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8777 SW BURNHAM STREET-4 Noah American Poke Corporation Engineering and Sales office: 5650 North Riverside Drive, Suite 104, Fort Worth, Texas 76137 P.O. Drawer 79350, Fort Worth, Texas 76179-0350 Fabrication Plant: 1607 West Commerce Street Bldg. #105, Dallas, Texas 75208 SPRI.Nrl I 100 FT STANDARD MONOPOLE FIl�AL Structural Design calculations NAPCO Job No. 96-196 PRo�Fss g 96 9 June 7, 1996 SITE . BUP97-0238 8777 SW Burnham St. � of 23 i IF THIS DOCUMENT IS LESS I� fr ski � i i � i � i � i i i iii iii iii i i iii it "P r�r it rl li � � � � � �J� � i iii iji iii iii i i iii iii iii i �1 �'I Tit � � t � 1 �r r�� i1� � � � LEGIBLE THAN THIS NOTATION , � � � 1 I I I�_� I V I_ • I ��I I p � � � � • I 1 dol 7T 1S DUE TO THE QUALITY OF "we one owww"No.36 THE ORIGINAL DOCUMENT . — - -- �III�IIII IIU IIII�IIII IIIIIIIII ilIIIIIII IIIIIIIII IIII IIII Illl�lifl IIII�IIII Illflllll IIII IIII 1116111111811111ILT llllii��llll IIII�IIII IIII1IIII IIIIIIIS Illl1ul9l illi�ll i 111111111111611 �llll 1111 Ilii Llil�liil 9n�iin yn�ini sn�uii yn�ini tilllull 1 00 C� J W C4 C o : OG • 1 � U' Mz My i • 10— IBJ x 10-0 A.I1's Gr. 7 100% PEN. i S N r SPACED ON 41 .2 IN. BC. �, kis I 3/8 7 MAXIMUM FOOTING LOADS 0 -0 HEIGHT FT 5y K Mz K41 5z K My K-FT VERT. K ' I/ 100.00 21 .4 1603.2 1 .2 108.2 14.0� 12 I.ON�,. 1VEI.n (TYP.) 11 l y 10 2 — R Y—AXIS, (SEE CALCS FOR MORE INFO) 8 4 \ PI. 2.25 x 47 x 3- 11 — a2 (50 icsi) ;1 0 7 I, 5 STENCIL MARK /nilnr ti,, �, Prefix w ALL A.B. lIOLES ARE 2 9/18 IN. DIA. cP�` 0 w 0,� �' S x� B 3J . 3 .� rte• De 1 . G • NAND 96 - 196 SPRINT .�. �"w"P11-1,4141-0" .11 . ►�. 4 ' t.n It"I" MAY"of•1 11191 10 m •till N• 14111 situ �v�lt �Atl�.��4iL�I�ir. PRQxCT�. . 0.11..111 M•111 Itltt will$11 N. 11(11 rOMI Gtptt p PAW-- �1/�,_wta•eta IM Nit 11AX96 of %� " [.:.T i�:w wtlavt•1r CUSfW[R art o . v 1 11D1 1 1 K'11 11 v 1 v • 1l ry� l .1 •nlr n.�r. IF THIS DOCUMENT IS LESS 1111111 1111 III f�l I 1111111 ' 111111 I � l� l 1 1111111 IT ilk IIIJ I � l 1 � T711- LFG7k I I0--- I �1 I y BLE THAN THIS NOTATION , 1 4 8 1 L 1 TO THE QUALITY OF ` + I T I S DUE � _� _ _._. ._. mom am THE ORIGINAL DOCUMENT . _ E 6Z BZ LZ 99 9Z I �Z RZ !; tZ OZ 6t 8I LI 9T I 9T I � T 8 [ ZT it I 9 I 8 L I 9 111101 ILII IIII 1111 IIII Till ILII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII III I IIII III ( II I 11111 Illi IIII IIII IIII i IIIIIIIII IIII�IIII Ii�id II IiII�IIII IIIIIIIII IIIIIIIII Ilillllil I IIIIIii IIIIIIIII IliIfIII! � � IIII�IJII y.r ,1 y _ 96-196 SPRINT ' E1A/TlA Force Calculation for 12--Sided Poles (196EA3] INPUT CASE 1 . 100 MPH WIND - . Wind (MPH) NO z -feight to Section Mid Point (ft) Ice On) :::: :O Lip Average Diameter (in) - including ice Height of Pole. h ) :AGO As = Projected Area (sq ft) - including ice Top Diameter In :':; 2D F = Force on Pole (lbs) Bottom Diameter In : :34:6 Taper In/ft 0.14600 Section Length (ft) OUTPUT CASE 1. 100 MPH WiND _ z dist Dtop I Obot Dp I Kz qz Gh Cf C As Poin Fj Fw ve o 1 90.00 10.001 20.001 22.921 21.461 1.331 34.10I.A.X9I :1.03:1 206.391 35.77 21 0 2123 1 2 70.00 30.00 1 22.921 25.841 24.38 1124 31.741.2:,6.9 1.03:1 226 21 40.63 I :41 0 2245 2 3 50.00 50.001 25.84 28.761 27.30( 1.13 28.831::1;69 :::'i_031 241.41 45.50 01 22x33 3 4 30.001 70.001 28.761 31.681 30.221 1.001 25.601'::1.69 '::::::::::::::1:031 251 .831 50.37 6 J 01 2244 4 5 10.001 90.001 31.681 34.601 33.141 1.001 25.601.1.69-1..<::::::: <1.03 J 276.171 55231::>:: `:7 01 2461 5 6 ::f I 6 9 10 I I i I: :tiixt::: ;I a 10 12 I ! I . ..... ... _ ) 12 13 14 15 i I I ! I I : ' i I I 15 161 I I i I I ( I I I f I I 16 171 1 1 I I I I I I I I I 17 18! 1 1 _ ( 191 1 1 I 20 0.671 33.331 24.871 24.8711 24.87; 1.22! 31 .301 1.691 1.031 229.12! 11 1 PSF 54.48 3 20 OUTPUT CASE 1 . 100 MPH WiND z dist Antenna and ice I Kz qz Gh Ca each antenna Point Fv IF I I __area I weiaht I I 1 R I FwA ( vert ( ,irz) 1 100.001 0.001 :15.001 ::2.72! 11.701 1.371 35.141 1.691 1.5 i 01 242.3011 1 1 176; 3635 1 2 8.0.001 20.001 :9_00 I 2-72!, 11.701 1291 32.97 i 1.691 1.51 01 227.3311 31 105 i 20451 2 31 : : . . ...I 3 4[`_ .: .. J I I. . .. I .. I �I I I i ! 4 5 8 9 90.001 10.001 :'::: -:1-.001 50.241 -'•::304.001 1.33110000.001-1.691 0.00221 i C i 2499.32 2! 3041 24991 9 10 90.001 10.001 : :1..001'.. :::;-: 50.241 0.001 1.331 10000.001 1.691 0-000001 01 0.001 ,..:: 2. 01 0! 10 11 ••� 90.001 10.001 .: :::'::-':1-..00 t' :::::50.24 1:: ::•304.001 1.331 10000.00 t 1.691 0_000341 01 384.51 I ':: <>21 3041 3851 11 12 :•90.001 10.001. =' 1.OU I ::;50.241 : ::: =:.0.001 1.33) 10000.001:•1.69! 0.001041 O i 1176.151_ :~.:;'•21 01 1176► 12- 13 13 14 I: :•r:: :v :I::.::::::::;• :a 1 4 15 1 15 z dist Cable, Platform and Ice Kz qz Gh Ca cable onlyPoin Fv Fw cable platf. nIatI. weight total (veru (horz) my area weight b/ft) b) 1 100.001 0.001': :::15 1313 :: :::>8_00:1'-:AQ 0_001 1.371 35.141 1.631. ;::::.':::.2.01_ : ::0.9Q1 675.001 >:-:-A 1 16751 772 1 2 :80.001 2Q.Q0) ::::9_®01::: ..... .001::A 000-001 129 32.971:1..69 :;:::2.0 : :;A.90 324.001 :: 31 13241 6791 2 3 1 3 4 . .. ;.:. 6 :1. - 1 6 7 7 e I v,, ;:• 8 I: 1:. � 9 10 ;:; :r: .. rr:: 10 12 :~ - 12 13 ( : . 13 14 I , 14 15 IA two 15 BU P97-023 8 8777 SW Burnham St. 2 off'23 IF THIS DOCUMENT IS LFSS Tlr�1 �r � 111111 111111 11111 I � III .� III Ijl �) 1 111111 ! 11 �� t�1 1IT pit I t�T �1 111 111 III III III I I III III III IiI I � 11�11 I � T 1 1 11T T11 111 1, 1 111 ill 1111111 111 Ill i1111 1 �TA l 1 1 II LEGI BLF� THAN THIS NOTATION , 1 -`!� Y `f � 8 R O 1 �-yl Z IT IF D11F TO THF QUALITY OF -- ------ - ` 1 THF ORIGINAL DOCUMENT . No.36 �j'""..'�"�':- too E 6Z SZ LZ 9Z Z � Z SZ L T� OZ 6i 8i Li 9I 4T fii Si ZT ii T 6 8 I L a 4 i► S Z T ���i�e III illl�illl I I (IIII IIII IIII IIII IIII IIII !II Ilii III III ILII IIII IIII III I I IIII Ilillllll I I IIII IIII IIIIIIIII IIII�IIII IIIIIIIII iliil�i�i i�iiliili 1 I III III IIII 11111111 IIII III) illllllll IIIII Ill Ililllll liriliill lllllllll iiii�iili ilii�ilii IIIIIIIII liilllill IIiiIi11� i I iiillJll 96-196 SPRINT EINTIA Force calculation for 12-Sided Pole [1 96EIA3] INPUT CASE 2- 87 MPH WIND W/ 1- ICE Wind (MPH) :87 NOTE: z = Height to Section Mid Point (ft) Ice (!n) :':1. Dp - Average Diameter (in) including ice Height of Pole, h (ft) - Projected Area (sq ft) including ice As To Diameter (in) F = Force on Pole (lbs) Bottom Diameter (in) 34.6 I .. ..:.x:: Taper (in/ft) 0.14600 Section lingth (ft) OuTpur CASE 2. 87 MPH WIND W/ 1- ICE z dist Dlop Dbot Dp Kz qz Gh Cf C As Poi F Fw c ve, ihor� 1 90.001 10.001 22.00 24.921 23.461 1.331 031 �5.631 34.10 6391 1757 1 2 70-001 30.00,1 24.921 27.841 26.381 1241 24.021:.1 X-9 244.761 43. 7181 1838 2 3 50.001 50.001 27.841 -30.761 29.301 1.131 21.821 . 259.101 48.83 7981 1855 3 4 30-001 70.001 30.761 33.681 32.221 1.001 19.38 ::1:69 �:-T.031 268.501 53 8771 1811 4 5 10.001 90.001 33.681 36.601 35.141 1.001 19.38I*----1_Mf-::' 292.531 58.57 - 957 1S-7 5 6 7 6 7 ............. 8 9 9 10 7- 1 la 12 12 13 13 141 � 15 14 161 17 • 116 17 18 I. 118 19 1 -] 201 66.67! 33.331 24.871 24.37 ; 24.871 1.2-2! 23.691 1 .691 1.031 229.12! 11 1 PSF 41.23:120 OUTPUT CASE 2. 87 MPH WIND W/ 1- ICE z dist Antenna and Ice i Kz qz Gh Ca I each antenna Point Fv Fw cntV I area -1 weight Fi I Fw I (horz) 100.00 i 0.001 15.001 3.701 .,,-.46.801 1.371 26.601 1.6917 249.421.1 1 i 702! 37414 1 2. 80-00 1 20.001 9.001 3.701 46.801 1.291 24.95 i 1.691 - 1 .5 1--3--5- 234.010 31 4211 2106 4' 2 31 : "' I I . :.*:.,::.:::::.�l. :........::.;:..,*:,--..:::1. .. . ..... ... 4 4 5 5 6 .... :1 I 7 6 8 7 -... .A I 8 9 90.00l 10.0131 ...... 1 .00 `52-75 936.32! 1.331 7569.001-1.691 0.00:=1 1 632! 1986-321 2! 936 i 1986 9 10 90.001 10.001 1.001 ...::-52-751 oxo 1 1.331 7569.001 1.691 0-0(3(1001 01 0.001 01 a 10 11 90.001 10.001 52.75 1., 1.Z13l 7569.001 .1.691 0-000341 6321 305.5911 ::-.-. .: -J 9361 306111 12 90.00 10.001 we - 00 1 1.331 7569.00 1 .1[.63 1 0-01�1 041 01 934.74 01 935 12 14 • 13 14 15 z dist Cable. Platform and Ice Kz Gh Ca cableanlV poi Fv Fw cable Piatt. Platt, weight total' (horn) qrTty area weight Fft) (Vert) Ob) Pb) 1 -11 0OX0 1 0.001 9-00 1-'..1 20G.00 1 1.371 26.60 - :4. 1.9 1 2.0 675.001 -i-*.-i::--:-1 1 1875 i 730 1 2 20.001. 1.291 Z4.95 V-1.6 3 - 15241 643 2 4 3 S f. 4 k.1 7 a 8 10 S 11 I 10 12 12 13 13 14 1 k\ r-, t I I 15 1\\ Nil K 1 14 15BUP97-0238 V \ V 8777 SW 13urnhill" St. 3 of 23 TF THIS., DOCUIVI J ,rl LFOO,, 1 T 111 { 11 f f 1 1-1-1 1 IT 111 , 11 I-IPTI-r-I 1 11111 111 1111 111 114 1111 111 111 I 1111111TIT111TI-1 T-1111ITTT -11-1 11 1,FGTBLF THAN THIS NOTATTON , TT 1.0, DUF TO THF, QUAL JTY OF - - ----- �S R O 1 Z THF ORTGJNAL DOCUMENT . No.36 /(Of L 9 9 OZ 61 LT it 0' V or MI 58571 I F 9 1 6 Ill, 11111111 II �� i ��►�ii��� ����lII� JJr {Ill) Illi Illl III) IIII IIII IIII IIII ILII IIII IIII IIII IIII IIII IIII ILII IIII IIII III! Illi lll) IIII IIII I II IIII IIII IIIIIIII IIIIl�I►IIIII!!►I�� �� ii i I TIA, IIIIIIIIII 111111 II Ilifiillllllll�ll! I; i 96-196 SPRINT EIAJTIA Force Calculation for 12-Sided POIe (196EIA31 INPUT CASE 3. 50 MPH W114D Wind (MPH) >50 NOTE: z = Height to Section Mid Point (ft) Ice int ...... > >O. Dp = Average Diameter (in) - including ice Height of Pole, h _ :Z00: Ae - Projected Area (sq ft) - including ice Top Diamnter in F = Force on Pole (lbs) Bottom Diameter (in) >>.: 34.6: Taoer (n/ftj 0.14600 Section Length :20 OUTPUT CASE 3. 50 MPH WIND z dist Dtop Obot D Kz qz Gh Ct C As Poi Fw _�_ Fa vert) o R) 1 90.00 10.001 20.001 22.92 21.461 1.331 8.521:3:6,9 ::>1:031 206.391 35.77 >::a>Z:I 01 S31 1 2 70.001 30.00 22.921 25.84 24.381 124 7.931:1:69•( : ::1'.03'1 226-211 40.6:( <::::::::'� 31 561 2 3 50.00 50.00 25.84 28.76 27.301 1.131 7.211-1.- t::::::`;::::::•l.031 241.411 45.50 ::::::;:::51 01 571 3 4 30.001 70.00 28.761 3-1.68_1_ 30.221 1.0_q_[ 6.40 t::1.691<: .1.03J 251.831 50.37 :: : ::: 61 01 _ 561 4 5 10.001 90.001 31.681 34.601 33.141 1.001 6.40111.691`:;?::::1:03.1 276.171 55.x_3 :: : ::::'::7 01 615' 5 7 I ... . 7 9 ;.,.:. .. .,:.. 9 I t•:. ..:.;:: 10 I 1 10 12 12 13 I I 1 1 f I 13 t4�1 I i ( I I i7 I ,.:) I ��� I I 14 15i 1 1 I i I l I I I I I 15 16i I I I I I I I I I I __ I ! -~ 16 17�_ I I I I I ! 1 I I I I I I 17 181 1 I I I I I I I I I i I I 18 191 1 I I 1 I I I I I I I I 19 201 66.67; 33.331 24.871 24.871 24.8'7 i 1.221 7.82. 1.691 1.031 229.12: 11 1 PSF 13.62:120 OUTPU r CASE 3. 50 MPH WIND z dist �� Antenna and Ice Kz qz Gh Ca each antenna Point Fv Fw I I arty i area weightI_ I Fi I Fw vert I (hor.) rz f ) 1 100.001 0.001 •:15.001 •1:.2.72 ! 11.70 I 1 .371 8.791 1.691 1.51 01 60.581 1 1 176 i 90911 1 2! 80.00 ! 20.001 . :. ::: .9.001 '-"-2-72X1 11.701 1.291 8.24! 1.691 1.5 i 01 56.8311 31 1051 512' 2 3 I _ 1 :.. I :1 :.... I I I I 1 IfiI2 3 a 5 I I . •I I 1 I I 5 6 77 9 90.001 10.001: :':::1.001 50:24:1::;::::.304.001 1.331 2500.0011.6910.002211 01 624 3041 625 9 10 "90.00 1 10.001 1.331 2500.001 1.691 0.000GO 1 01 0.001 :>` :•21 01 01 10 11 90.001 10.00 I. :'.1.00 I ; :-':::: 5A:24'I ::: 304.pA 1 1.331 2500.001 1.691 0.000341_ 01 96.13 304 I 96 11 12 90.001 10.00 : .::;::::; 1.001.:::.;1-:::::50.24. . '. :::::0.001 1.331 2500.001 1.691 0,001041 01 294.04 :. ;. - 21 01 2941 12 13 13 ••�• ':1'.': 14 :; t: V.... 14 I. r :i::: 15 z dist Cable. Platform and Ice Kz qz Gh Ca cable onlyPointFv Fw cable I platf. platf. weight total (vert) (horz) qnty area wei ht b/ft) ' b 1 100.00.1 0.00 I ';:1:::::::;15_001' ': : :`::8:00:1:::11000:001 1.371 8 79 I 1 6�.1 :: ; '2:0 ':::;:::0:90 ',001 :: :;t 1 16751 1931 1 2 :80.001 20.001 :::9.OQ i .:.8.00 t. 1000;001 1291 8.241 1.69:1 31 1324 170 I 2 3 3 L; f� i 6 7 7 e g ;:. .. 9 10 10 12 ..•r.....i •.ti. .. 11 1A p 12 13 1 >: .. 13 14 I 1 to 15 B(JP97-0238 8777 SW Burnham St. 4 of 23 1 IF THIS DOCUMENT IS LESS 1 �r�. 111 ( 11 lllllli 111 I I III Ilf 111 I I III 111 ' 1TT T11 11- 11 11 I � I]T TTl iI III III III III 1 ! III III 111 Ill Ill T11 1 � 1 1 o ' I ' T�1 � � 1 III III 1111111 III ISI 11111 I I I I I 1 �T I l I I I i I I l I LEGIBLE THAN THIS NOTATION I f _ 4 f 6 _. 8 . 4 11. 12 IT IS DUE TO THE QUALITY OF - THE ORIGINAL DOCUMENT . -- _ -� "0'38 �j1 ,. �-�^ £ 6Z 8Z Lti 9Z Z � Z £Z Z 13 OZ 61 81 LT 8T I 9T � � £ T tit ii T a 8 L 9 9 11► Z I 1OWN .IIII IIII ILII IIII II11 ILII IIII 1111 IIII IIII IIII IIII IIII IIII IIII IJII IIII IIII IIII Illi IIII III II II ++ 1 it 1 I IIII Ill) Ill! IIIII�i�! !l11�11!! II!!�IlI {IIlIIIII llillllll IlIIIIIII 11!1111 � III�IIlI IIII��III f IIl1�1J11) r I hl�ki�9i **** KPOLE PROGRAM VER. 91 **** NONLINEAR STEEL POLE ANALYSIS 96-196 SPRINT, "100 FT" C33 .3 -OLE HEIGHT : 100.00 FT. YOUNG' S MODULUS 29000. KSI SHEAR MODULUS 12000. KSI CROSS-SECTION SHAPE : 12 - SIDE'S -VERTICAL COORDINATES OF JOINTS FROM THE TOP- JOINT NO. 1 2 3 4 5 6 7 (FT) .00 10.00 20.00 30.00 50.00 70.00 90.00 ---POLE SECTION DATA it SECTION 1 2 3 X-COOR. 2 THE BOTT. (FT) 39.750 74.000 100.000 O.D. 2 THE TOP (IN) 20.000 25.115 _ 29.744 O.D. of THE BOTT (IN) 26.360 31.208 34.611 SECTION LENGTH (FT) 39.750 34.250 26.000 SPLICE LENGTH (FT) .000 3.833 4.417 TOTAL SECTION LENGTH (FT) 39.750 38.083 30.417 PLATE THICKNESS (IN) .25000 .312:0 .37500 MIN REQUIRED GRADE (KSI) GR50 GR65 GR65 GRADE USED (KSI) TAPER (IN/FT) .160000 .160000 .160000 TANGENT .006667 .006667 .006667 �ECTION WEIGHT (LBS) 2497. 3631. 3975. TOTAL WEIGHT (LBS) 10103. -POLE SECTION PROPERTIES X (FT) O.D. (IN) T (IN) AREA (IN2) W/T Fa(55) Fa(50) Fa(36) .00 20.00 .2500 15.90 15.29 65.00 50.00 36.00 5.00 20.80 .2500 16.54 20.15 65.00 50.00 36.00 10.00 21 .60 .2500 17.19 21 .01 65.00 50.00 36.00 15.00 22.40 .2500 17.83 21 .86 65.00 50.00 36.00 20.00 23.20 .2500 18.47 22.72 65.00 50.70 36.00 25.00 24.00 .2500 19.12 23.58 65.00 50.00 36.00 30.00 24.80 .2500 19.76 24.44 65.00 50.00 36.00 35.00 25.60 .2500 20.41 25.29 65.00 50.00 36.00 39.75 26.36 .2500 21 .02 26.11 65.00 50.00 36.00 39.75 25.73 .3125 25.57 20.24 65.00 50.00 36.00 44.75 26.53 .3125 26.38 20.92 65.00 50.00 36.00 P R�A 49.75 27.33 .3125 27.18 21.61 65.00 50.00 36.00 50.00 27.37 .3125 27.22 21 .64 65.00 50.00 36.00 55.00 28.17 .3125 28.03 22.33 65.00 50.00 36.00 60.00 28.97 .3125 28.83 23.02 65.00 50.00 36.00 =�-- 65.00 29.77 .3125 29.64 23.70 65.00 50.00 36.00 70.00 30.57 .3125 30.44 24.39 65.00 50.00 36.00 74.00 31 .21 .3125 31 .09 24.94 65.00 50.00 36.00 74.00 30.45 .3750 36.32 20.15 65.00 50.00 36.00 79.00 31 .25 .3750 37.28 20.72 65.00 50.00 36.00 84.00 32.05 .3750 38.25 21 .29 65.00 50.00 3E .00 89.00 32.85 .3750 39.21 21 .87 65.00 50.00 36.00 9Q.Oo 33.01 .3750 39.41 21 .98 65.00 50.00 36.00 95.00 33.81 .3750 40.37 72.55 65.00 50.00 36.00 Q U P97-0238 8777 SW Burnham St. _5 of 23 / JL dw, IF THIS DOCUMENT IS LESS TT�TIT -1111111 ljT� r� l ( 1011 I ( 111111 I � I� I 1 1 ! 11111 I �Tj11T ljl � lll 11111 1 TlT �1 111 Ill 1111111 III I I III 111 III ili 1 � l 1 1 � 1� T 1 TIT T11 111 111 Ill IT] 1 1 111 1111111 111 111 11111I 11 LEGIBLE THAN THIS NOTATION , 1 � 6 8 R 0 1, 1. TT I 'S DUF TO THF QUALITY OF _-- -�� - - - - _ GUST No.38 �` '""""' TriF ORIGINAL DOCUMENT . �� - 6Z I I i III IIII III( (III IIII IIII IIII (IIIII 111111111111 1111L11T1III IISII t(IIIIIIQII tIIIIIII�II tIIIIIIEII tIIIIIIIZII tIIIIItt t I 6 ! IL I II9 � i► I8 a ON IIHill 1111 11 9F11111111111 8OZ 8t II11 1 11111111111111111111111111 illllilllllllllll Illlllllllil 96-196 SPRINT, "100 FT" [33 .3 PAGE 100.00 34.61 .375041 .34 23.12 65.00 50.00 36.00 ,SULTS FOR LOADING CASE 1 -- CASE 1 . 100 MPH WIND DISTRIBUTED LOADS -- FACTOR FOR DEAD LOAD IN X-DIRECTION 1.000 WIND PRESSURE IN Y-DIRECTION .00 PSF WIND PRESSURE IN Z-DIRECTION .00 PSF LOADS ON POLE - FORCES,KIPS MOMENTS,FT-KIPS JOINT X Y Z X Y Z 1 1.851 4.407 .000 .0Ci0 .000 .000 2 .608 5.007 1.176 .000 .000 .000 3 1.429 2.725 .000 .000 .aoo .000 ,. 4 .000 2.245 .000 .000 .000 .000 91 5 000 2.283 .000 .000 .000 .000 j 6 .000 2.244 .000 .000 .000 .000 7 .000 2.461 .000 .000 .000 .cO0 ****** RESULTS FROM NONLINEAR ANALYSIS ****** `OCR FORCES,KIPS MOMENTS,FT-KIPS STRESS, DISPLACE.MENTS,IN X,FT X-AXIAL Y-SHEAR Z-SHEAR X-TORQUE Y-BENDING Z-BENDING KSI X Y Z .00 1.435 4.560 .012 .000 .000 ..000 -.090 2.390 66.726 5.292 , 5.00 1.711 4.585 .014 .000 .066 -22.860 -3.290 2.131 61.172 4.850 10.00 2.001 4.609 .016 .000 .142 -45.845 --6.034 1.875 55.655 4.407 10.00 2.140 9.651 1.1,/5 .000 .142 -45.845 -6.043 1.875 53.655 4.407 15.00 2.452 9.674 1 .197 .000 6.122 -54.157 -11.612 1.626 50.211 3.966 20.00 2.784 9.695 1 .199 .000 12.111 -142.579 -16.415 1.388 44.891 3.533 20.00 3.969 12.534 1 .208 .000 12.111 -142.579 -16.479 1.388 44.891 3.533 25.00 4.329 12.548 1 .209 .000 18.154 -205.287 -22.105 1.166 39.743 3.114 30.00 4.710 12.557 1.210 .000 24.201 -268.051 -26.978 .961 34.813 2.715 30.00 4.530 14.795 1 .209 .000 24.201 -•268.031 -26.969 .961 34.813 2.715 35.00 4.941 14.799 1 .209 .000 30.247 --342.x]37 -32.217 .778 30.145 2.339 39.75 5.3:'0 14.797 1.209 .000 35.990 -412.330 -36.569 .626 25.990 2.007 39.75 5.679 14.820 1.211 .000 35.990 -412.330 -30.965 .626 25.990 2.007 44.75 6.195 14.821 1.210 .0 000 42.043 -486.436 -34.303 .486 21.917 1.683 49.75 6.729 14.815 1.210 .000 48.094 -560.527 -37.195 .367 18.155 1.387 50.00 6.757 14.814 1.210 .000 48.396 -564.230 -37.329 .362 17.976 1.372 50.00 6.620 17.093 1.209 .000 48.3096 -564.230 -37.324 .362 17.976 1.372 55.00 7.186 17.081 1.208 .000 54."1 -649.669 -40.501 .264 14.559 1.105 4 60.00 7.771 17.062 1.206 .000 60.477 -735.029 -43.265 .185 11.488 .867 65.00 8.372 17.035 1 .204 .000 66.504 -820.,M- -45.666 .123 8.777 .659 70.00 8.990 17.001 1 .201 .000 72.51a -905.365 -47.747 .077' 6.436 .480 70.00 8.909 19.243 1.201 .000 72.518 -905.'365 --47.744 .077 6.436 .480 74.00 9.426 19.211 1.199 .000 77.318 -982.275 -49.647 .050 4.834 .359 74.00 9.965 19.227 1.200 .000 77.318 -982.275 -43.766 .050 4.834 .359 79.00 10.703 19.184 1.196 .000 83.309 -1078.307 -45.557 .026 3.160 .233 84.00 11.459 19.133 1.192 .000 89.281 -1174.105 -47.104 .012 1.837 .135 89.00 12.232 19.074 1.188 .000 95.232 -1269.626 -48.435 .004 .S70 .063 90.00 12.389 19.061 1.187 .000 96.420 -1288.6'93 -48.677 .003 .719 .052 90.00 12.359 21 .521 1 .187 .000 96.420 -1288.693 -48.676 .003 .719 .052 95.00 13.167 21 .451 1 .182 -0001 102.342 -1396.129 -50.210 .000 .180 .013 100.00 13.991 21 .372 1 .176 .000 108.236 -1503.19! -51 .536 .000 .000 .000 13U119/-UL_i2S 8777 SW Burnham St. 6 of 23 IF THIS DOCUMENT IS LESS T [f jTTIII ] [1111 11111 1 111 '1111 1..1111 1 11 ! 1111 I �T�T1T 1� 1 IIT ', 11 I 1111 ITT 1II III III 111 111 I I III III 111 Ill l � I T�1 �1 1 1 TjT 11T 111 T�1 111 111 11f1111 111 III 111 I I LEGIBLE THAN THIS NOTATION I I ( I 1 I 1 I Q i IT IS DUE TO THE QUALITY OF - ---� - -- - 6 ---- O R Q 1 IIII�IIII ILI6I Zlilt II8II ZIIII IIILI�ZIiII 11911 .Z11111111Z1111 ILII IIII III IIII ILII IIII IIII IIII 1111 II111111 IIII IIII 111111111 IIII�IIII I!.IIIIIIIII If Il_llf II IIII�IIII - No.3e ._.._.,. IL /), Q I �THE ORIGINAL DOCUMFNT . 1(0'GUS7- 'p Z J8111 Z Z Si 6 9 a, 1B1JIIII 6 Illilllll Ifflllf II III II !� lfllllllllll (IIII II Illilll fill!! Ilfl III fill 1 IIII IIIIIIIII IIIII IIII illlliJl) 96-196 SPRINT, "100 FT" 033 .3 PAGE 3 RESULTS FOR LOADING CASE 2 - CASE :. 87 MPH MIND W1 1" ICF u1STRIBUTE.D LOADS - FACTOR FOR DEAD LOAD IN X-DIRECTION 1.000 WIND PRESSURE IN Y-DIRECTION .00 PSF WIND PRESSURE IN Z-DIRECTION .00 PSF LOADS ON POLE -- FORCES,KIPS MOMENTS,FT-KIPS JOINT X Y Z X Y Z 1 2.577 4.471 .000 .000 .000 .000 2 2.511 4.049 .935 .000 .000 .000 3 1.945 2.749 .000 .000 .000 .000 4 .718 1.838 .000 .000 .000 .000 5 .798 1.855 .000 .000 .000 .000 6 .877 1 .811 .000 .000 .000 .000 . 7 .957 1.975 .000 .000 .000 .000 j T •• r ' 1 ****** RESULTS FROM NONLINEAR ANALYSIS ****** CSC• FORCES,KIPS ' MOME-NTS,Fi-KIPS STRESS, DISPLACEM TS, X,FT X-AXIAL Y-SHEAR Z-SHEAR X-TORQUE Y-BENDING Z-BENDING KSI X Y Z .00 2.179 4.678 .014 .000 .000 .000 -.137 2.072 62.064 4.284 5.00 2.455 4.701 .016 .00O .075 -23.448 -3.417 1.845 56.861 3.925 10.00 2.746 4.723 .018 .000 .159 -47.009 -6.226 1.621 51 .695 3,567 10.00 4.895 8.972 .967 .000 .159 -47.009 -•6.354 1.621 51 .695 3.567 15.00 5.207 8.989 .968 .000 4.995 -91 .915 -11.462 1.404 41 W`03 3.210 20.00 5.536 9.002 .969 .000 9.838 -136.895 -15.862 1.196 41 .631 2.859 20.00 7.250 11 .901 .980 .000 9.838 -136.895 -15.955 1 .196 41 .631 2.859 25.00 7.607 11 .903 .980 .000 14.736 -196.407 --21.Z.c 1.003 36.825 2.520 30.00 7.982 11.898 .979 .000 19.633 -255.912 -25.842 .825 32.27.9 2.196 30.00 8.561 13.785 .982 .000 19.633 -255.912 -25.871 .825 32.229 2.196 35.00 8.964 13.770 .981 .000 24.543 324.802 -30.701 .667 27.882 1.892 39.75 9.365 13,749 .980 .000 29.200 -390.162 -34.695 .535 24.017 1.623 39.75 9.693 13.770 .981 .000 29.200 -390.162 -29.374 .535 24.017 1.623 44.75 10.200 13.751 .979 .000 34.101 -458.968 -32.429 .415 20.235 1.361 49.75 10.724 13.725 .977 .000 38.993 -527.660 -35.067 .313 16.746 1.'127 50.00 10.751 13.723 .977 .000 39.237 -531.091 -35.189 .308 16.579 1.109 50.00 11.445 15.620 .980 .000 39.237 -531.091 -35.215 .308 16.579 1.109 55.00 11.998 15.582 .977 .000 44.130 -609.100 -38.048 .224 13.415 .893 60.00 12.567 15.537 .974 .000 49.008 -686.903 -40.501 .157 10.575 .701 65.00 13.153 15.485 .970 .000 53.868 -764.462 -42.,621 .104 8.071 .532 70.00 13.754 15.425 .966 .000 58.708 -341.741 -44.449 .065 5.912 .388 70.00 14.570 17.264 .968 .000 58.708 -841.741 -44.476 .065 5.912 .388 74.00 15.070 17.207 .964 .000 62.571 -910.686 -46.112 .042 4.438 .290 74.00 15.610 17.23 .965 .000 62.571 -910.686 -40.646 .042 4.438 .290 79.00 16.329 17.152 .960 .000 67.383 -996.627 --42.173 .022 2.898 .188 84.00 17.065 17.075 .955 .000 72.170 -1082.198 -43.481 .010 1.683 .109 89.00 17.817 16.989 .949 .000 76.929 -1167 .360 -44.595 .003 ,796 .051 90.00 '7.969 16,971 .948 .0LO 77.817 -1184.340 -44.797 .002 .658 .042 90.00 18.905 18.956 .948 .000 77,877 -1184.340 -44.820 .002 .658 .042 95.00 19.687 18.856 .942 .000 82.604 -1278.875 -46.077 .000 .165 .011 100.00 20.486 18.748 .935 .000 87.296 -1372.889 -47.152 .000 .000 .000 RESULTS FOR LOADING CASE 3 -- CASE 3. 50 MPH WIND t-3uV9 /_U1S8 8777 SW Burnham St. 7 of-')3 IF� THIS DOCUMENT IS LESS �11 --- ��� II �.TT X11 1 �1 I I 111 III ! 1f l ! 111 ' 111 I -I�- _il.T Ill 1 1 111 1�1 1 � I III III III ill I 11111 111 III ! � 1 111 1.11 11T �� T TIT T�T *1�1 i11 ! ll Ill 11111 1 ! I I I I I 1 ! l I � 1 ` l 1 1 1 II LEGIBLE, THAN THIS NOT/'�TION I l l ! � ( I 1 4 6 _�1.. 8 R 0 1 L 1 IT IS DUE TO THE QUALITY OF `��-�` -� - -- - _ - No.36 �...�w^w.. ST THE ORIGINAL DOCUMENT . PJ ._.�..,. II � 6Z � 8Z LZ 9Z ' Z i� Z i SZ G TZ 4Z 6t gi AGI 8T 9i I fit I E � I Zt I tT T 6 ^ 8 L 8 9 I b � Z T ��M1� Ilii) IIII IIlI IIII IIII IIII IIII IIII IIII IIII lilt IIII IIII HII�IIII IIII IIII IIII IIII IIII lill IIII II II IIII IIII Ilil�llll Illilllli IIIIIIIII Illliilll 11111111 I � I 11111 1111 IIII it I IIIillill II,IIIIII III II 111111111 111111111 IIII�IIII IIIIIIIII IIII�IIII IIII IIII II ll I III Iliilll IIIII'iJll • PAGE 96-196 SPRINT, "'100 FT" [3] .-� 4 �•'STRIBUTED LOADS - FACTOR FOR DEAD LOAD IN X-JIRECTION 1.000 WIND PRESSURE IN Y-DIRECTION .00 PSF WIND PRESSURE IN Z-DIRECTION .00 PSF LOADS ON POLE - FORCES,KIPS MOMENTS,FT-ir•IPS JOINT X Y Z X Y Z 1 1.851 1.102 .000 .000 .000 .000 \ �� 2 .608 1.252 .294 .000 .000 .000 V 3 1.429 .682 .000 .000 .000 .000 4 .000 .561 .000 .000 .000 .000 _ 5 .000 _571 .000 .000 .000 .000 6 .000 .561 .000 .000 .000 .000 7 .000 .615 .000 .000 .000 .000 �, ) ****** RESULTS FROM NONLINEAR ANALYSIS O FORCES,KIPS MOMENTS,FT-KIPS STRESS, DISPLACEi1T , P• �`,,,�s�''� X,FT X-AXIAL Y-SHEAR Z-SHEAR X-TORQUE Y-BENDING Z--BENDING KSI X Y Z .00 1.825 1.145 .00� -.000 .000 .000 -.115 .150 16.740 1.327 5.00 2.101 1.151 .004 .000 .018 -5.740 -.927 .134 15.345 1.216 10.00 2.388 1.157 .004 .000 .039 -11 .510 -1 .625 .118 13.960 1.105 10.00 2.967 2.423 .300 .000 .039 -11 .510 -1 .659 .118 13.960 1.105 15.00 3.265 2.428 .300 .000 1.538 -23.638 -3.064 .102 12.594 .995 ?0.00 3.576 2.433 .300 .000 3.039 -35.791 -4.276 .087 11.258 .886 10.00 4.989 3.146 .303 .000 3.039 35.791 -4.353 .087 11.258 .886 25.00 5.312 3.149 .303 .000 4.555 -51 .5-50 -5.770 .073 9.966 .781 30.00 5.646 3.150 .303 .000 6.071 -67.277 -6.997 .060 8.729 .681 30.00 5.634 3.711 .303 .000 6.071 -67.1-IT7 -6.996 .060 8.729 .681 35.00 5.980 3.711 .303 .000 7.587 -85.833 -8.317 .049 7.557 .586 39.75 6.320 3.709 .303 .000 9.026 -103.455 -9.412 .039 6.515 .503 39.75 6.649 3.715 .303 .000 9.026 -103.455 -7.974 .039 6.515 .503 44.75 7.096 3.714 .303 .000 10.543 -122.028 -8.815 .031 5.493 .422 49.75 7.557 3.711 .303 .000 12.058 -140.591 -9.545 .023 4.550 .347 50.00 7.580 3.711 .303 .007 12.134 -141.518 -9.579 .023 4.505 .344 50.00 7.571 4.282 .303 .000 12.134 -141.518 -9.579 .023 4.505 .3" 55.00 8.048 4.278 .303 .000 13.648 -162.918 -10.379 .017 3.648 .277 60.00 5.538 4.271 .302 .000 15.159 -184.291 -11.076 .012 2.878 .217 65.00 9.042 4.264 .301 .000 16.667 -205.630 -11.682 .008 2.199 .165 70.00 9.559 4.254 .301 .000 18.172 -226.925 -12.207 .005 1.612 .120 70.00 9.554 4.815 .301 .000 18.172 -226.925 -12.207 .005 1.612 .120 74.00 9.979 4.806 .300 .000 19.373 -246.168 -12.687 .003 1.211 .090 74.00 10.519 4.810 .300 .000 19.373 -246.168 -11.189 .003 1.211 .090 79.00 11.152 4.799 .299 .000 20.871 -270.192 -11.642 .002 .791 .058 8141 .00 11.801 4.785 .298 .000 22.365 -294.154 -12.035 .001 .460 .034 89.00 12.467 4.770 .297 .000 23.853 -318.044 -12.373 .000 .218 .016 90.00 12.603 4.767 .297 .000 24.150 -322.812 -12.434 .000 .180 .013 90.00 12.601 5.382 .297 .000 24.150 -322.812 -12.434 .000 .180 .013 95.00 13.288 5.364 .295 .000 25.630 -349.678 -12.823 .000 .045 .003 100.00 13.991 5.344 .294 .000 27.104 -376.448 -13.160 .000 .000 .000 BU I'y•/-U2_iN ****** SUMMARY OF RESULTS AT TOP AND BOTTOM OF POLE ****** 8777 SW Burnham St. 8 of 23 FORCES,KIPS MOMENTS,FT-KIPS STRESS, DISPLACEMENTS, IN 1Ir IV I1II llI +I1 ( I II1 {II 1 ( III � III 111 1 I I I I I � III I��T1T 1 � l , lI� 111 � ) 1 Tl1Trjl � 16 II � III I1I III lT11 1, T T 1 TIT l T1T 111 jl 111 1111 111 111 l1l l1l I1I1 I LEGIBLE THAN THIS NOTATION , S R 0 1 � 1IF THIS DOCUMENT IS LESS TT 4 QUALITY Y I OF THE ORIGINAL DOCUMENT . Gast I ii t 6 L E 6Z 8Z LZ 9Z Z i'9 SZ g I iZ OZ 6T BT LT 9i QI f iii SI I ZT I I 9 9 1► S I Z I �n�� IIII IIII IIII IIII IIII IIII IIII IIII IIII III! IIII IIII IIII IIII IIJI IIII III! IIIIIIIII 1111 IIII IIIIII I IIII IIII IIIIIIIII Illilllll IIIIIIIII IIII�IIII JIIII..Ilillllll IllllllilI I illllll Ilillllil Illilllil IIIII1111 IIIIIIIII illlill I IlilJl II s► �������� I IIII��III • DESIGN : 8 C33 .3 )TT. DIA. : 34.61 ,w 108.2 NZ = 1503.2 V = 14.0 12 SIDED POLYGON DIST. BETWEEN BOLTS = 12.94 s 20.60 I : 2121.8 ZI = 2121.8 OLT 0 Rx Rz P e b1 b2 b STRESS 1 20.60 0.00 176.53 3.29 11.13 10.09 10.09 45.55 2 16.67 12.11 150.49 3.18 11.13 9.86 9.86 38.36 3. 6.37 19.59 67.51 2.84 11.13 9.19 9.19 16.51 Pmax-- 176.53 STRESS max = 45.55 10 -18.1 * 10--0 A.B'S. * 50 GRADE 75 t PL 2.25 * 47 * 3 - 11 SPACED ON 41.2 IN. BC Or • 8777 SW Burnham St. 10 of 23 IF THIS DOCUMENT IS LESSTif TII , IIi "1IIIlI' 1 ~f�1 ( I 111 III IWT 11111 III I �I�TiT 111 111 I 1 T� 1 ITl 1II 111 III III III I ! III III III Ill l� l T, 1 1� 1 T T T1T T1r T ] T,T � � '� + � + l l 1 LEGIBLE THAN THIS NOTATION I I I I I I 1 _.� � o s o �. 1 1 IT I.S DUE TO THE QUALITY OF - - _ r� No.36 .,../..r�...� sl THE O,.IGINAL DOCUMENT . S 6Z SZ LZ 9Z Z 1�Z �t G III TZ OZ 61 BT LT I ST 9T v I ZT TI g L 9 Q �II11 Illi 11111111 IIII Ill! IIII IIII IIII IIII IIII IIII IIII IIII ILII IIII IIII IIII IIII IIII IIII l III II I I II i I I I ( t I I IIII III IIII�i I I I !I II it IIIIIIII III IIIII ( I I 11111111 IIII IIII ( Iilll 11111111116 1111L TIIIII(III (IIII i I ( I III IIIIIIIII Iltlull FEB. -24- 97 (MON) 12 : 48 CB COMMERCIAL TEL : 503 221 4873 P. 002 AFFIDAVIT OF RICHARD MARTINEZ I, Richard Martinez, first being duly sworn, stages as follows: 1. I am an employee of U S WEST Communications Plireless Group in Portland, Oregon. 2. 1 am employed with U S WEST as a Senior RF Engineer. 3. U S WEST has chosen to deploy Code Division Multiple Access (CDMA) in its Personal Communc iaaons System (PCS) architecture. 4. In my opinion, the power level of a CDMA system is considerably less than conventional analog cellular and other digital communications technologies. 5. U S WESI"s CDMA base stations are specified to transmit in a licensed frequency band designated by the FCC. 6. In the Portland area, all base stations will be operating on the E Hand frequency block (transmit frequencies: 1965 - 1970 MHz). U S WESTs cell sites will be operating at a nominal Effective Radiated Power (ERP) of less than 100 Watts in the Portland area. 7. I. Richard Martinez, do hereby, under the penalty of perjury, state that the foregoing is true and accurate to the best of my knowledge. r� Dated this aay of February, 1997. lUcHdrd Martinez U S WEST Wireless v Senior RF Engineer 5950 NE 122nd Avenue, Room 221 Portland, OR 97230 (503)2514265 wwwAmn amoff(kP7.03sA) 1 11UPY l-ULSB 8777 SW Burnham St. I I of23 R-94% _ 503 221 4873 02 - 24 -97 12 : 53P14 P002 - 11 IF THIS DOCUMENT IS LESS I II III III III IIT I I III III I � f T I 11111117470 I� 1I lIl I I lIl 1J1 TII III III III III I I III III III III III T� llljl 1 i T1 1111111 TIl III III IIIIIII III III IIII I LEGIBLE THAN THIS NOTATION , 11 I I I �I I } I IT IS DUE. TO THE QUALITY OFGG I THE ORIGINAL DOCUMENT . V-IIhIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII (III (III (III IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIItillI (III IIII IIII IIII (III (III (III (III (III (III (III (III lill,llll IIII IIII IIII IIIIIIIII 16 X - Z8ZLZ9I 19T 14T t T ST I ZT I TTI T�I I L I 9 I 9 I I S I Z I Tewue -24' 91 (MON) 12 : 48 00 COMMERCIAL IGLzJUU Lki •v , � STATE OF Col^addo _ ) } ss COUNTY OF peuver "he foregoing, inscrum.nt wa.', subscribed and sworn to before me this 6thday of February, 1997, by Richard Martinez WnnNFSs my hand and official soul this day- My ayMy Commission Fal3ires: Ur1�)9 "N eP`ublic ur*,A\ a e"ff 097MSA) 2 13u 1't''/-023 8 8777 SP' Burnham St. 13 of 23 _ R-94% 503 221 4873 02-24-97 12 : 53PM P003 » 11 IF THIS DOCUMENT IS LESS IIT"lll III 111 I ! Iilll I 11111111 111 I I III III I i� rlT�Tll ill 1 �1 11T T11 III III III III I I III III Illllll I� I T1T 11 1 T T1T 6111111111 III IIIIIIIIIII Ili ill 1111111 LEGIBLE THAN THESQUALJTYOOF TI 111 I I I �I. I I J I I nT �� I r 1 I I THE ORIGINAL DOCUMENT . 6X - nigIIIbIlF111111111nllllll �iii�iiI i e1iiQ199111117, ..q' fA ' tlti«IV:d.. S4 y.. .. .. ... .. ,. .. ,„;. ....._. -.-. .•5:;,6.. ..,.el...2: AMANiVfYA+744.A iw LEGAL DESCRIPTION: PARCEL I, OWNER: APPLICANT: SPRINT SPECTRUM US WEST COMMUNICATIONS OREGON ELECTRIC RAILROAD A tract of land In Section 2, Township 2 South, Range 1 West of P.O. BOX 23562 5950 NE 122nd AVENUE (50' WIDE R.O.W.) the Willamette Meridian, In the City of Tigard, County of TIGARD, OREGON SUITE 221 Washington and State of Oregor, described as followsi (800) 877-7746 PORTLAND, OREGON 97230 aBeginning at a point of Intersection of the Southwesterly right of (503) 251-7391 POWER POLE X346 \ way line of that r_ertoin 50 foot strip of right of way conveyed to athe Oregon Electric Railway Company by Janes R, O?Mara and 1 1/2' IRO►I PIPE - \ Mary C. O IMara, his wife, by deed da ted January 4, 1907 and CONTACT: CONTACT: I wowrecorded February 16, 1907, on Page 40 of Book 75, Deed I S Record_ of Washington County, Oregon, and the west line of the ��ZERLMACATION BUILpiNG PERMIT APPLI�ATioi�I UNDERGROUND POWER LINE ~�� rov Witham Graham Donation Land Claim No. 39, said point beim ALEX PERLMAN DENNIS PURDIN FROM U11L. POLE X346 -- \, \ ppro► p 1 THE WALTER GROUP BECHTEL CORPORATION � 1 I "l Comments St meed f monument ed by an Iron pipe) thence South 43' 007 West J et to along the wast Donation Land Claim lima a distance of 354.3 812 SW WASHIN,TON 595C NL 122nd AVENUE n�� " SUITE P`0 SUITE 221 TREES (FIR ABOUT 60' HIGH) y' ' \ - w ._ , feet, More or less, to the center line of County Road No. 977) ~\i ` -U PORTLAND, OREGON 97205 POR?ILAND OR �+ � ` ' \ •• -- •`�.�'1 -� �, thence South 45' U4? East .along the center line of sold OREGON 97230 t.nmments; �� County Road) a distance of ;5,75 feet) thence South 0' 21? (503) 52� 7833 (503) 251-7292 NEW EQUIPMENT CABINETS ��. �' � `��• •• West a distance of 132.33 feet to a � \ pant, said point being ON CONCRETE SLAB ` monumented by an Iron pipe) thence South 89' 417 East, a distance of 368.55 Feet to a point In the center line of County �� ' / `������ �\ ��•• \ Road No. 227 to a point on the Southwesterly right of way line n�� EXIST. MONOPOLE \� "A '� `� •q % \1 \ \ of the Oregon Electric Rahway Company, as aforesaid) thence M W/ NEW ANTENNAS —� �� ' ,� \ \ North 41 587 West along the Suuthwesterly right of way N line as aforesuld, a distance of 291.63 feet to the point of CV beginning, - � EXCEPT that parcel described In a Street Dedication t EXIST. FENCE ,�0 -' � •� \E` \ '�� \ Public fora perpetual right-of-wayo the / \ P p p for street, road, and utility Z ►�? C,I..i�,. \ i �ys� purposes, recorded September 30, 1986, Fee No. 86044437, SITE ADDRESS: O SPRINT SPECTRUM 0 PARCEL Ill 8777 BURNHAM W `0 TIGARD, OREGON 97223 ..•� \, A tract of land in Section 2, Township 2 South, Range 1 West of0 '\ the Willamette Meridian, In t'ne City of Tigard. County of 0 GRAVEL PAVIN \ \ \ Washington and State of Oregon, described i • \ \ \ PROJECT DESCRIPTION. as follows ENTIRE EXIST. PROJECT' AREA t \ \ g INSTALLATION OF AN UNMANNED WIRELESS ILI) Ci \ \ Beginning at the point of Intersection of the Southwesterly + ELESS COMMUNICATION FACILITY LOCATED y g ADJACENT f0 EXIST. MONOPOLE; CONSISTING OF RADIO EQUIPMENT AT GRADE cc S ester) right. fib,. O \ �. �,`�, a \ of way line of that certain 50 foot strip of right of way conveyed LEVEL AND 3 ANTENNA SECTORS \ to Oregon Electric Railway Company by James R, 07Mara and ( ) NTH (2) PANEL ANTENNAS AT EACH SECTOR, Q Mar C. 07Mc ra, , AND ONE GLOBAL POSITIONING ANTENNA MOUNTED ON EXISTING MONOPOLE. y his wife, by deed dated January 4, .907, and .•- �, '� \ EXIST, 10'-0" +' �• recorded February 16, 1907, on Page 40 cc Book 75, Deed r-- ��•�_-r's�� O ACCESS� EASEMENT \ •\ Records of Washington County, Oregon, and the west line of the PROJECT INFO: _ ~ William Graham Donation Land Claim No. 39, said point being rCl) UNDERGROUND TELCO,,--- y' 'f \ \ rionumented by an Iron pipe) thence South 43' 007 West CONSTRUCTION TYPE: NA TRENCH (APPROX. 4T141) •, . __ '�� / along said west donation land claim line a distance of 354.3 feet, OCCUPANY: NA �- �,\ _ _ _ _ _ .• '" \ ♦ f ' �. more or less, to the center of Count Road No, 9 7 t NO. OF STORIES: NA 1O a North 45' 047307 West along the center line or County hence TAX PARCEL NO.: R0461306 W Z !` 1 Road No, 997, a distance or 241.44 feet) thence North 43' BUILDING CODE. UNIFORM BUILDING CODE Q. Z 007 East a distance of 367,75 feet, more or less, JURISDICTION: CITY OF TIGARD �;' ,;•�; ' ) / / f ,O to a point on the EXIST,, PLANTER �O PG �/ \. Southwesterly right of way line of that certain 50 foot strip of ZONING: CBD - CENTRAL BUSINESS DISTRICT %' c'� �• \ right of way conveyed to the Oregon Electric Railway Company ADJACENT ZONING: -CBD S-CB D E--CBD W-CBDN ' ,.F. AREA: 174,48 / ;; ;; � �. � \ December 13,by Rudolph Hunziker and S.C. Hunziker, his wife, by deed dated SITE A � z m \ \ 190C and recorded February 16, 1907, on Page 39 LEASE AREA: 400 SF. / i \ \ \ \ V of Book 75, Deed Records of Washington Count Oregon, L'NDSCAPE COVERAGE: 16,400 S.F. 9.47 r' % % ;;/ \ EXIST. CUR . 9 Y� 9 IMPERVIOUS ��'' ( ) �r'; fi \ \ \ \ \ thence South 41 387 East a distcnce of 242.25 feet more or jkrACES: 156,489 S.F. (89.79) a �. less, along said Southwesterly right of wa; line to the point of beginning, rEXIST. ASPHALT PARING,LOT' (n'\ \ \ \ 00 EXCEPT that parcel described in a street Dedication to the ;% ;; r / \ \ public for a perpetual right-of-way for street, rood and utility purposes, recorded September 30, 1986, Fee No, 86044437• APPROVALS /^`JJ ./i,:' ,r �•, ��'S,\ \ ; �, / AND EXCEP*r that portion of the above described parcel lying SIGNATURES OF INVOLVED PARTIES INDICATE THAT THEY HAVE REVIEWED THE within the property described In a deed to Tualatin Valle Fire ACCOMPANYING DOCUMENTS AN H \ ♦ a � � Y D AVE APPROVED THEM. CHANGES INITIATED • \ and Rescue. District, recorded July 1, 19 , Fee No. 92045576. AFTER APPROVALS HAVE BEEN GIVEN MAY RESULT IN ADDITIONAL DESIGN AND /' �`�` •'\ \ \\ \ \ OR CONSTRUCTION COSTS. ~ ` PARCEL IIII 4/24/87 BTS RELOCTION \ \ \ Township 2 South, Range 1 West of DATE: 4/9/97 REVISED CABLE RUN \� ♦ ` therWillam ttenMeiridsan Section Cit y of Tigard, County of BECHTEL CORPORATION \ \ Washington and State of Oregon, described as follows, 3/31/97 PERMIT REVISION , MAG. �, G \ \ \ \ 0 NORTH \ \ a Beginning of a point In the center of County Road North 45' - DAIS: --US WEST COMMUNICATIONS 3/12/97 PERMIT SET 46? West 241.44 feet of the most easterly corner of that certain \ tract of land\ conveyed to Charles Burnham by dyed recorded In 3/3/97 ZONING REVISIONS\ �. �� �\ •\. Book W. Page 162, Deed Records of Washington County, _ DATE: Oregon, said beginning PROPERTY CONTACT 2/28/97 ZONING SET NORTH � \ � N � � 9 9 g point being also the most westerly PARTIAL SITE PLAN corner of that certain tract of land conveyed to W,J, Kerry by l -• deed recorded in Book 146, Page 105, Deed Records) thence REV DATE DESCRIPTION T 1" = 20'-0" North 42' 197 East along the northwester) line of said Y MANAGE Kerry tract, 367,7 feet to the westerly right of way of Oregon MANAGER JM Electric Rahway Company) thence Northwesterly along said pa�TJ JM right of way line 60 feet to a point) thence South 42' 197 GENERAL NOTES West 374.23 feet, more or less, to center line of County Road 1. ADA COMPLIANCE: FACILITY IS NOT STAFFED AND NOT TE M 44'50'12' E 80.31' — '�' \ and the easterly line of said Burnham tracts thence South DRAWING INDEX °RAMNBy TW DA2 /25/97 \\ INDUSTRIAL 45' 467 East 68 feet, more or less, to the place of beginning. T TITLE SHE uATE NORMALLY OCCUPIED. NEW EQUIP. CABINET'S �1 ZONED: COD SHEET, SITE PLAN, PROJ. SUMMARY, & NOTES CHECKED BY ON CONCRETE S — � l \�' EXCEPT that portion of' the above desce-lbed Al EQUIPMENT PLAN & ELEVATIONS JM 2. ALL CONSTRUCTION SHALL BE DUNE IN ACCORDANCE WITH \ parcel lying within ALL APPLICABLE CODES AND C CINANCES. EXIST. MONOPOLE \ OREGON ELECTRIC RAILROAD(50' WIDE) the property described In a deed to Tualatin Valley Fire and A2 DETAILS . TOWER W/ NEW ANTENNAS '.;' Rescue District, recorded July 1, 1992, Fee No. 92045576. A3 DETAILS 3, FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING \ ?•, E1 RISER DIAGRAM E2 POWER & COMMUNICATION PLAN AND BEGINNING CONSTRUCTION. +�► PARCEL IV, Architects Planners A Proaward s«vko oorooreft UNDERGROU IJ TELCO. � _ \ E3 DETAILS Mni ,d ,,,,o sE �� TRENCH �APPROX.) j ��i �+u r A taeood-1s� iso D e�-4000 4. FOR SPECIFICATIONS SEE ACCOMPANYING DOCUMENT ,;�;•, ,;,, \ '� 3� ,� • "TECHNICAL SPECIFICATIONS" A parcel of land In the Southeast o ie quarter, of the Northeast E4 DETAILS - ; - ASPHALT PARKING LOT ">'% 'j'•\\\ one quarter of Section 2, Township2 South, Range 1 West of 1 g . 5. ANTENNA ROUTING IS SCHEMATIC. CONTRACTOR TO ` � � , \\ :..9 Willamette Meridian, County of Washington, State of C-S TOPOGRAPHIC SURVEY ' DETERMINE SIMPLEST ROUTING. b�•' ' �� . '%�' \ Oregon, In the City of Tigard, being more particularly descrlbPd red.. ..................................... f ` , \ as follows, BEGINNING at the most Easterly corner of that 'onP~aily Approved.................. 6. ALL ANTENNA PIPE MASTS AND HARDWARE SHALL BE �•• \\ �,, \ property conveyed to Joseph W, Davis and described by Deed For only the`;: work as described In GALVANIZED \ �\ \ \ '� recorded August 23, :966 In Book 612, Page 441, Washington PER^1i1T NO. P L? -7- D 23 8 Count Records, said • `�T '.\ \ \ \ y point being on the Southerly right-of-way S,�a Lettot to: Follt�w.......... 7. PAINT ANTENNAS, PIPE MASTS, EXPOSED CABL.I:S, AND \ / •�- \ ,'�, line of the Oregon Electric Raiiwa Co.) thence S40' \ \ Attach....... ...... \ �, \' \ 07?327E following said Southerly rght-of-way 115.82 feet to 7?75�,tJ- /3vC&Au"` 7 HARDWARE WITH AN APPROVED PAINT COLOR. • Job Addr S6: �.__. n� r � (���4 \ �� \ \��r the most Easterly corner of that property conveyed to James R. 8. SUPPORT STRUCTURE, MECHANICAL, AND ELECTpI^AL ,' McGee and described b deed recorded Januar 30, 1973 In P - OFFICE �•/ > RD./INDISTRIAL Y Y SYSTEMS SHALL PE DESIGNED FOR EACH INSTALLATION SITE \\ rLy �/ \ ?\ , \ Z014ED: CBD Book 907, Page 324, Washington County Deed Records) thence IN COMPLIANCE WITH 1994 UBC AND ALL LOCALLY ZONED: COD ` �' , 944' 507117W following the Southeaster) line of sold APPLICABLE CODES, WHICHEVER � '. y ' �, \ McGee property 80.31 feet) thence N40' 07732?W 115.84 a/s WWI 001W/I�l//J'IC4711017S IS MOST RESTRICTIVE. � \ / 5950 NE 122nd AVENUE feet to a point on the Southeasterly line of said Davis property) SU 9. AT STEEL FRAMES REMOVE ALL BURRS AND BREAK ALL �. / / 10' ACCESS \ thence N44' 507117E following said Southeaster) line ITE 221 +. SHARP EDGES. �' EASEMENT \ '<,' 80.31 feet to the Point of Beginning, containing 9,267 square b ter PORRANO, OREGON 97230 EXIST. FIRE STATION \ ./ // ^, feet, or 0.213 acres, v► 10. NO SITE GRADING REQUIRED. BASIS OF BEARINGS. OR �� .. 11. THE SITE WILL NOT BE LIGHTED. \, / �.a • � / STATE PLANE COORDINATE PORTLAND,'�y;�, /Ay SYSTEM, NORTH ZONE '':' 11. SPECIAL INSPECTION BY AN APPROVED TESiiNG LABORATORY EXIST. LANDSCAPING NORTH AMERICAN DATUM 1983\, \\\ -� Jeep A.Aau �t REQUIRED ON ALL SITE WELDING, HIGH STRENGTH BOLTING, • _4t. ' PILING OPERATIONS, ALL STRUCTURAL MASONRY REGARDLESS � OF DESIGNED STRENGTHS AND STRUCTURAL CONCRETE. SPECIAL EXIST. GATE- ` EXISTING FENCE- \`\` INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL A PRIOR TO CONSTRUCTION STORAGE YARD ARCHITECT ELECTRICAL • \ �,� ��, \ EXIST. ASPHALT PAVING N C na'r�CJ 5/8' IRON ROD W/IiPC \.��+ NO DESIGNATED PARKING-�� RUHL-PARR do ASSOCIATES AER ENGINEERS, INC. ,,ITE ' POR-Q75A OF 1,lam• r �.� 3625 132nd AVENUE S.E. 11155 120th AVENUE N.E. \ 'pys.;/��'� \ EX1S11NG CURB y J SUITE 100 SUITE 200 SPRINT SPECTRUM EXISTING LANDSCAPING �+ Q BELLEVUE, WASHINGTON 98006 KiRKLAND, WASHINGTON 98033 gyp' 8777 BURNHAM (206) 644-4000 (206) 739-6051 TIGARD, OREGON MAG. RD./COMMERCIAL \ * 3 972123 4 0' NORTH ZONED: CBD \ \, DRAwNo TITLE DRAWS No 00 ' STRUCTURAL SURVEYOR \ N 88'12'07' E 84.54. VER SHEET t3Ul'y"7-U�tIS �'o PREMIER ENGINEERING, INC.IIJCKDC ARCHIIT CTS - ENGINEERS, P.C. 8777 SW Burnham St. 1___ — - 20223 131st PLACE N.E, 555 DAYTON STREET SITE PLAN 11. 14 of 23 2 SITE PLAN/VICINITY INFORMATION t • �� WOODINVILLE, WASHINGTON 98072 SU11E A NOR1�-� o: .. ,� (206) 489-1901 EDMUNDS, WASHINGTON 98020 ��, _, 7Q8T 13: ?.3 24 Apr- 1997 ��i;, _ 100' -0" - -- (los) s7o-s651 VICINITY MAP �" ,�e „�� ,'l PRINT D„TE ;,.,. TF TN1� DOCUMENT 1S LRCS T� i11111 III III III Ili I I !11 III I�i I I Ili iII I�i rl1 Ili ►l'1 iii I 1111 1�1 111 iII III IiI Ili I I III III ill ill Ili lit Iji i T 1iTTii iii T 1 III III III IIIr Ili �I I I " • , . . ' ���ti� �. -��_,'�.� i_I�I _� 11 11� 1 14 I I 1 1 �; LEGIBLE THAN THIS NOT,1'i'ION' ___.1___ ____1_.__.- _I_. __��_-___ I 8 TT IS DUF TO THF: QUALITY OF ---1 � _ _ 1 THF ORIGINAL DOCUMENT, M-36 £ I 8o BL LS 9L L 4L I til L OLIF-i--- Lt 9t QT 6t1 ST Gt it t 8 L 9 9 it 1��III­Il 'i'l �� � lI � I TIS I I I I , II IJII IIII�IIJI IIII�IiII IIII�iIII � I,J IIIIIJiII II II iIII,IIiIIIIII iIIIIiIILIIII IIII IIII ►iII IIII IIII IIII ►III iIIIIIiiI IIIIIIiII ullllln IIiI I'll IiIIIiin un nn lullllll Inlllnl IIIIiuill i 1. '� '� r% Via} .'�1• �Y. � ty('f /\ ' � / � \\1\1N S. ��� .� �, �;,�. �`hr'•.1 `K•1�'1�Y" `��' �-•, c=� ,.s I-�' tit �� �•s - / AV Jr 'S 31� ,,4L. .• * ?``f• , `1. l� 1 C j --'.•�.f C.J` ,.�. ��r►'V r-� �, � �Strt"+4 ,/�, JOVA�.�r� �� •,,11 ( ?fdX. �i iYY' t,,, t�'r•" r F�- j �� r �/ �.� r.-y. c f r I MONO -v-�\ 1101 It- 1�r A`T'N . � iij _ " ,,, •�, . .ti,. y+ �' EidST. 'POWER POLE f , ! ; ■ 7 .1 NEW PMENSL CABINETS, '$60 4 0 yyAlJ VW .r.ys;�I_.._ TE ` / ! I A2 ti A2 ;'EXIST. E iWt ` t h; ' ,•,•,tr';: 4 w5 s•,�1 $ .;r• u`{•' L;°{� {•'f'�jh�. 'j'r :;, ti , , .. •:fr ,� f i\'`�`'�..,� �, N j�� ',"",., ..}rte rr1� ..1 '. ', }�,^'�S•4{•' }{•.S ;s,5{:•7'. • ' � ''' / \ '••`" � s �+ ;�t�'� r •w. TEES R AB 1 rl ` ';t ^a• ?S• r, r•✓ �t S �� ti >t a;s Frf&� Viz'. + + ti{S}r `✓' �. ; V I ' `, - r- ., +-•..1 1,.{;fF.,.n, s� •k, � ti•,.•' ,�, •t: z,+s y rt•,• ' ' ;, �;(/� �','f ' �'•• ••,�! ' e 'r• ,n •! ,r• r.r 7 ,} •�, '''v.�:•,1..,.x;r. ' n ,}�. .� ..l�.l,�.•, ',��, „ K} ,. ��' ` �•'r `\ r z z 0 EXIST. FENCE i EXIST. FENCE �` '/'� -`•_-�, EI� a UNDERGROUND POWER LINE Q W FROM UTIL. F'JLE X346 � WEST ELEVATION -- _... .y- .._...._�.� • ';`•;,�''-- _ 1 '� � U O 2 „•' ` . / / \ k}y�r ` - �-�• M EXIST. 5' LIGHTNING ROD _.�'-,� �\,��, � ,%;.•'�� � - I TOP OF MONOPOLEN NJ EXIST. ANTENNASLO ~^ - - 0 .-'', NEW ME ISCONNECT 562A 365 W of 0 / A3 A2 a Z NLEW ANTENNAS 6 NEW EQUIPMENT CA INETSI ` E-- m 433A 436A 437 360 419 430 ON CONCRE]l SLAB ,'�/ - \O• A2 A2 A2 A2 A2 A2 -�-" , P Cn ® a I. .......,�•-_•-_.._ -•-..... ._`....� /�' 'L�6 20' " X 20"-O" LEASE AREA ®. 00 EXIST. MONOPOLEs. *e (SEE STRUC. K:'O. PROVIDED BY MONO- f' �~ 1 % ��' a NEW CABLE RUN \ POLE MAN ' ;:.;rrjt �� �^ - UFAC.) ;1rt -~ , ��.� �- ( - 557C 555 4/24/97 BTS RELOCATION J r� Az A2 sIM. 4/09/97 REVISED CABLE RUN f' _ ti 3/31/97 PERMIT REVISIONS 3/12/97 PERMIT SET 4// �lOp. 3/3/97 ZCNINt�� REVISIONS -+ - - — EXIST. GRAVEL • „6 2/28/97 ZONING SET REV DATE - � DESCRIF�TI(M EXIST. FENCE: 6'-'0" HIGH PROJECT ..� / MANAGER JM ARCHITECT/ r• r ENGINEER JM 8 DALE DRAM BY TW DATE2/25/97 o �.: c{ tiQ7 - '' CHECKED BY / JM NEW GPS UNIT QlA r �c A2 Architects Planners A Prob.Iono1 SwvM Capwaft NEW ANTENNA`• EXIST. MONOPOLE W � 1•ti a•-r• 'N1 433A 6A 437 3625 132nd Am S.E. Suits�,�� � � EXIST COAX CABLE A2 A2 f 4er;1 ''1 S -1,14k 3�f4 EXIST EQUIP. / t�-.,..I,N'f r 1 w '�r��4 EXIST. SPRINT SPECTRUM w_t•.,, ••• �•��t� UTILITY DEMARCATION BOARD �s „o 71. J ,/esf Commuaioafioos I ''• u' 'V1•t i 5950 NE 122nd AVENUE o �`srt �•j SUI TE 221 EXIST. EQUIPMENT x BEYOND POLE � -st, '�""-t•-,�� �y y, EXIST.j" PORTLAND, OREGON 97230 ,�� EXIST. CURB t sem' a k-• r a- < a �. fit• /j �.�, 1 EXIST. PLANTERCL EX'ST. FENCE XIST. CURB ,, 13�. r �,.; Std, '�.. y✓{•✓? f Y { �+, + ti _ EXIST. GATE 12'-O" t ,? {: t S 4 t� .•., ✓:kiT` l� s,.': �'.; S'• 5 : Yy,, l,'}.✓jr'✓ r Yah,' Sr'1C,Sr t t \ H� t �,�/> ."'�4 t,�{ s "1S �' •t y r + �5� i. >fl�� ` S }it } p� {' ''� �',/`� L'1 j lba ,,�{�'Y{•��,j �,�- WIDE (2) 6'-0" GA?E LEAF � A tD ?7^ •'�2ra; �'�'�r:�f�;�;`;ic',y,s,{`r:. .�,sy�r?� ;}a✓�' ✓` .r: ,�:� %. {' 'r�q. ?' ✓,: s.;r:•.' '�+ C'','•�, �'S' �... 4'~"', ,�� �•.'� �•.'"�'' ��r\,/ T •t . ✓. ti i 1 J -- \ OF C� POR-075A " w ' NEW METER ISCONNECT EXIST. FENCE/ CT 8777 BURNHAMRINT SPE UM ON CONCRETE SLAB A3 ACCESS EASEMENT TIGARD, OREGON z NEW EQUIPMENT CABINET-S 97223 Q ISUfig/-ULjif ON CONCRETE SLAB 360 43O -- -- — -- J CL 8777 SW Burnham St. A2 A2 �— — DRAIYNG TITLE DRAWNG NO oo 0 15 of 23 ~ ....... _._.- EQUIPMENT PLAN ELEVATION -_ _�.— — _._ �- - - '•�•., ,,. - -- -- _ NORTH ELEVATION NORTH ~^ ~ EQUIPMENT P M EN T P x •- ,�p„ — __ -- — _- �`, �� �� �-U LAN ��Sat 13:25 24 Apr I9�1 _ AlAl rr a 1 \ -.---- 1/8 �41 _ 1/4" /4„ = 1'-0" JOB LAUNDER PRINT DATE ...r.e.,...,..-o ,-. --- r._,.._,,.,.._.._ ._.... .,. .._ __. ._ .._. . _ ..�.... -....... - -- _._._ 97-708 IF THIS DOCUMENT IF LESS �IT(IIiIIIIIIII IIIIIII VIII I IIIIIII i� l�l I ' I { VIII 11T111T llllllr IIIII'lllll�lll l�lllll IIIIIII VIII I IIIIIII VIII Ill�ill�l I�rll ? 1�T1111 i11 IIIII�III�I I�III �I IIIIIIIIIII I T r p 1,FGIBLF THAN THIS NOTATION I -�-- I ( —� I I 1 II l �__1 I v I--1 GUST IT JG DUE TO THE QUALITY OF — THE ORIGII".L DOCUMENT. -- — - -- -- -- — — — --- -- £ 8�G 8G LG 9G >G �6G �£f., 'IG�II�G OTG �t I Rt LT 9Ii 14T 11bt I £i IGT I tt I t I 8� I L I 9 I SII �� I t„u� ����� ilil�lllllllll�llll Illl�illl IIII�IIII IIII�IIII IIII�IIIIIIIIIIIIIIIIIII�I!'' �Iill IIII�IIILIIIi�llll IIII�IIII IIII�IIiI IIIIIIIII IIII IIII IIII Ilil IIII IIII IIII IIII IIII IIII Ilii IIII IIII IIII IIIIIiIIIIllllll IIII IIII IIII IIII IIII IIII IIII IIIIIIIIIIIIIIIIIIIIIIII IIII Illl�ull 116NDARD CONCRETE AND REINFURCING BAR NOIES:. 12'_0. tV 1. AL._ CONCRETE WORK SHALL BE IN ACCORDANCE WITH THF ACI 301, STANDARD STR.IUGTURAL STEEL NOTES: AC 318 AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. -' 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH or FOR EQUIPMENT UNwSS NOTED OTHERWISE. 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. LAYOUT SEE `� `� #4 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, 3. REINFORCING STEEL SHALL CONFORM TOASTM A 615, GRADE 60, DEFORMED DETAIL 430 + �� GRADE A OR A501. UNLESS NOTED OTHERWISE. WELDED VIRE FABRIC SHALL CONFORM! TO r ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. o - - _ — 3, ALL WELDING SHALL BE DONE IN USING E70XX ELECTRODES AND WELDING SPLICES SHALL. BE CLASS "B' AND ALL HOOKS SHALL BE STANDARD U.N.O. SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED 4" GRAVEL 1� CONCRETE PAD, SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AlSC MANUAL (CAST-IN-PLACE 0 � OF STEEL CONSTRUCTION', 9TH EDITION. FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: (WHERE SHOWN OR PRECAST) •�v, ON PLANS) —, WWF 4X4 - W4.OX4.0 x CONCRETE CAST AGAINST EARTH 3 IN. 12" TYP �� 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 CONCRETE EXPOSED TO EARTH OR WEATHER: � 2" TO MATCH BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS EXIST PAVEMENT NOTED OTHERWISE. #6 AND LARGER 2 IN, ,� e,--X #5 AND SMALLER, & WWF 1 1/2 IN. — b!.,p ° e;..%. . OR GRADE 5. BEAM CONNECTIONS SHALL BE DESIGNED FOR COMBINATION AXIAL, mooa' s 3° 6" UNLESS SHOWN UTNERY�SE .• •- X ""ri'° #4012 EA WAY IN TABLE OR ON PLANS HORIZONTAL AND VERTICAL FORCES INDICATE ON PLnNS. IF BEAM CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR so,: o°- °,•�° ° NOT CAST AGAINST THE GROUND: 1�_6. 4" �1/2" TROWELED EDGE TTP. N REACTION ARE NOT SHOWN, THE MINIMUM VERTICAL DESIGN FORCE SLAB AND WALL 3/4 IN. -- _ — _ _ ,- ° ° N SHALL BE ONE HALF THE TOTAL UNIFORM LOAD CAPACITY OF THE MEMBEk. BEAMS AND COLUMNS 1 1/2 IN. FIN GRADE I 6. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, :.ADDERS AND STEEL 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE J 0)GRATING MA`! USE 5/8" DIA. GALVANIZED ASTM A 307 BOLTS UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. OR AS INDICATED OTHERWISE. COMPACTED SOIL TO MIN t15% MODIFIED, MAX DENSITY UNLESS NOTED OTHERWISE. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN PER ASTM D1557 METHOD D (TO BE VERIFIED WITH z UTAMCTtR THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO �;. SITE SPECIFIC SOIL REPORT) NOTE: d AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. MFR. RECOMMENDATION FOR EMBEDMENT DEPTH AS SHOWN THE DRAWINGS. 1. FOR CONCRETE NOTES - SEE DFTA;L 302. 1. USE GALVANIZED HILTI EXPANSION ANCHORS OR APPROVED 0 r 2. GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL EQUAL FOR EQUIPMENT ANCHORAGE. W 7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, FHALL BE PER WITH 100 PERCENT PASSING 1 INCH SIEVE. 2. FOR SIZE AND LOCATION OF ANCHORS AND OTHERO Ix MANUFACTURER'S WRITTEN RECOMMENDED PROCEUURE. 3. IF REQUIRED, LOCATE ?RANSFOP:,:ER IN ACCORDANCE WITH REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS. V. FLOAT SURFACE Si iALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL WITH LOCAL k NEC REQUIREMEN 4S. ;:,AD SIZE SHALL BE OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEI TO WITHIN +/- 1 DEGREE. MODIFIED AS REQUIRED TO ACCOMODATE TRANSFORMER. d SURFACE FLATNESS SHALL BE +/- 1/16 INCH PER YARD. cc STANDARD STRUCTURAL STANDARD CONCRETE AND _ EQUIPMENT PAD/SLAB ON GRADE OUTDOOR PAD FOR MINOR E UIPMENT 3°> STEEL NOTES 302 REINFORCING BAR NOTES 36o NO FROST CONDITION 365 Q "' l 8-0LO U 0 AZIMUTH a. z 1 I 2'-3 9/16" 10 7/16" 1'-11 1/4" EQUAL DISTANCE EQUAL DISTANCE 0 CO w MONOPOLE y FRONT " I I TX1 X1 I � z 1/2' DIA ANCHOR BOLT - FUTURE: ANTENNA TXO/RXO /--- DOWN-TILT BRACKET (TYP 12 PLACES) - RED/YELLOW RED/GREEN (TTP. 3) � a• 1` I M I I 3'-6" ANTENNA oN. Cn 00 I /—TI VSNUB UP 7 IF i °°°°°°° °°° i--- BOLTED MOUNTING BRACKET I I I 2'-2 5/1i," TZO/RZO TYt/RY1 2 1/2" DIA PIPE MOUNT 1100 6" 2'-6 BLUE/GREEN MITE/YELLOW HDSL POWER o I o I , 1'-0' �• ANTENNA DOWN-TILT N CV 3/16" MINICELL _ 1/8" 9._6. �I , I " 40. � �• BRACKET 1/ 2" JUMPER cRowrN GROw rm mmCaL POWER 4 6 I ! i B" CAB ET CABINET CABINET CARNET r c3 ANTENNA —10 T=i0, 2�_g• 2'-7•_ 4/24/97 BTS RELOCATION I °p 1 ' 20_60 �-- COAX ACCESS HOLE CCA I I I I I I I�-O• -°• 7 3/a• a 5/89 97 PERMIT REVISION 120 AZIMUTH LOWER ANTENNA BRACKET 331 4/9/97 REVISED CABLE RUN •I-- - - - 1 I 240 AZIMUTH 3/31/97 2 7/8" 2 7/8" I 1► 12 3/12/97 PERMIT SET 2'-2" I REV DATE DESCRIPTION I I Pl. NOTE 2 10 PROJECT I A 3/4- NIPPLE MLW Itwool D mm..Cep JIM BETWM IDSL PANEL AND DOG HOUSE, AFCHTECT/ _ANTENNA MOUNT _ ar� R JM , TZ1/RZ1 TYO/RYO ORAWIN BYDAIE , BLUE/YELLOW WHITE/GREEN DATE r 04ECKO BY J M 419 ANCHOR BOLT PATTERN PLAN DETAIL DETAIL FOR MINICELL PCS EQUIP. (3 CABINE-1 S) 43o MINICELL EQUIPMENT / p ":D LAYOUT 433A CO—LOCATE_ MONOPOLE ANTENNA MOUNT 436 ANTENNA MOUNTING CONFIGURATION - - -� — -- — - Bahlapa" HANDHOLE FRAME Architects Pk,,ners A P ofawW d So Me Owpa Um ASSEMBLY 1'-6" 3625 132mt Am S.E. S"n. 100 Baw^ NIA 98006-1M (M) OW4= MONOPOLE WAIL 1" NEOPREME I GASKET " LEFT FRONT REAR I 3 — ANTENNA MAST ' 1/2- GALVANIZED BANDING __� HANDHOLE TYP _ I ANTENNA — FASTEN WITH CLAMPS PROVIDED FRAME SUPPORT BRA1'KET , IMT}1 COAX MOUNTING KIT I �� PART#104,744--001 ALUMINUM, SHROUD MTS - RM-BU COAX MOUNTING BAND I - - U-BOLT ' 2 1/4"— P ART#104745-001 `�° (2) CHB-114 COAX SUPPORT BLOCKS I BASE BRACKET ' IS IIf/@.psf CO/I�/I�u/I/C4�f/O/IS tii 3 9/16'x'` S 20 .',A GALV ALUMINUM SHROUD WELD TO MONOPOLE , \ I —(IF REQUIRED, PAINT W/ 7. COATS � 5950 NE 122nd AVENUE OF ALKYD EXTERIOR PANT: SUITE 221 FINISH PER REQUEST) POP, TLAND, OREGON 97230 CTS r` GROUND p COAX SIZE AND CUANfITY " r _ BASE BRACKET I -SUr'PORT BRACKET BUSS BAR 1/2 GPS COAX W NON INSUL W/ U BOLT c I a AS R QUIRED) KI/ NON- HANGER O 4' OC (TTP) PART104743-001 N %IZ 24" BEND I R INSULATING "HANGERS I " DRADIUS (TYP) a O 4'-0 OC TYP ATTACH JT P 1000, 18 L ��A '�-� �� 0 PAVERS W/ (2) 3/8 " DIA EXP BOLTS 1 � p, ATTACH SHROUD TO MAST CLAMP i JEW WEATHERPROOFING KIT Lc,� jeny A. R DIN 7/16' ANTENNA CA• -E I ( UNISTRUT (P15�38A FINISH GRADE I I #221213 - c� FEMALE COVER ASSEMBLY TRK S�, OC WEACH2)51DE) SURFACE WA \ UNISTRUT I 20x2"x2'-0" _I 112" DIA. COAX CABLE t- I -GROUNDING KITCONCRETE �0 ` I PAVERS O (OR EQUAL) POR-075A OF 00 4 1/4' 4 :1/16' 2 3/4' _ 4 -0 OG MAX 10 MIN. BCNOING RA%�iUS /--INSULATED GROUNDING SPRIN 1 SPECTRUM MONOPOLE GROUND TO GROUND a 1` ° e e E,USHING, THREADED, 8777 BURNHAM FOUNDATION LIAR ON POLE OR TOWER / U-Z GEDNEY TYPE HBLG T!GARD, OREGON ° e e 97223 e e e e ISUI'N/-Ul_itS I �~ CONDUIT ORAWIING TITLE DRAWING NO 8777 SW Burnham St. SOLID TRAY W/ OPENING UNISTRUT 3 tl DIA P 1 O08 ' 16 of 23 IN BCTTOM i OR GROUNDING SPRING-LOADED NUT (TYP PER HANGER) I DETAILS 437 TYPICAL ANTENNA DIMFNSIONS 55� DETAIL � , 5r,7� CABLE SUPPORTS ON GROUND 561A RACEWAY _ 708A2 13: 27 24 .ACS 1,19 A-2 .1 / CAXIAI__ CABLE TRAY FRW CCA TO MONOPOLE C w CONCRETr_ PAVERSYGPQ ANT17NN, S; O I JOBNUKMFR CRINTDATE / � IN _ T,�LLATI . 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LEG ' I I 3/16' r ' 1 8 V i L- 1-2 % 2 % 1/4' 5 `1 1/2' ' (nP / N PLATE) 04 5/8' % 5' % 9' (TYP. OF 2) EW „- CONCRETE PAD .. O O SEE DETAIL 365 `) 7/ d cc Q DISCONNECT AND METER PANEL MOUNTING 9 CONCRETE PAD — LoLy � a Ovo � Zm O a " a � 00 4/24/97 BTS RELOCATION 4/9/97 REVISED CABLE RUN 3/31/97 PERMIT REVISION 3/12/97 PERMIT SET REV DATE DESCRIPTION BANAom JM Nmn7cc17 Nacm JM DRAW BY TW oAa 3397 CKOMD BYJM DATE Rahl-tTMTM&M Architects Plmnere A AOl Bnb CapNAlm 183513bA Aw SE SV41W BbA,4 N IIWB-17M (!MJ N{-1000 US lyes! 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QUALITY OFN_ THE ORIGINAL DOCUMENT, IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIII VIIIIIIIIIIII JIIIIIII IIIIIIIII III;IIIII IIIIIIIII IIIII IIIIIwlili ilm1 124X I cn ANTENNA NO, COAX COAX REWD SIZE LENGTh cu ALPHA 2 1--1/4' 115' U BETA 2 1-1/4' 115' GAMMA 2 S 1 1/2' 1 53' N 1 Z COAX CABLE LENGTH + SIZES o EQ W 0 00 0 L) J 0 w 04 Cly a- w L 4 4 �` CL z 0 � = OC z ® CL ca 00 XIST, 25KVA(m) POLE 4/24/97 BTS RELOCATION MGUNTED UTILITY EXIST CAP OF TRANSFORMER UTIL TRANS 25KW 4/14/97 PERMIT SET RE`11SIONS — EXIST, POWER POLE EXIST LOAD ON 4/1/97 PERMIT SET REVISIONS PROVIDE SQUARE D OR EQUIVALENT. COMBINATION UTIL TRANS SKW 3/12/97 PERMIT SET METAL METER BASE/MAIN DISCDNNECT BOX, 3/3/97 ZONING REVISIONSel' _ NEMA 3R, 125A CONTINUOUS DUTY 4 TERMINAL, NEW LOAD 14,9KW 2/28/97 ZONING SET 7 ,,,k__A�ATV AIL S,C, = 7428 AMPS WITH UNDERGROUND SERVICE ENTRANCE AND WEATHER HEAD SEPARATE RACEWAYS FOR UTILIT'i AND NEW TOTAL FEv DATE DEsCRwnoN / EQUIPMENT CONDUCTORS, LOAD 19,9KW JM NEW SPARE �7 JR6 NEW WEATHER HEAD CAPACITY S,1KW �� �' CCR �3 11 97 PROVIDE 100A, 2P FUSED SWITCH WITH cN�er JRB ° 100A FUSES, A13111/97 AVAIL S,C, = 6805 AMPS AT SWITCH 120/240`', 10 GROUND TO PANELBOARD WITH Imo 91 komsdabo METER POWER CABINET 100A, 2P BREAKER AN IMMA Aft &E > 100ENCLOSURE CONCRETE PROVIDED WITH EQUIPMENT ,d,r,,,,,0 O..s,,� W;60.,.E LOAD SUMMARY 3#2 CU. + #8 GRND 2'RMC PAD 2P A ENGINEERS AER suis C too o,N AVE. N.E. GROUND LEVEL _ �_ "°'w°' MA. ��( 06)rn4051 AVAILB L S,C, = 6520 AMPS AT Ce 3-4/0 AL,, W/#4 GP'�, THWN, IN 3'PVC 3#2 CU. +#8 GRND, THWN, IN c'QVC, :SIZE SPECIFIED BY PGE) PROVIDE TRENCHING AND BACKFILL, USS Most COm/I ilmleolla s 5950 NE 122nd A VENUE 57117E 221 CONTRACTOR SHALL. INSTALL 3'PVC CONDUIT UNDERGROUND PW',?-MD, ORMW 97230 #6 CODE GNU TO BTS UP TO 12' ALIVE GRADE A f THE POLE, PGE PROVIDES ALL GND RING, CONDUIT BETWEEN THIS POINT & TRANSFORMER, IN ADDITION, UTYILITY CO, & CONTACT #1 PGE WILL PULL ALL UTILITY PROVIDED PGE — JIM BRENNEKKE (503)59U-2153 CONDUCTORS BETWEEN TRANSFORMER AND METER BASE. PARTIAL RISER DIAGRAM POR-075A SPRINT SPECTRUM 8777 BURNHAM TIGARD, OREGON '5197223 f 1, SD OftAMNO itTtE~ DRAM"NO 2 y POWER RISER litii�4����<.. 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SWITCH \ 0 Cc_ GROUND ROD W/ACCESS 508 0 Q / \ E4 }� \ \� BY OTHERS Q (FUTURE) \\ ~ d Z GROUND BAR FOR \\ COAX GROUNDS I- / 2 AWG, TINNED BCW \\ . 524 509 51 Fe Z RING GROUND) ES E4 E4 GROUND BAR FOR �5248 509 �. ° d ` \` , CABINET GROUNDS ` 5�4 o4/24/97 BTS RELOCATION \ \ \\\ 4/15/97 PERMIT SET REVISIONS 4/1/97 PERMIT SET REVISIONS 3/12/97 �'ERMIT SET 3/3/97 ZONING REVISIONS 2/28/97 ZONING SET \ \ REV I DATE DE909nIDN m \\ TO EXISTING MONOPOLE RING GROUND / 561 Naomcr/ ES atin JRB / � \ = / A puM nCCR as/11 /97 aonm to JRB 3/11/97 i 522 513 \ V A\ l/ E4 E4 um o ArahRooh Plane.r r.�r,«o p... \ 523 528 ONOPOLE GROUNDING / ,w 1 " Ill. 90%lm \ \ E4 E5 'NSTALL O \ """"10° 1° �' ~'0°0 \ UGHTNING 520 PROTECTION EQ IIliee1liansovt. W.I. IF REQ'D \ AER Kiftimm0, ". Ion \ _ ce00739-6091 !/S lyes/ Commune hri/oos '\\ 3910 NE 122Yrd AIENUE SUOIE 221 PORRANO, QPE4YAV 97110 �xl NORTH JK GROUNDING PLAN , POR-075A SPRINT SPECTRUM 8777 BURNHAM TIGARD, OREGON I PED PRF 97223 puma nno puoMO xo 12445 , c�Kdgt«1 ��. GROUNDING PLAN r F` tlUY9l-ULdtl 44 Tp,AI 0l+p II r-u 1181!7 8777 SW Burnham St. 20 of 2.3 Rq yMpi.1O 4r rom 07-743 PW DAM _._.. .. -- IF THIS DOCUMENT TS LFSR yT}fRT�'RI1Y'I I III Trl I/IaI III I 1i�I 111 1111 I 117 111 If}1'!�1 II 1JhI, III III III IIFrI III III III I III 111 l�l 1 1 T�i Tli 1�1 i I III III III III it 111 III I I � ��� LFGIBLF THAN THIS NOTATION. 11114 IT IS DUE TO THE QUALITY OF THE ORTGINAL DOCUMENT, II� �IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIII�II I IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illlulll IIII�IIII IIII�IIII illl�lul ull�nll ull�nu nu�uu iul�lni iul�un iul�lul ull�llll Ilu�un ml�nn 9i�un 9n�nH uu�uu ull�Hn mi�un ini r• i ' DOG HOUSE RADIO ELECTRICAL. SYMBOLS CABINET 90 DEGREE CONNECTOR FOR UQUIDTIGHT CONDUIT ® GROUND ROD WITH ACCESS r FLEXIBLE ® GRQl1ND ROD IJQUIDTIGHT CONDUIT RAISED HOUSEKEEPING PAD FTITI CADWELD TYPE CONNECTION FINISHED GLADE, AC PAVI 7O�SL NG COMPRESSION TYPE CMWCTIIN MATCH SLOPE AND THICKNESS -- ---- GR"DING VIRE OF EXISTING r RGS CONDUIT BURNDY SLAB ON GRADE TYPE KSU #6 AW BCW TRENCH CONNECTED PVC To BELOW 'Ol REPRESENTS DETAIL NUMBER SERVIT ! ' T ' C T ONNEC ABBREVIATIONS (5 PLACES) 0 NTS 44� AWG AMERICAN WIRE GAUGE ICV BARE COPPER VIRE (SOLID 'TINNED)_ UNDISTURBED GPS GEOSTATIONARY POSITIEINING SYSTEM CABLE TO PIPE :IIII I ,4 I I COMPACTED BACKFILL "Lg' FITTING ppm PCs PERSONA. COMMUNICATION SERVICE PPC POWER PROTECTION CABINET RING GROUND CONNECTOR PER SPECIFICATION PROVIDED PRC PRIMARY RADIO CABifEr #2 AWG BCW BURNDY TYPE GAR tt� EARTHWORK ON CABINET CABINET RWY RACEWAY r FLEXIBLE _ N BACKFILL UQUIDTiGHT CONDUIT TYP. TYPICAL N +� RAISED HOUSEKEEPING PAD RGS RIGID GALVANIZED STEEL ; 'N• — (SAND OR NATIVE SOIL) � FRYING PER EARTHWORK tJN SUB ENT ELECTRICAL METALLIC TUNING #2 AWG BCW �; nWG INTERIM DRAWING h— — TELEPHONE CONDUIT � SPECIFICATION 7' RGS CONDOR IGR YNTERIO1t GROUND RING (KALO) ' ' — ' ' —• • • — • • --1 CAKE COVER Z ,` UTILITY WARNING TAPE CONNECTED PVC TO BELOW SUB ON GRADE ITS BASE BAASETRAN TRANSMISSION ssys'nN MBLY CABLE TO CABLE 0 0 V FROM CONDUIT GEN GENERATOR CADWELD � EDGE TO EDGE GR GRIWN �- W EL Q a. ECTRICAL CONDUIT ISCV TARE STRANDEI COPPER WIRE ccV NTS POWER CABINET CONNECTION ISCv DYS UTED STRAIM CMM WIRE O O 4406 0 cc w 326' JOINT SERVICE TRENCH BURIED CONDUIT 440 T1/POWER CABINET CONNECTION LEGEND V 4 LEFT/TELEPHONE 500 502 GROUNDING - STANDARD DETAIL w4W FENCE GROUNDING Cn w a CABLE GROUND KIT GROUND ROD BOX REINFORCED CONCRETE #6 AWG STRANDED COPPER GROUND Imo• Uj z 8 1/2 ' ID CHRISTY COVER CHRISTY F8D WIRE (GROUNDED TO GROUND BAR) GRADE TYPE F22 (STANDARD ANDREW GROUNDING KIT) O Cc GRADE LOOP AS LARGE AS � jo � � POSSIBLE TO AVOID � � Z � SHARP BEND 4 13, 6 ANTENNA CABLE �'. ••I � 7/16 � 0 0 CADWELD •-:, .,-� i 0 0 0 CABLE TO ROD 3 3/4 • �-- -- — —� CONNECTOR 0 p , 0 p 1/2' DIA. 6 0 p 0 MAX, BURNDY TYPE GAR --Ala— 12' APPROX, 2'-6' MIN, o p p 0 0 0 0 0 INSIDE WALL REINFORCED y 3 "p 0 OF BUILDING RING GROUND CONCRETE EXTENSION ;n 0 0 I_ 3 . 1 TYPICAL CONNECTION OF CABLE GROUND KIT #2 AWG BCW CHRISTI TYPE ADS 16 TO ANTENNA GPS CABLE END 4/24/9 STS RELOCATION r; ' � r �' N 2 OR 3 HOLE CONFIGURATION CABLE GROUND KIT CLEAN SAND FILL #6 AWG STRANDED COPPER GROUND 4/15/9 t-ERMIT SET REVISIONS WIRE ( GROUNDED TO GROUND BAR) 4/1/97 PERMIT SET REVISIONS RING GROUND :i LEGEND ( STANDARD ANDREW GROUNDING KIT ) #2 AWG BCW �''�` 00 I 3/12/97 PERMIT SET GROUND ROD COPPERWELD 1 5/8 ' DIA X 8'-O' LONG _ 1- COPPER GROUND BAR, 1/4' X 4' X 20', HOLE CENTERS TO MATCH _ • — — 3/3/97 ZONING REVISIONS NEMA DOUBLE LUG CONFIGURATION ANTENNA GROUND ROD COPPERWELD 2- INSULATORS CABLE 7/8 . DIA. 6. 2/28/97 ZONING SET 5/8 ' DIA X 8'-0' LONG 3- 5/8' LOCKWASHERS MAX, 4- WALL MOUNTING BRACKET INSIDE WALL 12' APPROX. REV- DATE DESCRIPTION 5- 5/8-11 X 1' H,H.C,S,BOLTS OF BUILDING � JM NOTEt DO NOT INSTALL CABLE GROUND KIT AT A BEND Q 111M JRB _ CCR 3/11/97 GROUNDING - STANDARD DETAIL 506 GROUNDING - STANDARD DETAIL t� n JRB °"'E 503 GROUNDING - STANDARD DETAIL TYP 3/11/97 GROUND ROD GROUND ROD WITH ACCESS 509 513 ICAL CONNECTION OF CABLE GROUND KIT GROUND BAR DETAIL TO ANTENNA CABLE END CONNECTION TO LIGHTNING ROD FROM GPS ANTENNA Architects Planners A FIMbnb lwA�Cwpoift # STRANDED COPPER GROUND 2" GROMMETED aria�� "w � :wry.1� WIRE (GROUNDED W GROUND BAR) FROM GPS (QTY 1) @d""" NN 111J01'""" tMI"+-VW (STANDARD ANDREW GROUNDING KIT) HOLE IN COVER COVER FROM ANTENNA ANJA FOR ACCESS LIGHTING RODGPS ANTENNA CABLE GROUND KIT STANDARD ANDREWS CABLE (TYP,) ENGINEERS"�. N,¢. I SUPPORTS FOR GROUND KIT AER S:n too I PVC OR 2/0 BCW 1 I < TYPO NUAND, WA, SGM ANTENNA CABLE 3 4' DIA. JUMPER 1/2' (TYP.) L- CABENNA �---TO CABLE (206)739-6031 LE COVER ISLE PVC ASSEMBLY �— FROM ANTENNA 1/2' DIA. 3 3/4 6' LIGHTNING ROD 2/0 BCW ----- (QTY 6) MAX. LIGHTING ROC /CONDUCTOR MOUNT BONDED I I FROM ANTENNA GROUND BAR ANTENNA INSIDE WALL 12 APPROX, TO MONOPOLE CABLE ANTENNA (#2 AWG ISCW FOR MONOPOLE) CABLE (TYP,) OF BUILDING -_ - ANTENNA \ UeS I'Y��►f CO/I�/I�U%I�CAf� TYPICAL CONNECTION OF CABLE GROUND KIT -3/4" DIA. - CABLE 5950 NE 122nd AKNUE O/IS FLEXIBLE SUITE 221 E FOR ANTENNA GPS CABLE AT EQUIPMENT END MONOPOLE PVC TO CABLE PORMMO' QREGOV 97230 #6 AWG STRANDED COPPER GROUND COLD SHRINK TO CABLE TRAY I COVER WIRE (GROUNDED TO GROUND BAR) WEATHERPROOFING KIT (TYP,) #6 AWG _ _ ASSEMBLY STRANDED i (STANDARD ANDREW GROUNDING KIT) MONOPOLE FROM ANTENNA COPPER a + 2/0 CONDUCTOR FOUNDATION FRAME MOUNTS WIRE CABLE GROW KIT BCyy 1 (PENTHOUSE ROOF ONLY) I I 'DOUBLE HOLE I ANTENNA — ' -- • — #2 AWG TINNED BC +F- •� CONNECTORS (TYP,) #2 AWG BCW TO MAX, 6 RING GROUND #2 AWG BCW RING GROUND 7/8' DIA. �� f #2 AWG BCW f F ss, POR-075A INSIDE WALL 12' APPROX, GROUNDING BAR TO TRANSITION SPRINT SPECTRUM CABLE OF BUILDING MOUNTED ON NEARBY WALL Ok PARAPET GRD BAR AT BASE OF ALL DOUBLE '`�"� 8777 BURNHAM (QTY 3 TYP) SKID HOLE LUGS (TYP.) NG7 Et DO NOT INSTALL CABLE GROUND KIT AT A BEND7 /!� !'i%[-(;ON I 9722R3D, OREGON )R[-(;ON �� -- #2 AWG BCW ►" 1 WAIM No GND ROD 4- UI'�)/-Ul i!i 8777 SW Burnham St. TO RING GROUND _ 1 of'23 DETAILS �13a TYPICAL CONNECTION OF CABLE GROUND KIT GROUNDING - STANDARD DETAIL GROUNDING - STANDARD DETAIL GROUNDING - STANDAR D DETAIL II MrM91FOR ANTENNA AT EQUIPMENT END 520 522 CONNECTION OF GROUNDING WIRES T❑ 5?3 MONOPOLE LIGHTNING PROTECTION TRANSITION GROUND BAR (LE 4OCATED AT BASE. OF MUNOPDLE) 97-748 RW CAN 71 1 1 1 1 1 1 I I i' f l 1 1 1 1 i I l f l l l l 1 1 1 1 1 1 1 1 1 1 I I III I I I "`"`""""...... IF rHI� DOCUMENT I� LF�� �1 rIi II11 I III tll ill+l � III III .1111 I i(t ill Tii� 11fl -111 I(fll i fif i�T II( I I III III III i � ill III III I I II1 111 111 1 T TI1 111 1 1 1 1111 1 I I 1 I I III IIJI Jill I I J� I I I I I I I 6 $ I I � I �� I 1 LFG]BLE THAN THIS NOTATION, �- l �� �}� IT IS [)UR TO THE QUALITY OF � -- __�__�. �,_� THE ORIGINP.1, DOCUMENT. NO.311 GUST* 16, I'M S BL 8L LG 96 ZIIIILIIIIIIIII NIIIIIII INIIIIII IIIIIIIII IIIIIIIII Illl8TFil"Il�llll�f116IIIIIIIItI�Li1ZII,Iill1111111"I ll8l�Lt 111ii, �� SL[111�11'1'1 '111114111 I '1_111AII �ill LIIIIIIIII9IIIIIIIII 9II I 111111 II,IIIIIIII8IIIIIIIIIL tai� IIIIIIIII 111111�I11 FROM GPS ANTENNA :r'S ANTENNA (QTY 1) #2 AWG BCW TVO HIU LUG GPS ANTENNA TO PCS CABINETS TD AWE" CABLE (TYP.) (QTY 6, 2/CAB,) won ma ®� FROM ANTENNA ti (QTY 6) Z&VW >1UIFACE OF PG1.E) ANTENNA -r GK� 1-1/4' RGS CONDUIT �/'� TO CABLE CABLE (TYP.) �rP� vtTil iW° V e6 AVG COVER ASSEMBLY r6 AVG IAVG � SCV � ' �'P� I WVN nWN (IF ooKIPME �— SUPPORT DETAIL 561 0 JUMPER A 3 ■011110 CABLE (TYP.) rvo NU u)c � i R � ( T�vo��.u� 1/2 'D� COAX Q ALC) IL 3' N[N. BENDING RADIUS GROIMDING KIT TO CABLE coo CARR i I COVER f s = t t a�+t >sovw oioAA> ®® I ■ff■� q I ff IQl�E ASSEMBLY I �DaON N M6 AWG 526 s I �#2 AWG BCW #2 AWG BCW TO RING GROUNDx TO RING GRl]UND �� O O 2 AWG BCW TO � � /#2 AWG BCW TO RING GROUNDE RING GROUND AVG 1CV TG DOT. RING GADMD V IM 0 0 0 V 0 0� 524 GROUNDING — STANDARD DETAIL GROUNDING — STANDARD DETAIL GROUNDING — STANDARD DETAIL STANDARD D I" �26 ANTENNA CABLE GROUNDING TO 561 DETAIL .�.+ GND BAR MOUNTED AT CABLE COVER ASSEMBLY 524 GND BAR MC�ry I ED AT CABLE COVER ASSEMBLY GPS ANTENNA INSTALLATION ON MAST EQUIPMENT GROUND BAR GROUND BAR AND MONOPOLE GROUNDING CIS � 601 NWACE PLATE Color code the coaxial cables with colored heat shrink tubing as FUSE DISC. SWITCH descrided below. The actual color coding will take place after the Ul 0 IME CP240VAC. 1 PHASE 0 0 0 0 o cable Is laid out and the connectors are Installed. As part of the W NEMA 4 TYPE & I'mf r A snr fno W coax return loss Measurements, this effectively 'rings out' which ill 0 0 0 0 0 0 0 0 0 cable is which. So the color coding will occur during the return loss O measurements on the coax. Co METER 0 The color coding Is as fotlows, Z PANEL o To Identify the svctoi,i � O NEMA 3R TYPE o � � co cc a RED 0 Degrees or True North A �o Y - WHITE 120 Degrees or E.S.E ao 1 c o O 0 00 ° o Z a BLUE 240 Degrees or W.S.W 1/2" JUMPER 0 0 1 0 To Identify the porta CJIBLE (B TYP) 0 - GREEN 4/24/97 STS RELOCATION ( 1 a YELLOW 4/15/97 (PERMIT SET REVISIONS r I So each crux wilt have two stripes on each and of the cables. These 4/1/97 PERMIT SET REVIS104S stripos should be approximately 2 Inches long. s�' r- ---- -� �-- --- -1 r- ---- -� ANTENNA 3/12,/97 PERMIT SET CABLES For -the end of the coax that goes to the antenna, attach the I I 1 I I j stripes near the antenna as possible, ensuring that they won't get 3/3/97 ZONING REVISIONS I I I covered up by the weather-proofing and can be seen from the ground. ~NTNG SET Tzo/Rzo Tzt/Rzt Tm/Nt1�a TYt//f1YYt 1)co/Rxo nct/wct 2/28/97 ZONING L____ L_—______J 24(71-1Z 12(YAZ OTAZREV DATE DEQ W7101 GPS Jt 2• COAX RMUTCABLE MOXAM .1M M / _JRB _ _ aa1011 erCCR _ CAN . 3/11/97 s62RACEWAY - STANDARD DETAIL DETAIL <571 a - ,IRB " 97 DISCONNECT AND METER PANEL MUUNTING 5�9 COLOR CODING OF COAX CABLES doze AnA teate Planner's A 1,.A■imd Sw***!,W jW0 3M 104 A,w fit fldM 100 "WWI^NMI-= (M)60-M A Efian ENGINEERS 1110 IBM AVE. N.E. SUITE I LAW, VA. "M (206)739-6051 AS 0140sf cowwwooti►fris 5950 NE 122nd A VIIDVUE SUITE 221 PORTLAND, OIREGOV 97230 i a I I I t.t,<ti I'Ii'(irE POR-075A 12445 �" <\ SPRINT SPECTRUM 8777 BURNHAM 11GARD, OREGON 97223 mom fill DRAWN No DETAILS 311i'9)-0238 ' 09+04+ 11 Mar 1991 E 5 .� NlA■E11 PrztT DATE ���S W Burnham St. 22 of 23 97-708 IF THIS DOCUMRNT IS LESS I I 1 lil 1 1 1 1 1 1 1 1 ( I I I 1 1 1 1 1 1 ( I I I I T I T l 1 1 1 1 1 1 1 1 1 1 1 ( I I I�' I 11 1 1 1 1 1 1 1 1 1 1 I T 1 1 T 1 1 T T T 1 T 1 T 1 1 I Ill 1 1 1 1 1 1 III 1 1 �'11 � I � 1 lll � � lJ� lli� � 11� 111 � ��14 X11- � 11 � � � � � � 16 11 � � 11 111 � 11 � LRC 15 D THAN THIS NOTATION,, Gus � ��1T Ic UUR 'i'O T'HR QUALTTY OF — THF ORIGINAL DOCUMENT. ---�—T — -- — _ _.— _ _ _ qs 8IZ !! 8L LS 9��L Z fL g�L s��C O�L 8T 8[ LT 19i 4i 6t I91 Gt ( tt t 8 L 9 9� G �IIII illl�llll IIIIIIIII IIII�IIII IIII�IIIIIIIII�IIII IIIIIIIII IIII�IIII IIIIIIIII IIII�IIII IIII�IIII IIII�IIII I IIIIII�IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIII (III (III (III (III (III IIIIIIIII II IIIIII��eI (III IIII�IiII IIIIIIIilllllllllll IIII�IIII IIII�IIII IIII� it III1I1I I IIIIIIIIIIIIII I I Illl�tJll241 t, -�� - SUE BT JCHk FF' A3/25/97 REV. 0 DBL IL RM �\ 3 VQ Plull 73r Ab I / ,/ \ 7 W SITE POINT NAD LAT:N 45'25 42.06 / ^� pe LONG:W 12246' 05.33' RRI� ELEV.- 162.5 AMSL —— k`t - _- _ a `.moi•• � � � \\`_``�\ if '� / •P101111110 Pf7iENIX 340 i NS f\\ - � s_ ,, ,�, � J S WEST Communications a� �� WIRELESS PROJECT J t. i. </ --, ,, 31M/011tr X / FIRE WAIM NTAM SITE POINT NAD 83 IM1n + LAT.N 43625'42.06' L \ LONG:W 122'46 05.33 \ ELEV.- 162.5' AMSL CM A L10MIIOL PW �G IIS/10 tE1A{E / rw \ I + V \ RM�KMO rJm \ / \ + 55 Architects Daon Street SuitePA •. Dayton�G Edmonds, WA 98020 \ r►. I PQM fi + r, + (206) 670-8651 FAX: (206) 712-0846 + N I �o� ti I '*��3• N j \+ NORTH x'14 -_ -_-e�•aa=--- — — '00 \ v' �r S EE'1>tb7' E r \ MAGNETIC DECLINATION 20.00' 50 40 0 e0 MAGNETIC DECLINATION 20.00' 20 10 0 _ 20 \ 1 USGS QUAD.AD. BEAVERTON QUADRANGLE, OR 1984 NOW USG5 MAP, QUAD. BEAVEPTON QUADRANGLE, OR 1984 \ � _ SITE INFORMATION SITE PLAN - SCALE: 1 " = eo' i SITE AREA DETAIL scAi`E: � " _ �o' 2 SNt21NT CO-LOCAT 1. This is NOT a boundary survey. This Is a topographkal/informational aurvey only. 8777 S.W. B U R N H AM STREET2S 1 2AD-TAX LOT 2000 �'�'��'' aITE NAME: Sprint Co-Locate _ The boundary Information shown hereon Iso graphic depiction of a legal deec:riptlon provided by the title Insurance company Identified above. The scope of work for this TITLE iNFORMATION• - LAND S UR VE.YING, _ survey does not Include boundary resolution, there Is no warranty or responsibility Tigard, OR 97223 TfTLE REPORT UTILIZED FOR•THIS PROJECT WAS PROVIDED BY Wutem American Property SITE NUMBER: _POR 075A expressed of Implied as to the actual position of the boundary as. Research COMPANY, ORDER NO. 634239-P99 EFi71CTi& DATE: JANUARY i8, 1997 MAPPING & GPS WE ADMI111111111i t!777 S.W. BURNHAM STREET 2.) eases of Bearings for this survey 's record Information and found monuments as TiGARD, OREGON 97223 noted on the drawing. LEGAL DESCRIPTION: CB 1N0. Ti t POR-075A Tigard Water District 3.) Basis of Devotions is either found benchmarks as noted, or Global Positioning A tract of land In Section 2, Range 1 West o'/ the l9n OWIERE NAME: q 8841 S.W. ommercial System (GPS) Data (see note no. 4) Willtrrotte Meridon, In the City of Tigard, County Df Washington tY 9925 Na' BROADWAY Poertland, OR 97838 OWNERS, ADORES!: - . (�� /' i Oregon 97223 4.) latitude, longitude and elevations are derived from a Trimble ProXI GPS receiver DESIGN TYPE bred Stats of Oregon. V Phone: (503) 884-3949 p1 Tigard, is (60) ON-4194 �g 9 _ occupying a station for 20 minutes. The data (Carrier-Phase data) post-processed. See '_sate Description For this Parcel. Art'evable accuracy Is decimeter level using this method. 4480-L Black Avenue, P,leenanton, CA. 94686 ASSESSORS PARCEL iQ11 MISk UNKNOWN Phone: (1110) 401-8040 tray. (510) "n-W48 MAP ID.Nt1MN MS?+ 2S I 2V-TAY LOT 2000 MONOPOLE Coapair'ate Oetr110e: Denvur. CO. NET AREA OF W Iti_VINO PARCELISk 4.04 ACRES Phone: (303) 899-9011 NET AREA OF MJIIC" AWEA: XX ac, Ft._ N LATtTlA7E NAD 83 N_4V25'42.08'LOIIGRTUM- W 122.48'05.33' `+0 \ SHEET TITI.F NAD 27 h_A,b•2S'42.81' W 122'48'01.07' \ GROUND ELEVATION: GROUND EL, AT ANTENNA IS 162.5' PARAPET ELEYATMIt _..N.L _-- Q - DECIrUl:X1S TREE E - EVERGREEN TREE SAO* OF ELEVATION!; CPS INFORMATION AS SHOWN, SEE NOTE #4 TOPOGRAPHIC SURVEY J b •• FIRE HYDRANT 0 - UTILITY POLEBASO of ElAl1ElOE: SURVEY 24,889 SURVEY RE 1, Ruben M. Martinez, o Registered Professional Land Surveyor Licensed 9 m CORDS OF WASHINGTON under the Laws of the S!ate of Oregon do hereby certify that the nn 0 FNS. MONUMENT - LIGHT POLE COUNTY. OREGON locations, LotiiLde and Longitude coordinates (NAD 83), observations and elevations as shown hereon are based upon a field survey performed by SiTE POINT me or under my supervision on Morch 17, 1997 and that the boundary • - MANHOLE Note: Sketch of lease Parcel not provided. lines and easements as shown are based entirety upon the information C1 - SET STAKE + ELEV - SPOT ELEVATION contained in a Preliminary Title Report provided by Western American Property Research COMPANY Order No: 854239-P99, and are accurate to the hest of my SHEET NUMBER A CONTROL POINT CONCRETE knowledge and belief. � - INLET --■ — - EXISTIivri FENCE LINE " 111525 Q � ELECTRIC BOX IiUI1/- �_-- -- — -- HU1 © TELCO BOX - - BOUNDARY LINE Ruben M. Martinez Oregon P.L.S. #2536 Date 8777 SW Burnham St C S 23 of 23 ,� ASPHALT —-- - ADJACENT BOUNDARY LINE �3 -� _ - VICINITY MAP (MAP SOURCE: THOMAS GUIDE -1995 FD. LEGEND SITE DATA SURVEYORS CERTIFICATION UNDERLYING' PROPERTY LEGAL DESCRIPTION PAGE 655, GRID F-4) N.T.S. POR075A.DWC DBL 3/19/97 IF THIS DOCUMENT IS LEFT �r Jlf 111 III ilf Iii Iii I I III III Ilf i I III III 1ST TRT Ii1 IIT 111 I 1111 111 111 III III III III I I III III 111 ,111 111 111 Ili 1 T TRT TlT 111 1 i III III 1111111 III IIIIIIIII 1 ~--- -�-- 1 �,� 1 LEGIBLE THAN THIS NOTATION, 46 IT IS DUE TO THE QUALITY OF flurust fib, l THE URTGTNAI. DOCUMENT. _ _ _ _ No.se �•�•^. f, 8L 8L T9111 1L LI6 �811 J11 iF9111 OBt Li 8t 4i iSt Gi I ti T 8 L 9 9 1/ SLllI IiIIIIIi119,11 lIliIIIlllllll I I I I I 1llllllllllllllllllllllll.llllllllllllllllllllllllllllilllllllllllllll ! ! �� !! I III I ! 1 IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII �IIIIII I IIII� I II I III IIIl�Illl IIII,,III IIIIIWII