENCED ENCLOSURE dba 3R OUTDOOR ENCLOSURE I Cricket LCW "� TRANSTECTOR AC SURGE SUPPRESSOR N 3995 Fairview Industrial Drive SE w I`I I cc Suite 120 w z o z Salem, OR 97302 I HINGED \ m L.- NJ i Phone: 503 - 315 -7833 DEADFRONT I t c � w Fax: 503 -318 -7840 ' 1 1! �'! � ' SQUARE D, TYPE QO LOAD � � CENTER 24 POSITION '9 UNISTRUT I \ O I 1 o I _ I k 1 200A INTERLOCKED SQUARE 0 �� 153 �-� , MAIN BREAKERS \ J \ - -. i �` II GFC CONVENIENCE OUTLET I r --1 I i IN.NIIIIIII I ( 12 POSITION TERMINAL BLOCK I I ALCOA I ® ® ® ® I ' 66 POSITION CAT 5 PUNCH DOWN I • — I TELCO BOX FURNISHED AND Alcoa Wireless ®® ® E ,P! ISM BLOCK ® I I INSTALLED BY OTHERS Services . ® ® - TSJ SERIES Ti SURGE L ♦ � 327-7116 5 II■ SUPPRESSION CONDUITS BELOW 3420 FOSRAM WAY, 94583 A100 MULTIPOINT GROUND BAR SAN RAMO 5 9 711 6 PLAN Office (925 327 -7116 THER CONTROLLED I Fax (925) 327 -0521 • COOLING FAN WITH TWO 12x12x1 l NOTE: CAS ASHRAE MEDIUM GRADE FILTERS WIND STOP WEIGHT: 150 LBS PROD. NO.: _ I 8' FOR VERIZON SITES I DRAWN BY: B.K.U. I ELEVATION + 4' FOR OTHER TELCO SITES THREADED CAPS M f I I I I r 1 I CHECKED BY: RDB. 4-4" UNISTRUT L FOUR 108" UNISTRUTS 4 "0 GALV. STEEL 1 (TWO ON EA. SIDE) 3' -3- PIPE I SUBMITTALS / / s 8 - 1.06 INC. ADDTL. T-MOBILE CMNTS. cm \ METERBASE/ --4 O i o I. 7/31/06 100% CONSTRUCTION DRAWINGS DISCONNECT —2t" MIN. 1 I - 1 ` I 1 TELCO BOX 3 7/12/06 INC. T- MOBILE COMMENTS FURNISHED AND INSTALLED FIVE — 24" VERTICAL UNISTRUTS 2 6/23/06 INC. ADDITONAL COMMENTS In L BY OTHERS — ARE REQUIRED FOR MOUNTING HOUSINGS TO (TWO REQ.'D FOR I 6/22/06 90% CONSTRUCTION DRAWINGS / " / `o NON — VERIZON SITES) i / I 0 5/26/06 ISSUED FOR REVIEW — 3' 3 3" 4"x10' GALVANIZED STEEL PIPE ? ) / / 03 , THE INFORMATION CONTAINED IN 5 - #6 INS ULATED SOLID THIS SET OF DOCUMENTS IS / �- / PROPRIETARY BY NATURE. ANY GROUND WIRE USE OR DISCLOSURE OTHER THAN N / THAT WHICH RELATES TO LCW IS N \ ` _ — _ — -- STRICTLY PROHIBITED. PLAN CONTRACTOR SHALL MOUNT _ \ GRADE lit t ( TO UNISTRUT ON H -FRAME 7 T--1 I �f*' W' /(4) I'— BOLTS & (8) I 2' -6" SEALING WASHERS `` (HARDWARE KIT INCLUDED 1 18403 PE • 2' -0" WITH PTC) 1 ( I 1 ) I - , FA I _ OREGON 0 & . A Ill - G� a a METERBASE/ Ii1��I Ili 72) , II 1 DISCONNECT y ° 5 - TIGARD (MASONIC LODGE) \! �� _ I "' PDX -153 -A • `\ b CADWELD (TYP.) 13680 SW PACIFIC HWY. '— TIGARD, OR 97223 ® ® ®® IL 1. L" WASHINGTON COUNTY MEE I • t _I I - a r m®®(D • I La _II I I L ‹ J J J / SHEET TITLE: e� 4 e • } ® ® ® rT6 • 4 "0 PVC CONDUIT / / I I 2 "0 PVC CONDUIT #2 SOLID TINNED WIRE 1 v? _� �= :3 BONDED TO BURIED GROUND POWER/TELCO ` rsi TO TELCO FACILITIES TO LCW PTC CABINET RING SYSTEM (PTC) DETAILS a— SHEET NUMBER: BOLT LOCATIONS FOR MOUNTING PTC ON H —FRAME ELEVATION E -3 POWER/TELCO CABINET (PTC) DETAIL SCALE: NTS 11 TELCO H -FRAME DETAIL SCALE: 112 " =1' 1 2 LEGEND: Grounding 1. All electrical and grounding at the cell site shall comply with the local and National LCW Wireless, LLC — — — EXISTING BURIED GROUND RING Electrical Code (NEC), National Fire Protection Association (NFPA) 780 (latest edition), and dba • EXISTING CAD WELD manufacturer. Cricket LCW . • NEW CAD WELD _ _ _ _ _ _ _ _ _ _ _ — - NEW BURIED GROUND LEAD 2. Grounding work shall include, but not be limited to, all labor, materials and equipment 3995 Fairview Industrial Drive SE NEW GROUND BAR required to complete electrical, telephone & lighting protection grounding systems, as Suite 120 indicated on the drawings. Salem, OR 97302 Phone: 503-315-7833 Fax: 503-318-7840 I I 11 I I I 3. The antenna cables shall be grounded at the top and bottom of the vertical run for 11 : `1 I I ' lighting protection. The antenna cable shield shall be bonded to a copper ground bus at the 11 ! I lowermost point of a vertical run just before it begins to bend toward the horizontal plane. 11 Wire runs to ground shall be kept as straight and short as possible. The antenna cable shield 153 ' " � ° ° I EXISTING BURIED GROUND RING shall be grounded just before entering the cell cabinet. Any antenna cables over 200 feet in I I length shall also be equipped with additional grounding at midpoint. �^ 11 � I EXISTING BURIED TOWER GROUND RING AI_COA I 11 t f: - - - - — - -x7c - 4. For building installations, all grounding conductors inside the building shall be run in • I '-- --- 1 - ' -a conduit raceway system and shall be installed as straight as practical with minor bends to Alcoa Wireless 1� I 11 avoid obstrp ucontactioct . Maintain an the metallic minimu bending ra, dius ore oui f A2 groment. nding conductor at 8 ". Services I I ' ; NEW VERIZON CABINET ON EXISTING H-FRAME I PVC raceway may flexible or rigid per the field conditions. Grounding conductors shall 342 FOSTORIA WAY, SUITE A100 �� I I I �� 11 I SAN RAMON CA 94583 11 with s conduits , surfaces u 1 I I 11 I Y 9 P Office (925 327 -7116 11 /� \� \° 11 6 ° ' " > Fax (J25) 327 -0521 NEW TOWER - BOTTOM GROUND BAR Skit. f � - I I �� I "�rr ' ( 17_� \ I I 1; I 5. Provide PVC sleeves where grounding conductors pass through the building walls S1 E;. :.> NEW EQUIPMENT CABINET _ _ I �1 I CAS I 1 ■ - I I and /or ceilings. Firestop all penetrations per fire dept. regulations. PRO. No.: NEW MASTER GROUND BUS i 11 ss �� / I I 6 11 on all metallic conduits and bond to the a ui gr 6. Install round bushin s ment ound bus DRAWN BY: B.K.U. �I iil;$: i 11 g g 9 P 1 ms s -5 11 1 � 1 1 i; the make anelboa n I ' 1 L _IE .0 I II , . I not ( CHBCKED BY: R.D.B. I ' `� G � 1 3..--. - _ _ " - - - /� 7. Ground antenna bases, frames, cable racks, and other metallic components within six feet • L - - _ -a-�m , - - -� o f equipment with #2 grounding conductors and connect to insulated surface mounted SUBMITTALS ground bars. Connection details shall follow manufacturer's specifications for grounding. NEW SVC. GROUND ELECTRODE : / 5 8-1706 INC. ADDTL. T- MOBILE CMNTS. 8. All conductors shall be #2 solid tinned bare copper wire, unless otherwise noted. 7/31/06 T00% CONSTRUCTION DRAWINGS NEW ELEC SVC. UTILITY CABINET EXISTING EQUIPMENT WITH GROUND LEADS 3 7/12/06 INC. T- MOBILE COMMENTS TO EXISTING BURIED GROUND RING (TYP.) 9. All below grade connections shall be exothermic type. All compression connections shall be (2) hole long barrel lugs hydraulically crimped twice at two (2) locations. 2 6/23/06 INC. ADDITONAL COMMENTS EXISTING FENCE WITH CORNERS AND GATES I 6/22/06 90% CONSTRUCTION DRAWINGS CONNECTED TO EXISTING BURIED GROUND RING WITH CADWELDED GROUND LEADS 10. Run all ground wires in an organized manner, c- tapping where possible to reduce the 0 5/26/06 ISSUED FOR REVIEW number of ground wires. Avoid crossing of wires wherever possible. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS 11. Install all ground wires in a downward slope for maximum lightning protection. PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO LCW IS GROUNDING PLAN SCALE: NTS 19 12. Do not remove more insulation from the ground wires than necessary when exothermic STRICTLY PROHIBITED. ANTENNA SECTOR "1" ANTENNA SECTOR "2" ANTENNA SECTOR •'3" welding or crimping. If excess insulation is removed the connection will be considered """' (y�„_ unacceptable and will be corrected per the representative's direction. C ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA � ' COAX GND PIPE COAX GND PIPE COAX GND PIPE '\ • A / y'" KIT CABLE SUPPORTS KIT CABLE SUPPORTS KIT CABLE SUPPORTS 13. All mechanical connections and surfaces shall be coated with an anti- oxidation 18403 PE O! ` ' • # GND — te r 1 ' P compound (kopr - shield or equal) before mating �_ "" I ' #2 GND F' g' A 14. Ground field test procedure 911-T499? :d The contractor shall be responsible to provide a "Fall of Potential" test on the new • SECTOR GND BAR SECTOR GND BAR SECTOR GND BAR p �j1 r r supplemental ground field prior to final connection of the grounding system to the � L J equipment. The test shall be performed by an qualified and certified testing agent. Provide O WA. EXISTING /NEW GROUND RING \ independent test results to the project manager for review. The ground system resistance to �[�_ �� Q BOLTED CONNECTION SECTORS A, B & C & GPS / earth ground shall not exceed five (5) ohms. The contractor shall be responsible to provide DIRECT TO TOWER STEEL ANTENNA BTS CABINET BTS CABINET additional ground connections as required to meet the 5 ohms maximum. TIGARD KIT CABLE COAX GND GND BAR CHASSIS (MASONIC LODGE) TOWER STEEL #6 GND —I � EXISTING #2 GND. LEADS PDX -15 -A TO TOWER STEEL) - - - 3 \ I 13680 SW PACIFIC HWY. , ' r #2 GND — TIGARD, OR 97223 FENCE CORNERS WASHINGTON COUNTY I ,I (E) 3 \ TOWER - B OTTOM MASTER GND BAR ® 4 #2 GND I , TELCO H -FR POLE I GROUND BAR PLATFORM .71,-)._7 I MAC SERVICE ELECTRODE SHEET TITLE: / \ #2 GN 7 - • (E) GND RING �A '1 #2 GND GROUNDING PLAN AND DETAILS (FIELD LOCATE) p ❑ STEEL PTC ICE GPS SHEET NUMBER: PLATFORM CABINET BRIDGE/ ANTENNA GND BAR H -FRAME G _ 1 & POSTS ru A CCl c • GROUNDING SCHEMATIC SCALE: NTS] 2 GENERAL GROUNDING NOTES 1 LCW Wireless, LLC dba � 1 .----ps Cricket LCW 3995 Fairview Industrial Drive SE j Suite 120 Salem, OR 97302 • Phone: 503 -315 -7833 Fax: 503-318-7840 I ■ 1 Cia I ALCOA Alcoa Wireless Services 3420 FOSTORIA WAY, SURE A100 SAN RAMON CA. 94583 Office (925j 327 -7116 Fax (925) 327 -0521 I CAS PROJ. NO.: — I DRAWN BY: B.RU. I i I I CHECKED BY: R.D.B. I SUBMITTALS r a GPS ANTENNA 5 8 - 1-06 INC. ADDTL. T- MOBILE CNNTS. 500 W QUARTZ, 120V WORK l - c 7/31/06 100% CONSTRUCTION DRAWINGS LIGHT I 3 7/12/06 INC. T- MOBILE COMMENTS 2 6/23/06 INC. AODITONAL COMMENTS I ANDREW COAX GROUND KIT 1 6/22/06 90% CONSTRUCTION DRAWINGS GROUND LEAD TO 0 5/26/06 ISSUED FOR REVIEW FENCE CORNERS NEW LCW METERBASE/ GROUND LEAD TO BURIED GROUND RING INFORMATI NTAIN SVC. DISCONNECT THIS SET OF DOCUMENTS IS NEW GENERATOR COAX USE IN R I DISCLOS URE A O MATI OCO THER THAN ED IN RECEPTACLE o THAT WHICH RELATES TO LCW IS STRICTLY PROHIBITED. = 1 1 / o TIMER SWITCH IN GROUND BUS ' -‘4, - _ — NEMA 3R ENCLOSURE INSIDE CMO CABINET / `ON �/ W t. O — 3"-- GALVANIZED ANDREW COAX GROUND Q 1840.1 9l STEEL PIPE SCH. 40 (TYP. EA. COAX) ICE BRIDGE I I C B NET j NEW LCW PTC CABINET 11 1 - r � 1 , STEEL POST �. COAX L O }EGON Adt P TC CABINET GROUND BUS ,_ TELCO GROUND BUS TOWER - BOTTOM GROUND BUS 1�� \TM O -., WITH INSULATED STANDOFF r IMAMS SVC. ENTRANCE GROUND BUS D. vv d ` o ti- MASTr GROUND BUS DI TIGARD : - I , I. II \ . I � (MASONIC LODGE) .1 I » , I • II CA DWELD "I I I I I I GROUND LEAD TO I I, • . ; I II — I • • I I I I I PLATFORM OR PDX -153 -A I I , I' I • EXISTING GROUND RING I I I I I CONCRETE REBAR HWY. SW a•I I . II I AROUND TOWER I I I I I 13680 AR ,O PACIFIC 97223 - - TT -- - 1 -`r17, — TR • --TF 9 — 1 r --� — T T I T- t - - -- WASHINGTON COUNTY ` , I I • • I . • I ' ' , I " I L L —J =1 I ; I CADWELD TO GROUND RING EXISTING BURIED GROUND RING EXISTING BURIED GROUND RING I I I SHEET TITLE: 1 - U. < I U I EXTEND AS REQ.'D AROUND I CMO CABINET AND PLATFORM 1.— NEW 3/4 "x8' COPPER CLAD SERVICE � GROUNDING ELEVATION I ENTRANCE GROUND ELECTRODE I I _ -- II V ( X / 7 11 II V II SHEET NUMBER: I I i / II I I 1 — — G -2 UTILITY SITE ELEVATION SCALE: NTS 11 . LCW Wireless, LLC , #r dba k \� \�' ` Cricket LCW 10 3995 Fairview Industrial Drive SE Suite 120 Salem, OR 97302 • TYPE NC TYPE HA TYPE SS TYPE PT Phone: 503 -315 -7833 INSTALL COAX GROUND 1 - Fax: 503 -318 -7840 KIT INI OF ti E ABEND GROUNDING CLAMP--\ ASSEMBL T ,", �' "_ ii e E • STEP 1 HARDWARE ALCOA REMOVE INSULATED • • COAX COVER TYPE GT TYPE GR TYPE VS TYPE XA TYPE GL LUG Alcoa Wireless STEP 2 Services ATTACH GROUNDING 3420 FOSTORIA WAY, SUITE MOO - CLAMP S RAMON CA 94583 Office 9925E 327 - 5 16 For (925) 327 -0521 �\ CAD WELD DETAILS 1 I PRO1. - I DRAWN BY: B.K.U PUTTY • TAPE ELECTRICAL TAPE OVER MASTIC TAPE \ GRADE III 4IW in j�,T ';i�, i �%Tii�;�ipfiL:,;�i��t?;�il� I CHECKED BY: R.D.B. �til ��1 1 °, L�Ir ?il'! iy_f! NO. 2T, SOFT STEP 3 STEP 4 1. =11.= 11:= 11= 11 11 11=11= 11. =11 0 11.-11.- 11-11=11.-11-11_ 11-11: SOLID COPPER SUBMITTALS CONNECTION IC CONDUCTOR «'•. 36" #6 INSULATED GROUND LEAD \ - - —� 5 8 -I -06 INC. ADDTL. T- MOBILE CMNTS. [. 7/31/06 1009{, CONSTRUCTION DRAWINGS � LOCK WASHER, FLAT FIELD CUT CABLE TO REMOVE ULL RAWE B 3 7/IZ/O6 INC. T- MOBILE COMMENTS 1 WASHER AND NUT ON EXCESS SLACK 2 6/23/06 INC. ADDITONAL COMMENTS :ACK SIDE TYP. ON„ a #2 AWG. SOLID, CONNECTION WITH 4 ( r TINNED BARE NO. UWM90 IF REO.'D BECAUSE LENGTH >36 I 6/22/06 90% C ONSTRUCTION DRAWINGS ,' ®` O w CONNECT 2 GRND. LEAD WITH A COPPER GROUND WELDMETAL. ® ® I O p DOUBLE- BARREL C -TYPE CRIMP RING CONDUCTOR 0 5/26/06 ISSUED FOR REVIEW 0 CONNECTOR COPPER CLAD NO. 5810, 5/8 x THE INFORMATION CONTAINED IN 0 0 GROUND ROD 10' COPPER CLAD THIS SET OF DOCUMENTS IS p 0 p DO NOT DOUBLE -UP OR STACK 58^-x10' -0 0 0 0 CONNECTORS ON BOTH SIDES OF / " GROUND ROD PROPRIETARY BY NATURE. ANY 0 • O O GROUND BUS LONG SPACED THA�WHHICH TO LCW IS O 0 MIN. 8 - - MAX. tl t) P 0 ® \_ 10' -0 APART STRICTLY PROHIBITED. Q • KEEP EXPOSED BARE COPPER TO ' 0 ®,., COAX PuRT ABSOALLOWEDIW THINNCCOMPRESSION , COAX TERMINAL. aINSULATED STAND -OFF \��`• . (WHERE REO.'D) I 18483 �( ,I 2 -HOLE LUG FIELD - CRIMPED ROUND KIT DO NOT USE LUGS THAT COME 3/g "x1 -1/2" HEX BOLT GROUND ROD DETAIL 14 ANDREW COAX G _ "IS � WITH GROUNDING KIT WITH FIAT WASHER (TYP.) ORE •• GON j Z _ o-�4 9s GROUND LEAD � � CADWELD moo " p, \�P o °o 1-0 �. By o ° ° ' \ #2 SOLID 8" DIA. PVC TEST WELL WITH ' ° °E I c u e o ,:,. . , , ,,,,, TINNED REMOVABLE COVER INSTALLED FLUSH TIGARD G 5 0\ ° COPPER WITH FINISH GRADE • ° ° o ° o ° • GROUND WIR (MASONIC LODGE) ° ° ° NOTE: GRADE PDX -153 -A [i I in TOWER BOTTOM GROU D `i `; Te `ez:' ;.�,�3' t� ' i' x BOLTED WITHINtULATED S' - OFFS 1 . U THIS DETAIL AT ALL COAX GROUND CONNECTIONS TO GROUND BARS. 941/.:y'4'4' ' 1 14 = . .tiff •� 4 , 4i - , e .. .0. 0 1= 1i= Iilatir rAi =n: n. i1`=fi41= 1r =.n. 3t =11'i1 -1 13680 SW PACIFIC HWY. " 2. USE OXIDE- INHIBITING JOINT COMPOUND ON ALL EXTERIOR CONNECTIONS. ' II-IIII-11- 11 -11-7 11=-11= = 11 . =.II. =.11= 11= 11= 11= 11.= 11 =11. TIGARD, OR 97223 WASHINGTON COUNTY 3. USE TWO HOLE LUGS ONLY. DO NOT ATTACH TO GROUND BAR BACK -TO -BACK. DO NOT 'DOUBLE -UP' OR 'STACK' CONNECTIONS. E' I NOTCH SIDES OF SLEEVE TO •1 EXOTHERMIC CONNECTION SHEET TITLE: BB I� ALLOW ENTRANCE /EXIT OF I ; •,1 T p U Np 4 KEEP DISTANCE FROM COAX GROUND KIT TO GROUND BAR AS SHORT AS PRACTICAL. GROUND WIRE 3 / IF DISTANCE EXCEEDS 36 ", THEN EXTEND GROUND LEAD WITH ADDITIONAL #2 INSULATED i • - 24" OF CRUSHED GRAVEL BELOW GROUNDING DETAILS COPPER WIRE BONDED TO GROUND LEAD WITH A 2- BARREL C -TYPE CRIMPED CONNECTION. a CONNECTION - CONNECTION SHALL REMAIN VISIBLE FOR .INSPECTION COPPER CLAD GROUND ROD BR 5/8 "- x 10' -0" LONG SHEET NUMBER: T voU IJ . G -3 TYPICAL GROUNDING @ ANTENNAS 11 COAX & GROUND BAR CONNECTIONS 12 GROUND TEST WELL DETAIL 5 GENERAL REQUIREMENTS: SITE WORK AND DRAINAGE C. Unless otherwise instructed by Cricket, remove trees, brush and debris from the Earthwork, Excavation, and Grading property to an authorized disposal location. LCW Wireless, LLC 1. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations, D. Prior to placement of fill or base materials, roll the soil. dba and lawful orders of any public authority, municipal and utility company specifications, and Part 1 - General E. Where unstable soil conditions are encountered, line the grubbed areas with stabilizer Cricket LCW local and state jurisdictional codes bearing on the performance of the work. The work mat prior to placement of fill or base material. performed on the project and the materials installed shall be in strict accordance with all 1.01 Work Included: Refer to survey and site plan for work included. 3995 Fairview Industrial Drive SE applicable codes, regulations, and ordinances. 3.03 Installation Suite 120 1.02 Related Work A. The site and turnaround areas shall be at the sub -base course elevation prior to forming Salem, OR 97302 • 2. The Architect/Engineer has made every effort to set forth in the construction and contract A. Construction of equipment foundations foundations. Grade or fill the site and access road as required to produce even distribution of Phone: 503 -3I5 -7833 documents the complete scope of work. The contractor bidding the job is nevertheless cautioned B. Installation of antenna system spoils resulting from foundation excavations. The resulting grade shall correspond with said Fax: 503 -3I8 -7840 that minor omissions or errors in the drawings and or specifications shall not excuse said sub -base course. Elevations are to be calculated from finished grades or slopes indicated. contractor form completing the project and improvements in accordance with the intent of these 1.03 Descriptions B. Clear excess spoils, if any, from job site and do not spread beyond the limits of Cricket documents. A. Access Road, turnaround areas, and sites are constructed to provide a well drained, lease property unless authorized by project manager. EZI easily maintained, even surface for material and equipment deliveries and maintenance C. The access road shall be brought to base course elevation prior to foundation 3. The contractor or bidder shall bear the responsibility of notifying (in writing) Cricket's personnel access. construction. representative of any conflicts, errors, or emissions prior to the submission of contractor's D. Do not create depressions where water may pond. AI..COA proposal or performance of work. 1.04 Quality Assurance E. The contract includes all necessary grading, banking, ditching and complete surface - A. Apply soil sterilizer in accordance with manufacturer's recommendation (use as course for access road. All roads or routes utilized for access to public thoroughfare is included Alcoa Wireless 4. The scope of work shall include furnishing all materials, equipment, labor and all other needed). in scope of work unless otherwise indicated. Services materials and labor deemed necessary to complete the work/project as described therein. B. Vegetation landscaping, if included within the contract, will be placed and maintained F. When improving an existing access road, grade the existing road to remove any organic 3420 FOSTORLA WAY. SUITE A100 - as recommended by nursery industry standards. matter and smooth the surface before placing fill or stone. SAN RAM Office (92 SAN 5f 5 C 97563 327 -7116 5. The contractor shall visit the job site prior to the submission of bids or performing work to G. Place fill or stone in 3" maximum lifts and compact before placing next life. Fax (925) 327 -0521 familiarize himself with the field conditions and to verify that the project can be constructed in 1.05. Sequencing H. The finish grade, including top surface course, shall extend a minimum of 12" beyond accordance with the contract. A. Contractor is responsible for layout and construction staking. the site fence and shall cover the area as indicated. I CAS _ PROI. NO.: B. Grub the complete road and site area prior to foundation construction or placement of I. Riprap shall be applied to the side slopes of all fenced areas, parking areas and to all 6. The contractor shall obtain authorization to proceed with construction prior to starting work backfill or sub -base material. other slopes greater than 2:1. I DRAWN BY: B.K.U. • on any item not clearly defined by the construction drawings /contract. C. Construct temporary construction zone along access drive. J. Riprap shall be applied to the sides of ditches or drainage swales as indicated on plans. D. The site area will be brought to sub -base course elevation and the access road to base K. Riprap entire ditch for 6' -0" in all directions at culvert openings. I CHECKED BY: R.D.B. 7. The contractor shall install all equipment and materials according to the course elevation prior to forming foundations. L. Seed, fertilizer and straw cover shall be applied to all other disturbed areas and ditches, manufacturer's /vendor's specifications unless otherwise or where local codes or ordinances take E. Apply soil sterilizer prior to placing base materials. drainage, swales, not otherwise rip- rapped. SUBMITTALS precedence. F. If required, grade, seed, fertilize and mulch disturbed areas immediately after bringing M. Under no circumstances shall ditches, swales or culverts be placed so they direct water the site and access road to base elevation. Water to ensure growth. towards, or permit standing water immediately adjacent to, site. If owner designated or design 5 8 -1.06 INC. ADDTL. T MOBILE CMNTS 8. The contractor shall maintain a full set of construction documents at the site, updated with G. Remove excess gravel from temporary construction zone. elevations conflict with the guidance, advise the owner immediately. 7/31/06 100% CONSTRUCTION DRAWINGS the latest revisions and adde_ ndums or clarifications available for the use of all personnel H. After applications of final surfaces, apply soil sterilizer to the stone surfaces. N. If a ditch lies with slopes greater than ten percent, mound diversionary headwalls in 3 7/12/06 INC. T- MOBILE COMMENTS involved with the project. the ditch for 6-0" above the culvert entrance. 1.06 Submittals O. Seed and fertilizer shall be applied to surface conditions which will encourage rooting. 2 6/23/06 INC. ADDITONAL COMMENTS 9. The contractor shall supervise and direct the project described herein. The contractor shall be A. Before construction Rake areas to be seeded to even the surface and to loosen the soil. 1 6/22/06 90% CONSTRUCTION DRAWINGS solely responsible for all construction means, methods, techniques, sequences, and procedures, 1. If landscaping is applicable to the contract, submit two copies of the landscaping P. Sow seed in two directions in twice the quantity recommended by the seed producer. o 5/26/06 ISSUED FOR REVIEW and for coordinating all portions of the work under the contract. plan under nursery letterhead. If a landscape allowance is included in the contract, provide an Q. It is the contractor's responsibility to ensure growth of seeded and landscaped areas by of proposed costs under nursery letterhead (refer to site plan for landscaping watering up to the point of release from the contract. Continue to rework bare areas until THE INFORMATION CONTAINED IN itemized listing P Po rY ( P P g g P P THIS SET OF DOCUMENTS IS 10. The contractor shall be responsible for obtaining all permits and inspections which may be requirement). complete coverage is obtained. PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN required for the work by the architect/engineer, the State, County or local government 2. Submit for approval 1/2 cubic foot of the proposed surface course material. THAT WHICH RELATES TO LCW IS authority. 3. Landscaping warranty statement, if required. 3.04 Field Quality Control STRICTLY PROHIBITED. Part 2 - Products A. Compaction shall be 90% maximum density in accordance with ASTM D -1557 for site ..� I I. The contractor shall make necessary provisions to protect existing improvements, work and 95% maximum density under slab areas. Areas of settlement will be excavated and • ,Q C "' (0 easements, paving , curbing, etc. during construction. Upon completion of work, the contractor 2.01 Materials refilled at contractor's expense. ! S shall repair any damage that may have occurred due to construction on or about the property. A. Road and site materials: fill material shall be acceptable. Select fill shall be in c c) A f accordance with local Department of Highway and public transportation standard specifications. 3.05 Protection 18403 PE . 12. The contractor shall keep the general work area clean and hazard free during construction B. Soil sterilizer shall be EPA registered, of liquid composition and of pre- emergence A. Protect seeded areas from erosion by spreading straw to a uniform loose depth of I "- __A and dispose of all dirt, debris and rubbish, and remove equipment not specified as remaining on design. 2 ". Stake and tie down as required. Use of erosion control mesh or mulch net shall be an the property. Premises shall be left in clean condition and free from plain spots, dust or smudges C. Soil stabilizer fabric shall be Mirafi or equal - 500 at access road and soak at acceptable alternative. ORES N - ... - of any kind. compound. B. All trees placed in conjunction with a landscape contract shall be wrapped, tied with D. Gravel fill: Well graded, hard, durable natural sand and gravel, free from ice and snow, hose protected wire and secured to stakes extending 2' -0" into the ground on four sides of the % 12 • - O e 13. The contractor shall comply with all pertinent sections of the applicable building codes and roots, sod rubbish, and other deleterious or organic matter. Material shall conform to the tree. 4i all OSHA requirements as they apply to this project. following gradation requirements. C. All exposed areas shall be protected against washouts and soil erosion. Straw bales shall �f _ atiO be placed at the inlet approach to all new or existing culverts. 14. The contractor shall notify Cricket's representative where a conflict occurs on any of the U.S. Sieve No. % Passing by Weight TIGARD documents. The contractor is not to order material or construct any portion of the work 4" 100 Chain Link Fence (MASONIC LODGE) that is in conflict until conflict is resolved by Cricket's representative. 1/2" 50 - 85 #4 40 - 75 Part 1- General PDX -153 -A . 15. The contractor shall verify all dimensions, elevations, property lines, etc. on the job. #10 30 - 60 13680 SW PACIFIC HWY. #40 10 - 30 4.01 Sequencing TIGARD, OR 97223 16. The contractor shall notify the RF Engineer for antenna azimuth verification (during antenna #100 5 - 20 A. If the site area has been brought up to surface course elevation prior to fence WASHINGTON COUNTY installation) prior to coordinating site sweeping. #200 0 - 8 construction, fence post excavation spoils must be controlled to preclude contamination of said surface course. 17. The contractor shall submit, at the end of the project, a complete set of as -built drawings to Gravel fill to be placed in lifts of 9" maximum thickness and compacted to 95% density. SHEET TITLE. Cricket's project manager. The contractor must provide close -out documents at the final 4.02 Applicable Standards inspection walk before payments will be made. 2.02 Equipment ASTM -Al20 Specification for pipe, steel black and hot - dipped zinc coated (galvanized) GENERAL NOTES A. Compaction shall be accomplished by mechanical means. Larger areas shall be welded and seamless for ordinary uses. SHEET 1 compacted by sheeps foot, vibratory or rubber tied rollers weighing at least five tons. Smaller ASTM -A 123 Zinc (hot -dip galvanized) coating on iron and steel products. areas shall be compacted by power- driver, hand held tampers. ASTM -A525 Standard specification for steel sheet zinc coated (galvanized by the hot- dipped SHEET NUMBER: B. Prior to other excavation and construction efforts grub organic material to a minimum process. of 6" below original ground level. Federal Specification RR -F -191- Fencing, wire and post metal (and gates, chain link fence fabric �� l and accessories). l� Part 2- Products grade, equipment pads, and guardpost foundations. 3. All other concrete not specified - design compressive strength at 28 days of 3,000 psi. 4. Concrete specification for monopole or tower foundation shall conform to LCW Wireless, LLC 4.03 Fence Materials 1.02 Related Work manufacturer's recommendations. dba A. All fabric, wire, rails, poles, hardware and other steel materials shall be hot - dipped A. Coordinate under slab conduits. C. Use accelerating admixtures in cold weather only when approved by the engineer. Use Cricket LCW galvanized. B. Coordinate with Grounding. of admixtures will not relax cold weather placement requirements. B. Fabric shall be 8' -0" high x 2" chain link mesh of No. 9 gauge (0.148) wire. The fabric D. Use set- retarding admixtures during hot weather only when approved by the engineer. 3995 Fairview Industrial Drive SE shall have a twisted and barbed finish for the top edges and a knuckled finish for the bottom 1.03 Applicable Standards E. Add air entraining agent to concrete mix for concrete work subject to or exposed to Suite 120 edges. Fabric shall conform to the specifications of ASTM A -392 class 1. A. ACI -301 - Specifications for structural concrete buildings. exterior. Salem, OR 97302 C. Barbed wire shall be double -strand, 12 gauge twisted wire, with 14 gauge 4 point round B. ACI 347 - Guide to formwork for concrete. Phone: 503-315-7833 barbs spaced at 5" O.C. C. ASTM C33 - Concrete aggregates. Part 3- Execution Fax: 503 -318 -7840 D. All posts shall be Schedule 20 galvanized steel pipe and shall be Type 1 ASTM A -123 D. ASTM C94 - Ready -mixed concrete. • and of the following diameter (OD per fence industry standards). E. ASTM C150 - Portland cement. 3.01 Inspection Line 2 -3/8" F. ASTM C260 - Air - entraining admixtures for concrete. The contractor shall verify anchors, seats, penetrations, plates, reinforcement, and other items to Corner 3" G. ASTM C309 - Liquid membrane forming compounds for curing concrete. be cast into concrete are accurately placed, held securely, and shall not cause hardship in Gate 3" H. ASTM C494 - Chemical admixtures for concrete. placing concrete. 2^ E. Extend gate and corner posts 12 ", including dome cap, to provide for attachment of I. ASTM A615 - Steel welded wire fabric for concrete reinforcement. AI_COA barbed wire. J. ASTM A185 - Steel welded wire fabric for concrete reinforcement. 3.02 Preparation F. All top and braced rail shall be 1 -5/8" diameter Schedule 20 mechanical - service pipe. A. The contractor shall prepare previously placed concrete by cleaning with steel brush Alcoa Wireless Frames shall have welded corners. 1.04 Quality Assurance and applying bonding agent. Apply bonding agent in accordance with manufacturer's Services G. Gate frames shall have a full- height vertical brace and a full -width horizontal brace, Concrete materials and operations shall be tested and inspected by the engineer. instructions. 3420 FOSTORIA WAY, SUITE MOO place by use of gate brace clamps. SAN RAMON CA. 94583 secured in P Y g P Office (925j 327 -7116 H. Gate hinges shall be Merchants Metal model 64386 hinge adapter with model 6409, 188 1.05 Tests 3.03 Placing Concrete Fax (9925) 327 -0521 degree attachment, or equal. Concrete materials and operations shall be tested and inspected by the engineer as the work A. The engineer shall be notified not less than 24 hours in advance of concrete placement. I. The guide (latch assembly) shall be tamper proof. progresses. Failure to detect any defective work or material shall not in any way prevent later Unless inspection is waived in each case, placing of concrete shall be performed only in the I CAS -- PROD. NO.: J. Latches, stops, and keepers shall be provided for all gates. material rejection when such defect is discovered, nor shall obligate the engineer for final presence of the engineer. I K. All stops shall have a full- height plunger bar with dome cap. acceptance. Concrete shall not be placed until all formwork, embedded parts, steel reinforcement, I DRAWN BY: B.K.U. L. Double gates shall have a full- height plunger bar with dome cap. A. Five concrete test cylinders shall be taken of the tower and pier foundation. Two shall foundation surfaces, and joints involved in the placing have been approved, and until facilities M. A No. 7 gauge zinc coated tension wire shall be used at the bottom of the facric, be tested at three (3) days, two at twenty-eight (28) days. The fifth cylinder shall be kept acceptable to the Cricket representative have been provided and made ready for I CHECKED BY: R.D.B. I terminated with band clips at corner and gate post. separately, if required to be used in the future. accomplishment of the work as specified. Concrete may not be ordered for placement until all • N. A 6" x 1/2" eye -bolt to hold tension wire will be placed at line posts. B. One additional test cylinder shall be taken during cold weather and cured on site under items have been approved and Cricket has performed a final inspection and given approval to SUBMITTALS O. Stretcher bars shall be 3/16" x 3/4" or have equivalent cross sectional area. same conditions as concrete it represents. start placement testing. P. All corner, gate and end panels shall have a 3/8" truss rod with turnbuckles and be C. One slump test shall be taken for each set of test cylinders taken. B. Placement of concrete shall be in accordance with ACI 301. s e -1 -06 INC. ADDTL. T- MOBILE CMNTS. braced with one 1 -5/8" horizontal compression member, security attached with iron fittings. C. The contractor shall ensure that reinforcement, inserts, embedded parts, formed joints, 7/31/06 100% CONSTRUCTION DRAWINGS I. R. Provide other hardware including but not limited to tie clips, band clips and tension Part 2- Product and vapor barriers are not disturbed during concrete placement. 3 7/12/06 INC. T- MOBILE COMMENTS band clips. S. Barbed wire gate guards shall be fitted with dome daps. 2.01 Concrete Materials 3.04 Surface Finishes 2 6/23/06 INC. ADDITONAL COMMENTS T. Barbed wire support arms shall be cast iron with set bolt and lock wire in the arm. Concrete shall be composed of Portland Cement, water, fine and coarse aggregates, and A. Surfaces against which backfill or concrete shall be placed require no treatment except I 6/22/06 90% CONSTRUCTION DRAWINGS U. All caps shall be cast steel. admixtures as specified below. All well mixed and brought to proper consistency. repair of defective areas. o 5/26/06 ISSUED FOR REVIEW V. If specified on drawings, install redwood slatting in between all fabric wire - full A. Cement: Cement shall be Type H, gray color, low - alkali Portland cement conforming to B. Surfaces that will be permanently exposed shall present a uniform finish provided by height. ASTM C150. the removal of fins and the filling of holes and other irregularities with dry pack grout, or by THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS B. Fine and coarse aggregates: Aggregates for use in concrete shall comply with ASTM sacking with utility or ordinary grout. PROPRIETARY BY NATURE. ANY Part 3- Execution C33. C. Surfaces that would normally be level and which will be permanently exposed to the USE OR DISCLOSURE REL OTHER LCW IS y Pe y p THAT STRICTLY PROHIBITED. IS C. Water: Water for mixing and curing concrete shall be free from sewage, oil, acid, alkali, weather shall be sloped for drainage. Unless engineer's design drawing specifies a horizontal and slats, and shall be free from objectionable quantities of silt and other deleterious substances. surface, surfaces such as stair treads, walls, curbs, and parapets shall be sloped approximately 3.01 Inspection: Excavate post holes per construction document. Confirm proper depth and 1/4 per foot. es5 diameter of post hole excavations. 2.02 Admixtures D. Surfaces that will be covered by backfill or concrete shall be smooth screened. A. Air entrainment: Air entraining agent shall conform to ASTM C280. The admixture E. Exposed slab surfaces shall be consolidated, screened, floated, and steel troweled. Hand ? 3.02 Installation shall be added as part of the computed mixing water requirements. Agents prepared in solution or power -driven equipment may be used for floating. Floating shall be started as soon as the 184 03 PE ! 1 A. Post foundations shall have a minimum 6" concrete cover under post. shall be maintained at a uniform strength and shall be batch by means of reliable mechanical screened surface has attained stiffness to permit finishing operations. Floating shall be B. All fence posts shall be vertically plumb within 1/4" in 8' -0 ". dispensers. continued the minimum time required to produce a surface uniform in texture and free from OREGON C. At corner posts, gate post and sides of gate frame, fabric shall be attached with stretcher B. Chemical admixtures: ASTM 494, Type A Water reducing and retarding. screened marks or other imperfections. The final finish shall be produced by use of steel- bladed 5-t4-98 and tension band clips at 1' -3" intervals. finishing trowels. Steel troweling shall commence only after the surfaces to be finished have '9 D. At line posts, fabric shall be attached with band dips at l' -3" intervals. 2.03 Curing Compound: ASTM C309, Type 1, Class B; translucent. been brought to correct elevation and all surface imperfections corrected, and shall be continued Q • 12 E. Attach fabric to brace rails, tension wire and truss rods with tie dips at 2' -0" intervals. only until the surface is smooth and uniform in texture and appearance. If free water is brought _ _ a _ .P J F. A maximum gap of 1" will be permitted between the chain link fabric and the final 2.04 Accessories to the surface during the finishing operations, it shall be removed by sponging. Finishing shall grade. A. Nonshrink grout: Premixed compound consisting of nonmetallic aggregate, cement, be timed and performed so that extra water need not be applied to the surface being troweled. TIGARD G. Gates shall be installed so locks are accessible from both sides. water reducing and plasticizing agents; capable of developing minimum compressive strength (MASONIC LODGE) H. Gate hinge bolts shall have their threads peened or welded to prevent unauthorized of 7,000 psi in 28 days. 3.05 Patching removal. B. Joint fillers bituminous type, ASTM D1751 or non - bituminous type, ASTM D1752. The contractor shall notify the engineer immediately upon removal of the forms to observe PDX -153 -A C. Anchor bolts: ASTM A307, unprimed. concrete surface conditions. Imperfections shall be patched according to the engineer's 13680 SW PACIFIC HWY. 3.03 Protection: Upon completion of erection, inspect fence material and paint field cuts or direction. TIGARD, OR 97223 WASHINGTON COUNTY galvanizing breaks with zinc -based paint color to match the galvanizing process. 2.05 Concrete Mix A. Concrete shall be proportioned for workability, maximum density, strength, and 3.06 Defective Concrete CONCRETE durability requirements in accordance with ACI 301, the 28 -day design compressive strength of The contractor shall notify or replace concrete not conforming to required levels and lines, SHEET TITLE: concrete shall be as specified on the drawings. Concrete furnished may be a commercial ready- details, and elevations as specified in ACI 301. Cast -in -Place Concrete mix provided that delivery to the placing location is satisfactorily established as occurring not GENERAL NOTES later than 45 minutes after addition of water to the mix. Slump of delivered concrete shall not 3.07 Protection SHEET 2 Part 1- General exceed 5 ". A. Immediately after placement, the contractor shall protect the concrete from premature B. The following strengths shall be used: drying, excessively hot or cold temperatures, and mechanical injury. Finished work shall be SHEET NUMBER: 1.01 Description 1. Fence posts foundations - design compressive strength at 28 days of 2,000 psi. protected. Work includes construction of cast -in -place concrete foundations including furnishing and 2. Equipment foundations - design compressive strength at 28 days of 2,900 psi. B. Concrete shall be maintained with minimal moisture loss at relatively constant GN - 2 installing ready -mix concrete, reinforcing, formwork, and accessory materials as shown on the temperature for period necessary for hydration of cement and hardening of concrete. drawings. Cast -in -place concrete includes all site concrete, including foundations, slabs on • C. All concrete shall be water cured by continuous (not periodic) fine mist spraying or C. Temporary bracing, guying, and support shall be provided to keep the structure set C. Materials: All similar materials and equipment shall be the product of the same sprinkling all exposed surfaces. Water shall be clean and free from acid, alkali, slats, oil, and aligned at all times during construction, and to prevent danger to persons and property. manufacturer where no specific material apparatus or appliance is mentioned. Manufacturer LCW Wireless, LLC sediment, or organic matter. Successful curing shall be assured by use of an ample water supply Check all temporary loads and stay within safe capacity of all building components. may be used providing it conforms to the contract requirements and meets the approval of the dba under pressure in pipes, with all necessary appliances of hose, sprinklers, and spraying devices. owner. Material and equipment shall be the standard products of manufacturer's regularly Cricket LCW SPECIAL CONSTRUCTION - ANTENNA INSTALLATION engaged in the productions of such material and shall be the manufacturer's current in standard METALS and design. 3995 Fairview Industrial Drive SE Part 1- General D. Execution: Fabrication, erection, and installation of the complete electrical system shall Suite 120 Part 1- General be done in a first class workmanlike manner by qualified personnel experienced in such work, Salem, OR 97302 '• 1.01 Work Included and shall proceed in an orderly manner so as not to hold up progress of the project. Phone: 503- 315 -7833 1.01 Work Included A. Antennas and coaxial cables are furnished by Cricket under separate contract. The E. Performance tests: Thoroughly test feeders, equipment, and all circuits for proper Fax: 503- 318 -7840 A. The work consists of the fabrication and installation of all materials to be furnished, contractor shall assist antenna installation contractor in terms of coordination and site access. operating condition and freedom from grounds and short circuits before acceptance is and without limiting the generality thereof, includes all equipment, labor and services required Erection subcontractor shall be responsible for the property. requested. All equipment, appliances, and devices shall be operated under load conditions. for all structural steel work including all items incidental thereto as specified herein and as B. Install antennas as indicated on drawings and Cricket Corn. Specifications. F. As -built drawings: During process of the work, maintain an accurate record of the shown on the drawings. Including: C. Install galvanized steel antenna mounts as indicated on drawings. installation of the system, locating each circuit precisely by dimension. Upon completion of the Ea 1. Steel framing including beams, angles, channels and plates. D. Install furnished galvanized steel or aluminum waveguide as indicated on drawings. installation, transfer all record data to blue line prints of the original drawings. 2. Welding and bolting of attachments. E. Contractor shall provide four (4) sets of sweet tests under Hewlett- Packard 8713B RF AI.COA Scalar Network Analyzer. Submit frequency domain reflectometer (FDR) test results to the Raceways, Boxes, and Fittings 1.02 Reference Standards project manager. Testing shall be performed by an independent testing service and be bound Alcoa Wireless A. The work shall conform to the codes and standards of the following agencies as further and submitted within one week of work completion. A. Conduits, electrical, metallic tubing (met): Mild steel, zinc coated on the outside and Services sited herein: F. Install coaxial cables and terminations between antennas and equipment per either zinc coated or coated with an approved corrosion resistant coating on the inside. 3420 FOSTORIA WAY, SUITE A100 • 1. ASTM: American Society for Testing and Materials, 196 Race Street, Philadelphia, manufacturer's recommendations. Weatherproof all connectors between the antenna and Maximum, Size 2 electrical trade size unless noted on the drawings or specifically approved for SAN RAMON CA 94583 Office (925) 327 -7116 PA 19103, USA, as published in "Compilation of ASTM Standards in Building Codes." equipment per manufacturer's requirements. Terminate all coaxial cable three (3) feet in excess equipment connections. Sizes not noted on drawings shall be as required by NEC. Fax (925) 327 -0521 2. AWS: American Welding Society, 201 NW 7th Street, Miami, FL 33125, USA, as of entry port location unless otherwise stated. B. Conduit fittings: Connectors and couplings: EMT couplings and connectors either steel published in "Code for Standard Practice for Steel Buildings and Bridges: Specifications for the G. Antenna and Coaxial cable grounding: or malleable iron only. Concrete tight or rain tight and either the gland and ring compression I ens - -_ PROD. NO.: Design, Fabrication and Erection of Structural Steel for Buildings." 1. All exterior #6 green ground wire daisy chain connections are to be weather sealed type or the stainless steel multiple locking type, connectors to have insulated throats. EMT with Andrews connector /splice weatherproofing kit Type 3221213, or equivalent. fittings using set screws or indentations as a means of attachment are not to be permitted. I DRAWN BY: B.K.U. I - Part 2- Products 2. All coaxial cable grounding kits are to be installed on straight runs of coaxial cable Bushings: Insulated type, designed to prevent abrasion of wires without impairing the not within bends). continuity of the conduit, IMC and rigid aluminum conduit. I CHECKED BY: R.D.B. I 2.01 Materials C. Conduit installations: Conduits systems, EMT, or rigid nonmetallic conduit unless A. Structural Steel: Shall comply with the requirements of ASTM A36 and A50 for 1.02 Related Work noted. Conduit installation: Install concealed conduit and EMT in as direct lines as possible. SUBMITTALS structural steel. Furnish the following work as specified under construction documents, but coordinate with Install exposed conduits and EMT parallel to or at right angles to the lines of the building. Right other trades prior to bid: angle bends in exposed conduit and EMT runs shall be made with standard elbows, screw 5 8 -1 -06 INC. ADDTL. T- MOBILE CMNTS. 2.02 Welding 1. Flashing of opening into outside walls. jointed conduit fittings, or conduit bent to radius no less than those of standard elbows. 7/31/06 100% CONSTRUCTION DRAWINGS A. All welding shall be done by certified welders. Certification documents shall be made 2. Sealing and caulking all openings. D. Conduit supports: Provide supports for horizontal conduits and EMT not more than available for engineer's and /or owner's review if requested. 3. Painting. eight (8) feet apart with not less than two elbows or bends including runs above suspended 3 7/12/06 INC. T- MOBILE COMMENTS B. Welding electrodes for manual shielded metal arc welding shall conform to ASTM 1- 4. Cutting and patching. ceilings and within 3 feet of all function boxes, switches, fittings, etc. Install one hold pipe 2 6/23/06 INC. ADDITONAL COMMENTS 233, E70 Series. Bare electrodes and granular flux used in the submerged arc process shall straps on conduits 1 inch or smaller install individual pipe hangers for conduits larger than 1 I 6/22/06 90% CONSTRUCTION DRAWINGS conform to AISC specifications. 1.03 Requirements of Regulator Agencies inch. Spring steel fasteners with hanger rods may be used in dry locations in lieu of pipe straps. 0 5/26/06 ISSUED FOR REVICW C. Field welding shall be done as per AWSD 1.1 requirements. Visual inspection is A. Furnish U.L. listed equipment where such label is available. Install in conformance THE INFORMATION CONTAINED IN acceptable. with U.L. standards where applicable. Conductors THIS SET OF DOCUMENTS IS D. Stud welding shall be accomplished by capacitor discharge (CD) welding technique B. Install antenna, antenna cables, and grounding system in accordance with drawings A. Wires and cables (600 volts): Conform to the applicable U.L. and IPCEA standards for PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN using Midwest fasteners, Inc. CD100 capacitor discharge stud welder or equal. and specifications in effect at project location and recommendations of state and local building the use intended. Copper conductors with 600 volts insulation unless otherwise specified or THAT WHICH RELATES TO LCW IS codes having jurisdiction over specific portions of work. This work includes, but is not limited noted on the drawings. Use of aluminum conductors will not be permitted. Insulation shall be STRICTLY P�13181TED. 2.2 Provide stud fasteners of materials and sizes shown on drawings or as recommended by the to, the following: type THHN/THWN insulation 75° C for all conductors, otherwise specified conductors color- 0 • manufacturer for structural loadings required. 1. EIA - Electronic Industries Association RS -2. Structural Standards for Steel coded in accordance with NEC. Connect all conductors of the same phase conductor; color , 10, 2.3 Follow manufacturer's specifications and instructions to properly select and install stud Antenna Towers and Antenna Supporting Structures. coding shall be A- black, B -red, N- white, with green for all ground conductors. , 7/ et%) welds. 2. FAA - Federal Aviation Administration Circular AC 70- 7480 -IH, Construction B. Connectors and lugs: For copper conductors No. 6 and smaller: 3M Scotch -Lok or 72:0 Marking and Lighting. T &B Sta -Kon compression or intent type connectors with integral or separate insulating caps. _ 2.03 Bolting 3. FCC - Federal Communication Commission rules and regulations Form 715, For copper conductors larger than No. 6 solderless, indent hex screw or bolt type pressure r � A. Bolts shall be 3/4" (minimum) conforming to ASTM A325, hot dip galvanized or Obstruction marking and Lighting Specification for Antenna Structures. conductors, properly taped or insulated. O ASTM A 153. Nuts shall be heavy hex type. 4. AISC - American Institute of Steel Construction for structural joints using ASTM C. Splices: (480 volts and under): Conductor lengths shall be continuous from B. All bolts shall be installed in slip critical connections conforming to AISC method, 1325 or A490 bolts. termination to termination without splices unless approved by the building inspector. ' conforming to the 1/4 turn method. 5. NEC - National Electric Code on tower lighting kits. � 0 6. U.L. - Underwriters Laboratories approved electrical products. Circuit Breakers ' BO 2.04 Fabrication 7. In all cases, Part 77 of the FAA rules and Parts 17 and 22 of the FCC rules are A. Provide molded case, bolt -on, thermal magnetic trip, single -, two- or three -pole branch A. Fabrication of steel shall conform to the AISC and AWS standards and codes. applicable and, in the event of conflict, supersede any other standards or specifications. circuit breakers as shown on drawings. Multiple pole breakers shall be single handle, common 8. Life Safety Code NFPA, latest edition. trip, A.I.C. rating to match existing or as required for available fault currents. TIGARD 2.05 A. Finish (MASONIC LODGE) A. Structural steel exposed to weather shall be hot - dip galvanized after fabrication in ELECTRICAL SPECIFICATIONS accordance with ASTM AI23. PDX -153 -A General Properties 13680 SW PACIFIC HWY. 2.06 Protection TIGARD, OR 97223 A. Upon completion of erection, inspect all galvanized steel and paint any field cuts, A. Requirements: Furnish all labor, materials, service, equipment, and appliances required WASHINGTON COUNTY welds, or galvanized breaks with zinc based paint, color to match the galvanizing process. to complete the installation of the complete electrical system in accordance with the specifications and contract drawings. SHEET TITLE: 3.01 Erection of Steel B. Requirements of regulatory agencies and standards: Installation, material, equipment, A. Provide all erection equipment, bracing, planking, field bolts, nuts, washers, drift pins, and workmanship shall conform to the applicable provisions of the National Electric Code GENERAL NOTES and similar materials which do not form a part of the completed construction but are necessary (NEC), applicable State electric codes, the National Electrical Safety Codes (NESC), and the SHEET 3 for its proper erection. terms and conditions of the authorities having lawful jurisdiction pertaining to the work required. B. Erect and anchor all structural steel in accordance with AISC reference standards All All modifications required by these codes, rules and regulations, and authorities, shall be made work shall be accurately set to established attachments to the construction of the building. by the contractor without additional charge to the Underwriters Laboratories (U.L.): All SHEET NUMBER: materials, appliances, or devices shall conform to the applicable standards of Underwriters Laboratories, Inc. The label of, or listing by, U.L. is required. GN -3 • 1 t ?J, PDX ZS-3 1079 N. 204` Avenue Elkhorn, NE 68022 SEMAAN ENGINEERING SOLUTIONS Ph:402- 289 -1888 Fax:402- 289 -1861 100 ft EEI Disguised Monopole Structural Analysis RECEIVED AUG 4 2006 Prepared for: CITY OF TIGARD p BUILDING DIVISION T- Mobile USA 12920 SE 38th Street Bellevue, WA 98006 A GE 006 Site: P004037C / King City - Elks Lodgedcg#Glidt Tigard, OR e.o 4 * 4i 72334PE 'p . J ' 0 2006 •! 10 April 24, 2006 Mr. Andrew Tung T- Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Re: Site Number PO04037C — Kina City - Elks Lodge. Tigard. OR. Dear Mr. Tung : We have completed the structural analysis for the existing monopole, located at the above referenced site. The purpose of this analysis is to determine that the existing monopole design is in conformance with the EIA/TIA -222 -F standard for the proposed antennae loads installation. Refer to tie Review and Recommendations section at the end of this report for the analysis results. Description of Structure: The structure is a 67 ft EEI Monopole with (4) 8' top- mounted concealment cylinders. Refer to EEI Job #12215 dated December 18, 2003 for a detailed description of the structure. Method of analysis: The tower was analyzed using Semaan Engineering Solutions' software suite for communication structures. The structural analysis is performed using the SAPS finite element engine. The method is 3D, non - linear, which accounts for the second order geometric effects due to the displacements. The analysis was performed in conformance with TIA/EIA Rev F and local building codes for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed (fastest mile). This is in conformance with the IBC 2003: Section 1609.1.1, Exception (5) and Section 3108.4. Wind is applied to the structure, accessories and antennas. r. • Page 2 • Structure loading: The follow ing loads were used in the tower analysis: Elev (ft) Qty Antennas Mounts Coax Carrier 97.0 3 RR65 -19 -02DP w/ 6 LNAs (12) 7/8 T- Mobile 90.0 3 RR65 -19 -02DP w/ 6 LNAs Inside 26" x 8 ft (12) 7/8 0 2 RR65- 18 -02DPL2 concealment cylinders (6) 1 -1/4 Sprint 1 RR65- 17 -02DPL2 60.0 1 4 ft Std Dish Dish Mount (1) 1 -5/8 Proposed Loads Elev (ft) Qty Antennas Mounts Coax Carrier 71.0 1 HB X -ID- 17-05 -00T Inside 26" x 8 ft (6) 7/8 Cricket concealment cylinders All transmission lines are assumed running inside of pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Structure: The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 32.7 %. Foundation: Pole Reactions Original Design Current Analysis % Of Reactions Reactions Design Moment (ft kips) 312.80 327.50 104.7 The structure base reactions resulting from this analysis do not exceed the ones shown on the original structure drawings. Review and Recommendations: Based on the analysis results, the existing structure meets the requirements per the EIA/TIA -222 -F standards for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed. • • Page 3 SEMAAN ENGINEERING SOLUTIONS Job Information 1079 N.204 Avenue Pole : P004037C Code: TIA/EIA Rev F Elkhorn, NE 68022 Description : - Phone: 402 - 289 -1888 Client : T- Mobile USA -WA Fax: 402 - 289 -1861 Location : King City - Elks Lodge, Tigard, OR Shape : 18 Sides Base Elev (ft): 1.00 Copyright Semaan Engineering Solutions, /nc Height : 67.00 (ft) Taper: 0.147390(in/ft) Sections Properties Diameter (in) Overlap Steel 67.0" Shaft Length Accross Flats Thick Joint Length Taper Grade 131 _ A A Section (ft) Top Bottom (in) Type (in) (in /ft) (ksi) 1 49.580 27.69 35.00 0.250 0.000 0.147390 65 - 2 21.587 25.50 28.68 0.188 Slip Joint 50.000 0.147390 65 60' -0' D . Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 21' -71 /16 67.000 67.000 12 LNAs 3/16" Thick 67.000 67.000 1 HB- X- PA- 17- 65 -00T (65 KSI) 67.000 84.000 1 RR65- 17- 02DPL2 ,, 67.000 84.000 2 RR65- 18- 02DPL2 67.000 90.000 3 RR65.19-02DP 9' -6 "15/16 [ --- 1 67.000 97.000 3 RR65- 19 -02DP 67.000 95.000 1 26" x 8' Enclosure 67.000 67.000 87.000 1 26" x 8' Enclosure 79.000 1 26" x 8' Enclosure 50" 67.000 71.000 1 26" x 8' Enclosure 60.000 60.000 1 4 ft Std Dish 5'4"15/16 I I . Cases No Ice 80.00 mph Wind with No Ice Ice 69.28 mph Wind with Ice Reactions Moment Shear Axial 67' -0" Load Case (Kip -ft) (Kips) (Kips) No Ice 327.50 5.94 9.79 Ice 256.91 4.63 11.86 49' -6 "15/16 . 1 /4 "Thick (65 KSI) Y Load Case : No Ice Max Stress 32.7% at 0.0ft . 4.18 67.000- — ' - 4.9 _ 1 1, a 65.000 52 . ® ' 61 08 I __. 60.000 r EM _7 67; 55.000 R 0- T918] 49.580 `- 52 8 .,_ 17; 45.000 4 - 52 36 40.000- 9 ' 0- In 10.4 0 5.000 - . 0- o i d L 11.46 w 0.000- 0- ® j 1 2.45 ; I 25.000- a I LEI 13.41 20.000- r a 52 14.34 1. f 15.000 - a Eli 15.25 • 10.000 n- 16,1211 52 5.000- C3- 52 0 16 97 !! 0.000 2.86 7.86 12.86 17.86 22.86 27.86 32.86 37.86 42.86 47.86 ®,6 Stresses (ksil • • Pole : P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4/24/2006 3:02:36 PM Height : 67.00 (ft) Page: 1 Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) z/ Shaft Section Properties Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Dia Elev Area lx W/t Dlt Dia Elev Area lx W/t D/t Taper . Num (ft) (In) (ksl) Type Len (in) (Ib) (in) (ft) (sqin) (in "4) Ratio Ratio (in) (ft) (sqin) (inA4) Ratio Ratio (in /ft) 1 49.580 0.2500 65 0.00 4,163 35.00 0.000 27.57 4206.8 23.28 140.0 27.69 49.58 21.77 2071.8 18.12 110.77 0.14739 2 21.587 0.1875 65 Slip Joint 50.00 1,176 28.68 45.41 16.96 1739.4 25.56 152.9 25.50 67.00 15.06 1219.4 22.57 136.00 0.14739 Shaft Weight 5,339 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert - Elev Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 67.00 LNAs 12 23.00 0.000 1.00 30.30 0.000 1.00 0.000 0.000 .67.00 HB- X- PA- 17- 65 -00T 1 20.00 0.000 1.00 39.00 0.000 1.00 0.000 0.000 67.00 RR65- 17- 02DPL2 1 15.00 0.000 1.00 15.00 0.000 1.00 0.000 17.000 67.00 RR65- 18- 02DPL2 2 18.00 0.000 1.00 18.00 0.000 1.00 0.000 17.000 67.00 RR65- 19 -02DP 3 23.00 0.000 1.00 23.00 0.000 1.00 0.000 23.000 67.00 RR65- 19 -02DP 3 23.00 0.000 1.00 23.00 0.000 1.00 0.000 30.000 67.00 26" x 8' Enclosure 1 510.00 13.870 1.00 700.00 14.550 1.00 0.000 28.000 67.00 26" x 8' Enclosure 1 960.00 13.870 1.00 1100.00 14.550 1.00 0.000 20.000 67.00 26" x 8' Enclosure 1 960.00 13.870 1.00 1100.00 14.550 1.00 0.000 12.000 67.00 26" x 8' Enclosure 1 1354.00 13.870 1.00 1500.00 14.550 1.00 0.000 4.000 60.00 4 ft Std Dish 1 188.00 20.910 1.00 277.00 21.790 1.00 0.000 0.000 Totals 27 4457.00 5268.60 Number of Loadings : 11 • Pole : P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4124/2006 3:02:36 PM Height : 67.00 (ft) Page: 2 ' Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) Segment Properties (Max Len : 5 ft) Seg Top Flat Elev Thick Dia Area lx Wit D/t Fy Fb Weight (ft) Description (in) (in) (inA2) (inA4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.2500 35.000 27.573 4,206.8 23.28 140.00 65 52 0.0 5.00 0.2500 34.263 26.988 3,944.8 22.76 137.05 65 52 464.2 10.00 0.2500 33.526 26.404 3,693.9 22.24 134.10 65 52 454.2 15.00 0.2500 32.789 25.819 3,453.8 21.72 131.16 65 52 444.3 20.00 0.2500 32.052 25.234 3,224.5 21.20 128.21 65 52 434.3 25.00 0.2500 31.315 24.649 3,005.4 20.68 125.26 65 52 424.4 30.00 0.2500 30.578 24.065 2,796.6 20.16 122.31 65 52 414.4 35.00 0.2500 29.841 23.480 2,597.6 19.64 119.37 65 52 404.5 •40.00 0.2500 29.104 22.895 2,408.4 19.12 116.42 65 52 394.5 45.00 0.2500 28.367 22.310 2,228.5 18.60 113.47 65 52 384.6 45.41 Bot - Section 2 0.2500 28.307 22.262 2,214.0 18.55 113.23 65 52 31.3 49.58 Top - Section 1 0.1875 28.067 16.591 1,629.4 24.98 149.69 65 52 550.0 '50.00 0.1875 28.005 16.555 1,618.5 24.93 149.36 65 52 23.7 55.00 0.1875 27.269 16.116 1,493.3 24.23 145.43 65 52 277.9 60.00 0.1875 26.532 15.677 1,374.7 23.54 141.50 65 52 270.5 65.00 0.1875 25.795 15.239 1,262.5 22.85 137.57 65 52 263.0 67.00 0.1875 25.500 15.063 1,219.4 22.57 136.00 65 52 103.1 5,338.8 • • Pole : PO04037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR 4/24/2006 3:02:36 PM Height : 67.00 (ft) Page: 3 • Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) z/ Load Case: No Ice 80.00 mph Wind with No Ice 16 Iterations Gust Response Factor :1.69 Dead Load Factor :1.00 Wind Load Factor :1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) . 0.00 0.00 1.00 16.384 27.68 233.33 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 16.384 27.68 228.42 0.650 0.00 5.00 14.430 9.38 259.7 0.0 464.2 10.00 0.00 1.00 16.384 27.68 223.50 0.650 0.00 5.00 14.123 9.18 254.2 0.0 454.2 15.00 0.00 1.00 16.384 27.68 218.59 0.650 0.00 5.00 13.816 8.98 248.7 0.0 444.3 • 20.00 0.00 1.00 16.384 27.68 213.68 0.650 0.00 5.00 13.509 8.78 243.1 0.0 434.3 25.00 0.00 1.00 16.384 27.68 208.76 0.650 0.00 5.00 13.202 8.58 237.6 0.0 424.4 30.00 0.00 1.00 16.384 27.68 203.85 0.650 0.00 5.00 12.894 8.38 232.1 0.0 414.4 35.00 0.00 1.02 16.796 28.38 201.43 0.650 0.00 5.00 12.587 8.18 232.2 0.0 404.5 40.00 0.00 1.06 17.432 29.46 200.14 0.650 0.00 5.00 12.280 7.98 235.2 0.0 394.5 45.00 0.00 1.10 18.015 30.44 198.30 0.650 0.00 5.00 11.973 7.78 236.9 0.0 384.6 45.41 Bot - Section 2 0.00 1.10 18.061 30.52 198.13 0.650 0.00 0.41 0.976 0.63 19.4 0.0 31.3 49.58 Top - Section 1 0.00 1.13 18.510 31.28 196.23 0.650 0.00 4.17 9.852 6.40 200.3 0.0 550.0 50.00 0.00 1.13 18.554 31.35 198.68 0.650 0.00 0.42 0.982 0.64 20.0 0.0 23.7 55.00 0.00 1.16 19.056 32.20 196.05 0.650 0.00 5.00 11.515 7.49 241.1 0.0 277.9 60.00 Appertunance(s) 0.00 1.19 19.528 33.00 193.10 0.650 0.00 5.00 11.208 7.29 240.4 0.0 270.5 65.00 0.00 1.21 19.972 33.75 189.86 0.650 0.00 5.00 10.901 7.09 239.2 0.0 263.0 67.00 Appertunance(s) 0.00 1.22 20.143 34.04 188.49 0.650 0.00 2.00 4.275 2.78 94.6 0.0 103.1 Totals: 67.00 3,234.6 0.0 5,338.8 Pole : PO04037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4/24/2006 3:02:36 PM Height : 67.00 (ft) Page: 4 Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 16 Iterations Gust Response Factor :1.69 Dead Load Factor :1.00 Wind Load Factor :1.00 Discrete Appurtenance Segment Forces Total Horlz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (Ib -ft) (Ib -ft) (lb) 60.00 4 ft Std Dish 1 19.528 33.002 1.000 20.91 0.000 0.000 690.07 0.00 0.00 188.00 67.00 LNAs 12 20.143 34.042 1.000 0.00 0.000 0.000 0.00 0.00 0.00 276.00 67.00 HB- X- PA- 17- 65 -00T 1 20.143 34.042 1.000 0.00 0.000 0.000 0.00 0.00 0.00 20.00 67.00 RR65- 17- 02DPL2 1 21.469 36.283 1.000 0.00 0.000 17.000 0.00 0.00 0.00 15.00 67.00 RR65- 18- 02DPL2 2 21.469 36.283 1.000 0.00 0.000 17.000 0.00 0.00 0.00 36.00 • 67.00 RR65- 19 -02DP 3 21.892 36.997 1.000 0.00 0.000 23.000 0.00 0.00 0.00 69.00 67.00 RR65- 19 -02DP 3 22.360 37.789 1.000 0.00 0.000 30.000 0.00 0.00 0.00 69.00 67.00 26" x 8' Enclosure 1 22.229 37.567 1.000 13.87 0.000 28.000 521.05 0.00 14,589.4 510.00 67.00 26" x 8' Enclosure .1 21.683 36.645 1.000 13.87 0.000 20.000 508.26 0.00 10,165.1 960.00 67.00 26" x 8' Enclosure 1 21.101 35.660 1.000 13.87 0.000 12.000 494.61 0.00 5,935.27 960.00 67.00 26" x 8' Enclosure 1 20.475 34.603 1.000 13.87 0.000 4.000 479.94 0.00 1,919.75 1,354.00 2,693.92 4,457.00 Pole : PO04037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4/2412006 3:02:36 PM Height : 67.00 (ft) Page: 5 • Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) z/ Load Case: No Ice 80.00 mph Wind with No Ice 16 Iterations Gust Response Factor :1.69 Dead Load Factor :1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb -ft) (lb -ft) ' 0.00 0.00 0.00 0.00 0.00 5.00 259.71 464.15 0.00 0.00 10.00 254.18 454.20 0.00 0.00 15.00 248.65 444.25 0.00 0.00 20.00 243.13 434.31 0.00 0.00 25.00 237.60 424.36 0.00 0.00 30.00 232.07 414.41 0.00 0.00 35.00 232.25 404.46 0.00 0.00 40.00 235.16 394.51 0.00 0.00 45.00 236.94 384.56 0.00 0.00 45.41 19.36 31.34 0.00 0.00 49.58 200.33 550.01 0.00 0.00 50.00 20.00 23.69 0.00 0.00 55.00 241.06 277.93 0.00 0.00 60.00 930.50 458.47 0.00 0.00 65.00 239.17 263.00 0.00 0.00 67.00 2,098.44 4,372.11 0.00 32,609.69 Totals: 5,928.55 9,795.76 0.00 32,609.69 • • Pole : PO04037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4/24/2006 3:02:36 PM Height : 67.00 (ft) Page: 6 ' Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) z Load Case: No Ice 80.00 mph Wind with No Ice 16 Iterations Gust Response Factor :1.69 Dead Load Factor :1.00 Wind Load Factor :1.00 • Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) . 0.00 -5.938 -9.790 0.000 0.000 0.000 - 327.495 0.000 0.000 0.000 0.000 5.00 -5.694 -9.316 0.000 0.000 0.000 - 297.808 -0.057 0.000 0.057 -0.106 10.00 -5.454 -8.853 0.000 0.000 0.000 - 269.337 -0.223 0.000 0.223 -0.208 15.00 -5.218 -8.401 0.000 0.000 0.000 - 242.065 -0.494 0.000 0.494 -0.306 • 20.00 -4.985 -7.960 0.000 0.000 0.000 - 215.975 -0.866 0.000 0.866 -0.401 25.00 -4.755 -7.530 0.000 0.000 0.000 - 191.051 -1.335 0.000 1.335 -0.491 30.00 -4.530 -7.112 0.000 0.000 0.000 - 167.274 -1.895 0.000 1.895 -0.575 35.00 -4.302 -6.704 0.000 0.000 0.000 - 144.626 -2.541 0.000 2.541 -0.655 40.00 -4.070 -6.307 0.000 0.000 0.000 - 123.115 -3.266 0.000 3.266 -0.728 45.00 -3.832 -5.924 0.000 0.000 0.000 - 102.766 -4.065 0.000 4.065 -0.795 45.41 -3.815 -5.891 0.000 0.000 0.000 - 101.183 -4.134 0.000 4.134 -0.800 49.58 -3.609 -5.342 0.000 0.000 0.000 - 85.288 -4.856 0.000 4.856 -0.850 50.00 -3.592 -5.316 0.000 0.000 0.000 - 83.772 -4.931 0.000 4.931 -0.855 55.00 -3.352 -5.039 0.000 0.000 0.000 - 65.812 -5.862 0.000 5.862 -0.921 60.00 -2.418 -4.594 0.000 0.000 0.000 - 49.053 -6.857 0.000 6.857 -0.975 65.00 -2.177 -4.334 0.000 0.000 0.000 - 36.963 -7.904 0.000 7.904 -1.020 67.00 -2.098 0.000 0.000 0.000 0.000 - 32.610 -8.334 0.000 8.334 -1.036 t Pole : P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4/24/2006 3:02:37 PM Height : 67.00 (ft) Page: 7 Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) 7/ Load Case: No Ice 80.00 mph Wind with No Ice 16 Iterations Gust Response Factor :1.69 • Dead Load Factor :1.00 Wind Load Factor :1.00 Calculated Stresses Seg Applied Ctree ee Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio . 0.00 0.36 0.43 0.00 0.00 0.00 16.60 16.97 52.0 0.0 0.327 5.00 0.35 0.43 0.00 0.00 0.00 15.76 16.12 52.0 0.0 0.310 10.00 0.34 0.42 0.00 0.00 0.00 14.89 15.25 52.0 0.0 0.293 15.00 0.33 0.41 0.00 0.00 0.00 14.00 14.34 52.0 0.0 0.276 . 20.00 0.32 0.40 0.00 0.00 0.00 13.08 13.41 52.0 0.0 0.258 25.00 0.31 0.39 0.00 0.00 0.00 12.13 12.45 52.0 0.0 0.240 30.00 0.30 0.38 0.00 0.00 0.00 11.14 11.46 52.0 0.0 0.220 35.00 0.29 0.37 0.00 0.00 0.00 10.12 10.43 52.0 0.0 0.201 40.00 0.28 0.36 0.00 0.00 0.00 9.06 9.36 52.0 0.0 0.180 45.00 0.27 0.35 0.00 0.00 0.00 7.97 8.26 52.0 0.0 0.159 45.41 0.26 0.35 0.00 0.00 0.00 7.88 8.17 52.0 0.0 0.157 49.58 0.32 0.44 0.00 0.00 0.00 8.95 9.30 51.8 0.0 0.180 50.00 0.32 0.44 0.00 0.00 0.00 8.83 9.18 51.9 0.0 0.177 55.00 0.31 0.42 0.00 0.00 0.00 7.32 7.67 52.0 0.0 0.148 60.00 0.29 0.31 0.00 0.00 0.00 5.77 6.08 52.0 0.0 0.117 65.00 0.28 0.29 0.00 0.00 0.00 4.60 4.91 52.0 0.0 0.094 67.00 0.00 0.28 0.00 0.00 0.00 4.15 4.18 52.0 0.0 0.080 • • Pole : P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR 4/24/2006 3:02:37 PM Height : 67.00 (ft) Page: 8 • Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) z/ Load Case: Ice 69.28 mph Wind with Ice 16 Iterations Gust Response Factor :1.69 Dead Load Factor :1.00 Wind Load Factor :1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz qzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) . 0.00 0.00 1.00 12.287 20.76 202.06 0.650 0.50 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 12.287 20.76 197.81 0.650 0.50 5.00 14.846 9.65 200.4 107.3 571.4 10.00 0.00 1.00 12.287 20.76 193.55 0.650 0.50 5.00 14.539 9.45 196.2 105.0 559.2 15.00 0.00 1.00 12.287 20.76 189.30 0.650 0.50 5.00 14.232 9.25 192.1 102.7 547.0 • 20.00 0.00 1.00 12.287 20.76 185.04 0.650 0.50 5.00 13.925 9.05 188.0 100.4 534.8 25.00 0.00 1.00 12.287 20.76 180.79 0.650 0.50 5.00 13.618 8.85 183.8 98.2 522.5 30.00 0.00 1.00 12.287 20.76 176.53 0.650 0.50 5.00 13.311 8.65 179.7 95.9 510.3 35.00 0.00 1.02 12.597 21.28 174.43 0.650 0.50 5.00 13.004 8.45 179.9 93.6 498.1 40.00 0.00 1.06 13.073 22.09 173.32 0.650 0.50 5.00 12.697 8.25 182.3 91.4 485.9 45.00 0.00 1.10 13.510 22.83 171.73 0.650 0.50 5.00 12.390 8.05 183.9 89.1 473.6 45.41 Bot - Section 2 0.00 1.10 13.545 22.89 171.58 0.650 0.50 0.41 1.010 0.66 15.0 7.3 38.7 49.58 Top - Section 1 0.00 1.13 13.882 23.46 169.93 0.650 0.50 4.17 10.199 6.63 155.5 73.5 623.5 50.00 0.00 1.13 13.915 23.51 172.05 0.650 0.50 0.42 1.017 0.66 15.5 7.4 31.1 55.00 0.00 1.16 14.291 24.15 169.78 0.650 0.50 5.00 11.932 7.76 187.3 85.7 363.6 60.00 Appertunance(s) 0.00 1.19 14.645 24.75 167.22 0.650 0.50 5.00 11.625 7.56 187.0 83.4 353.9 65.00 0.00 1.21 14.978 25.31 164.42 0.650 0.50 5.00 11.318 7.36 186.2 81.1 344.1 67.00 Appertunance(s) 0.00 1.22 15.107 25.53 163.23 0.650 0.50 2.00 4.441 2.89 73.7 32.1 135.2 Totals: 67.00 2,506.7 1,254.1 6,592.8 • • • Pole : P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4/2412006 3:02:37 PM Height : 67.00 (ft) Page: 9 • Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) v Load Case: Ice 69.28 mph Wind with Ice 16 Iterations Gust Response Factor :1.69 Dead Load Factor :1.00 Wind Load Factor :1.00 Discrete Appurtenance Segment Forces Total Horlz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (Ib -ft) (lb-ft) (lb) 60.00 4 ft Std Dish 1 14.645 24.750 1.000 21.79 0.000 0.000 539.30 0.00 0.00 277.00 67.00 LNAs 12 15.107 25.530 1.000 0.00 0.000 0.000 0.00 0.00 0.00 363.60 67.00 HB- X- PA- 17- 65-00T 1 15.107 25.530 1.000 0.00 0.000 0.000 0.00 0.00 0.00 39.00 67.00 RR65- 17- 02DPL2 1 16.101 27.211 1.000 0.00 0.000 17.000 0.00 0.00 0.00 15.00 67.00 RR65- 18- 02DPL2 2 16.101 27.211 1.000 0.00 0.000 17.000 0.00 0.00 0.00 36.00 ' 67.00 RR65- 19 -02DP 3 16.418 27.746 1.000 0.00 0.000 23.000 0.00 0.00 0.00 69.00 67.00 RR65- 19 -02DP 3 16.769 28.340 1.000 0.00 0.000 30.000 0.00 0.00 0.00 69.00 67.00 26" x 8' Enclosure 1 16.671 28.174 1.000 14.55 0.000 28.000 409.93 0.00 11,477.9 700.00 67.00 26" x 8' Enclosure 1 16.262 27.482 1.000 14.55 0.000 20.000 399.86 0.00 7,997.25 1,100.00 67.00 26" x 8' Enclosure 1 15.825 26.744 1.000 14.55 0.000 12.000 389.12 0.00 4,669.45 1,100.00 67.00 26" x 8' Enclosure 1 15.355 25.951 1.000 14.55 0.000 4.000 377.58 0.00 1,510.33 1,500.00 2,115.79 5,268.60 • • • Pole ' P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4/2412006 3:02:37 PM Height : 67.00 (ft) Page: 10 ' Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) z/ Load Case: Ice 69.28 mph Wind with Ice 16 Iterations Gust Response Factor :1.69 • Dead Load Factor :1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 200.39 571.42 0.00 0.00 10.00 196.25 559.20 0.00 0.00 _ 15.00 192.10 546.98 0.00 0.00 20.00 187.96 534.75 0.00 0.00 25.00 183.81 522.53 0.00 0.00 30.00 179.67 510.31 0.00 0.00 35.00 179.94 498.08 0.00 0.00 40.00 182.34 485.86 0.00 0.00 45.00 183.88 473.64 0.00 0.00 45.41 15.03 38.68 0.00 0.00 49.58 155.53 623.47 0.00 0.00 50.00 15.54 31.08 0.00 0.00 55.00 187.32 363.61 0.00 0.00 60.00 726.32 630.88 0.00 0.00 65.00 186.22 344.14 0.00 0.00 67.00 1,650.19 5,126.80 0.00 25,655.01 Totals: 4,622.51 11,861.44 0.00 25,655.01 • • Pole : P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4/24/2006 3:02:37 PM Height : 67.00 (ft) Page: 11 • Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 16 Iterations Gust Response Factor :1.69 Dead Load Factor :1.00 Wind Load Factor :1.00 • Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) . 0.00 -4.631 - 11.858 0.000 0.000 0.000 - 256.906 0.000 0.000 0.000 0.000 5.00 -4.446 - 11.280 0.000 0.000 0.000 - 233.751 -0.045 0.000 0.045 -0.083 10.00 -4.264 - 10.716 0.000 0.000 0.000 - 211.520 -0.175 0.000 0.175 -0.163 15.00 -4.083 - 10.164 0.000 0.000 0.000 - 190.202 -0.388 0.000 0.388 -0.241 - 20.00 -3.905 -9.625 0.000 0.000 0.000 - 169.787 -0.680 0.000 0.680 -0.315 25.00 -3.729 -9.099 0.000 0.000 0.000 - 150.264 -1.048 0.000 1.048 -0.385 30.00 -3.555 -8.586 0.000 0.000 0.000 - 131.621 -1.488 0.000 1.488 -0.452 35.00 -3.379 -8.086 0.000 0.000 0.000 - 113.847 -1.995 0.000 1.995 -0.514 40.00 -3.200 -7.599 0.000 0.000 0.000 - 96.952 -2.566 0.000 2.566 -0.572 45.00 -3.014 -7.126 0.000 0.000 0.000 - 80.954 -3.194 0.000 3.194 -0.625 45.41 -3.002 -7.086 0.000 0.000 0.000 - 79.708 -3.248 0.000 3.248 -0.629 49.58 -2.841 -6.464 0.000 0.000 0.000 - 67.202 -3.815 0.000 3.815 -0.668 50.00 -2.829 -6.431 0.000 0.000 0.000 - 66.009 -3.874 0.000 3.874 -0.672 55.00 -2.642 -6.068 0.000 0.000 0.000 - 51.865 -4.607 0.000 4.607 -0.724 60.00 -1.911 -5.445 0.000 0.000 0.000 - 38.656 -5.389 0.000 5.389 -0.767 65.00 -1.722 -5.103 0.000 0.000 0.000 - 29.100 -6.212 0.000 6.212 -0.802 67.00 -1.650 0.000 0.000 0.000 0.000 - 25.655 -6.551 0.000 6.551 -0.814 • Pole : P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR Y 4124/2006 3:02:37 PM Height : 67.00 (ft) Page: 12 ' Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) z/ Load Case: Ice 69.28 mph Wind with Ice 16 Iterations Gust Response Factor :1.69 • Dead Load Factor :1.00 Wind Load Factor :1.00 Calculated Stresses Seg Applied etree ae Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio . 0.00 0.43 0.34 0.00 0.00 0.00 13.02 13.47 52.0 0.0 0.259 5.00 0.42 0.33 0.00 0.00 0.00 12.37 12.80 52.0 0.0 0.246 10.00 0.41 0.33 0.00 0.00 0.00 11.70 12.12 52.0 0.0 0.233 15.00 0.39 0.32 0.00 0.00 0.00 11.00 11.41 52.0 0.0 0.219 . 20.00 0.38 0.31 0.00 0.00 0.00 10.28 10.68 52.0 0.0 0.205 25.00 0.37 0.30 0.00 0.00 0.00 9.54 9.92 52.0 0.0 0.191 30.00 0.36 0.30 0.00 0.00 0.00 8.77 9.14 52.0 0.0 0.176 35.00 0.34 0.29 0.00 0.00 0.00 7.97 8.33 52.0 0.0 0.160 40.00 0.33 0.28 0.00 0.00 0.00 7.14 7.49 52.0 0.0 0.144 45.00 0.32 0.27 0.00 0.00 0.00 6.28 6.61 52.0 0.0 0.127 45.41 0.32 0.27 0.00 0.00 0.00 6.21 6.54 52.0 0.0 0.126 49.58 0.39 0.35 0.00 0.00 0.00 7.05 7.47 51.8 0.0 0.144 50.00 0.39 0.34 0.00 0.00 0.00 6.96 7.37 51.9 0.0 0.142 55.00 0.38 0.33 0.00 0.00 0.00 5.77 6.17 52.0 0.0 0.119 60.00 0.35 0.25 0.00 0.00 0.00 4.55 4.91 52.0 0.0 0.094 65.00 0.33 0.23 0.00 0.00 0.00 3.62 3.98 52.0 0.0 0.077 67.00 0.00 0.22 0.00 0.00 0.00 3.27 3.29 52.0 0.0 0.063 Pole : P004037C Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc Location : King City - Elks Lodge, Tigard, OR 4/24/2006 3:02:37 PM Height : 67.00 (ft) Page: 13 Shape : 18 Sides Base Dia : 35.00 (in) Top Dia : 25.50 (in) / x Taper : 0.147390 (in /ft) Base Elev : 1.000 (ft) z/ Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft-kips) (ft -kips) (ft -kips) (ksi) (ksi) (ft) Ratio No Ice 5.9 0.00 9.79 0.00 0.00 327.50 16.97 52.0 0.00 0.327 Ice 4.6 0.00 11.86 0.00 0.00 256.91 13.47 52.0 0.00 0.259