Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
18825 67TH AVE NE_BLD20090232_2026
valmont ;` STRUCTURES 10/22/09 ENGINEERING DATA for T-Mobile —Arlington-(SF71 01 A),-Snohomish-Co.-,WA VALMONT ORDER 12944-69 1) STRUCTURE DESIGN CONFORMS TO EtArFIA-222-F INCLUDING: 100.0 MPH BASIC WIND SPEED WITH NO ICE 100.0 MPH BASIC WIND SPEED WITH 0.5 INCH RADIAL ICE 50 MPH BASIC WIND SPEED WITH NO ICE FOR TWIST AND SWAY 2) FEEDLINES ARE ASSUMED TO BE PLACED INTERIOR TO THE POLE, 3) ALL MICROWAVE ASSUMED TO BE 6 GHz UNLESS OTHERWISE NOTED, 4) LOADING AS FOLLOWS: 142'POLE 1 -Lightning Rod,8'@ 142,0' 9-TMBXX-6516-R2M @ 138.0' 1 -Platform,PIRod w/o rails, 13'@ 138,0' 9-TMBXX-6516-R2M @ 128.0' 1 -Platform,PiRod w/o rails, 13'@ 128.0' 9-TMBXX-6516-R2M @ 118.0- 1 -Platform,PiRod w/o rails,13'@ 118.0' 2-Std.MW Dish,4'Dia.@ 105.0' STRUCTURE ANCHORAGE INFORMATION POLE HEIGHT(FT): 142 NUMBER OF A.B.'s; 16 BOLTCIRCLE(IN): 57.27 DIA.OFA.B,'s(IN): 2.25 BASE VERTICAL(K): 30.65 LENGTH OF A.B.'s(IN): 96.00 BASE SHEAR(K): 28.71 PROJECTION LENGTH(IN): 10.50 BASE MOMENT(FT-K): 2866 TEMPLATE OD(IN): 60.77 t Valmont Sr(,�#u ��ngineerina Formtg098(12J05) 47 BY DATE STRUCTURES CHKD.BY. _ DATE SHEET NO. 10/22/09 ENGINEERING DATA for T-Mobile AtlingtonISE7_1.U1A),Snohomish_Go.,.WA— _ VALMONT ORDER 12944.69 EiA/TIA-222-F BASIC WIND: 100.0 MPH WIND&ICE: 100.0 MPH AND 0.5 IN.ICE TWIST&SWAY: 50.0 MPH DATA W.O.ICE DATA W/ICE QTY DESCRIPTION HEIGHT EPA WT EPA WT 1 Lightning Rod,8' @ 142.0' 1.12 37 1.77 45 9 TMBXX-6516-R2M @ 138.0' 42.21 270 45.83 604 1 Platform,PiRod w/o rails,13' @ 138.0' 15.70 1300 20.10 1765 9 TMBXX-6516-R2M @ 128.0' 42.21 270 45.83 504 1 Platform,PiRod w/o ralls,13' @ 128.0 15.70 1300 20.10 1765 9 TMBXX-6516-R2M @ 118.0' 42.21 270 45.83 504 1 Platform,PIRod w/o rails, 13' @ 118.0' 15.70 1300 20.10 1765 2 Std.MW Dish,4'Dia. @ 105.0- 41.82 376 43.58 554 V--p-Imont - StrWotj lreg� Enaineerina Form N3098(12105) M M O M N O N O I HI H 1 I w w 1 � � 1 1 1 s 1 M I M I rl I O l0 N O N M O M O 'Ni V' 1 I H N O '-I M Ln 1 v $ W N 0) H 0 1r-IO O .b Hr-1 1 Ul W H w U) 1 A U H 1 N 41 I H O ) bl U) 0) I a) t0 I �q1 OIf) HWNMVM I � H 1 G Z r 00 H N Moo / •� U H (n lO M 0) O r-ir a; � PI H l!1 L[1 W O 1 ♦J .-I 1 U? •. I O 4) w N I. W W I a) P4 1 >W H r-I a) O ' a 41 1 O M O 1 G N R ur m w o W M O tl 14 " tl W \ M M (p HW 'ri U H N t` M V1 H H 'H M 0 ° HHN i (1) 3 (n i< O t0 U ���CGG 1n ri p p 0) %O N rl I >,-( y) -rt N H . In p y tU G .� 0 01 4.)H W Z O H M O H 0) O C. W ri >+ p1H1 gomMwomo o 0 a C9 tl M (n (noMH 2 O + H � o y1 )n \ toNulwo Gi U HodlmwaorI -Io 4 0 * W a) d • 0 ro Ma1NoIV d 0 '3 MNN v In itH Q U! y1 O M 0 O MrMco 'n � � V' m .4j 4" qV1 h f'1 N O cM U) >r^i 7l A oa) w pu 04 a u w t d) a m -�, H t G 41 Sa � OriMOriM W O � � I ro ro O h OOOON M aO OM OO 7 7•4 1 I 'C3 •rl E-I lf) 11 w O Q O tl H H I Q v L1 N•ri AJ Od. t, nM Ol1 xOIr) NNv111 V Co Co OD i HO CO 04 a) a) S+ O 0 14 h sa In M (n ri >i 1 C7 El w ri • X uJ W 04 flu o +1 ri N O ro 1 0 1 0 ri) rn w U L) p I N 0 W ; H O 5 1 to w �4 > i W 0 i rn 0 w � •ri ro 1 H W u V 7 u) q Q, N N (a N O U ri G I i O4 a) a) PI G U )J wFi v F+' 1 FI •ri U) U) G fa i•1 hi N I al a) G ri 11 al I to x 0 (� N OF- N FC a U 0) C w A i U V, Q Q U))•grll O a) ji .� - v a) u (n U 4) .� O al C a) p U pl b) i 1.1 U U m --r-i O r) CL a) U (n R)•rl G•ri t U i rt (D > (u O 4 W m I 1I 1 J.' 41 N m �O 0 PD E-1 H a i ' ,�" (d O O rd rQ A N M 1 u q N W W CO A Q ,� I N.0 r-I-1 P r-i-H 3 3 H d1 I 0 t Q a) 1 U uUi o� co C !�x{ EO rr-i� O C7 .7iP' UIRCu44F4 U r'1 N G N O Vl .-1 rl al ♦J W V) o Ic :j ,>. A G. t? V� L rl r r%o Q)�' C ('1 N Q U O1 rl U i rn Ln .-+ �n V) a) C u S) N O A x O Y+ z N r q m o r O Ln m r 1 .r N o U N Qi 4 ,A f4 H A Q � z O r E C)� � r+ o a U F ro r u) -H U U) N N a M L N A `fx, c. u 0-4 Q,a.-- r� > 0 f:] F H U) z V) H U O 7 F C O a °4 Q)m �. N V) :e. 0•, L H a U W a. .-4 r 0 Hm L ro 0, 'r 1- 00 kn' (1) "i "' u F 0 z 10 O t4 -i ro to 3 U rt ? •C V) V) rl U O iJ J.1 JJ V) Q. N N O X ro to O6 >4••-I W Qi U N t� Q) In o ro w 44-A r-f in ri UT IFH� N N f7 ON ID O C R•H R. N en U U 0) 0 x uv 105 to p to O > 0 L L car Q�4i z w ro > ;,Av w a a 0 U C v v �i La o rt N E. z m NI v O M N �N G N d)N N I 9 rI r� 1 ro x -t w m Q> i• E1 ro vj O M O co V) M w r1 00 I4 w r-1 to x Q) , C) 4 N r. N In O In G In o M 0 * + S N v N v N W N VI Li -H Y !J �t n ro e t vI a• In vI In vI In dI V >♦ ro Vi tp O to 0 to O to In U O N 1n r- in r In Ir In (nAj 1 U A O m+ p4 Z 0 O t0 M Ch rl to 0) O m w o M w w In rl N 0 N am rt ut G :•+-- CV H N N N 0 I U� r1 0 C` ()r I u �4 O k. r 0 H In (D rl C` M '01 71 t` Z M rh H w C- N (n O 00 F-I « al w w co w 00 ID � U Q N ?I u kl C) 0•.kI O H .I In ,t U) k 11 t (n H p •ri w z x a * W A N >C G Q) O 0 0 O O 0 0 0 * }I O to w o 0 0 0 0 0 0 0 A toL'A m O O O O O O 0 O N U Q'i O N a (1) In In In to In In In In C iI f71 w FI 3 0 >S O SC N N •N q �. O 0 O O O O O p 4j O O O 0 O O p O w•,I NU o) U u^ o 0 o G 0 0 0 0 N 11 ? b QN 14 JJ 0 cn • Q U IrI O N Q) 0 o p 0)0 U n � ororl t)D0 w 0 0 �4 o w 0 0 0 0 0 0 0 0 !. H I U to 0) O v o 0 0 0 o G o 0 ry 3 v 0 N N C ni 0)u to col to co 00 co m In N >.V1 f>. _U-� O Ht.4 r N) M N N r-1 '-1 O U) N I;1 jl -I H• N ri r1 .•t r/ r1 r1 rl r1 W I •r1 1/ N u tv H a w N Q U C: 1J )-.-1 N 0, t•1 U O O.0 :1 }4 x a1 I- k7 1� -I-,-i W o I11 O tq 0) 11•,1 p; , to a in N G)� 0 0 0 0 0 0 0 0 Qr C N d U 0 I .0 u trI N w w w w w w In C:•H IN dI M rM (V N rt rl O Q1 N •,1•.1 N Q) u N 0 7 N r-I r1 H j ro 3 f 1 }t N > V O tr, 2 O U O u :3 1� a tr.,I ro-` u Q N O O u •N'am I.(n V) W O 0, f ..� 41 O N Ol t�.•l d,,,q E .-t tv m w In tr, c, co ro 0 a 0 M o M W N O U1 v h 11 O (y 34 r-I + U O A 3. u �" CO) k N N N h N (1 00 W x ,�? N ri N lft N In N 111 r-1 O x + N tl H W H d ri W x .H t L x FC x "3 4-) x Pi * "'( H h a O O O O o \D O �4 M N m h O h O h O h x O � N N H N H N H M Aj i + U H?a 7 O W tD 1D V1 N M h N 0) O OD co H 1n ri In 1-1 Vn H >y tN 0 H NA 1` U I PV 0 0 N N d' N N h Ln H c1' w M w lD N 1n 0 * d' H W r•1 � H d' N.Q U ri F r0] o 0 ✓ [� 1.1 W Ul � O ri 1 k 0 9C r, N o o n o 0 0 o 0 a' * O 0 N O o a 0 a o 0 0 * 4J-4 v 0 0 0 0 o a o a Na m N L P+ H 1n 1n 1n 1n 1n 1n 1n in o F•ri I H U U o m N G Q sY! H O 0 3 d r� r-IU W H U 7, 0 0 0 0 0 O o q F m m 0 v �� 0 0 0 00 0 0 0 � U ''1 ,53 � U 0'LS•d q o a q O O o o N 4.) U m n a G'H ooa, 0v v In O[+a L) M O U O an (tl 1j N q W G' 0 0 �1 0 44 o 0 0 0 0 0 O O P •En 4 U 0 M 0 "(f,� O O O 0 0 O 0 O N 'Jv to '> rr4i N•4 00 N Q1 W d1 1"1 MN N H � 0 v] N J-1-r4 O 2: .,1 — H H H H H H H 11 Nli P: 1-4 Q1 Orroi 11 ( f� FEl 1-ri I 00' i 0 0 o p o O 0 0 4J � -4 4-1 0 4 O O O o O O TJ ( O O &i, N co (A co 00 m co In v -ri •ri ri 44 d' m M N N H H O 1-i 0 1.1 N 4-3O H H H r 1 H H H 1 O L07 U U 0 w G L U P; G NgNO¢,•riN9 a 0�-r1 N•r1 u k k O O L m PG � L CO W 0C1� q m q w A d' In tD h CO ru z 0 a Ol M O M N O N \h O ri H Ua v F vl 0 7' h 0 0 01 W h LD 0 <N M O h H v 1D h 0) N ID M d' M Ol H M l0 W W W W M H cr N O M H r'I U) h 01 H M O N 0) LD O dl 0) M h N W O H N N M M cN 'rM Ln Ul 10 h h W a1 Ol h W W 0) O H N M In L4 h V� dL Ul h W 0) H N 'aP U1 h r H H r"I H ri ri r•I ri H H H H H H H N N N N M M M M M M M W d1 d- dr W U) U) m In m NN Q4< 0 1 O z to M W 00 h U) O al N tl' h h m h LD [F ON m (N d. H ri u) u) N W Ol O W O W l0 W M M dl N `W h H W O H H � h O M 0 0) h 0 r1l M o H N M 0 � H N h In H M O 0) W u)0) LO 0) h 0 0 LD W V dr Ul W h h CO O O N M d' W OD d\ O W 0) H iD O u) 0 Ln H h W h o Vr N H O O H N M Ln d' O .-i H r l .a H H H H N N N M M W 41 V) ul kD 1D h h W OD Ul O H N M V' ul �D O Ul lJ H H H H H H H H Ll l4 i 1` V] 5 H 0 O F M O 0) �D M M 01 h W M O W w M N er c)•M N 0 h M M H W O) N w h M H r- tN q wM 01 Lp Q1 1� W Wh h LD W Ln h 0 h 1� LD o 0) M U) O h M O h er O 1D W W I"L Ul Ul H N cV M <'N W U) kD tD (` co 0) 0) O H M -v 14, ul ul LO r- h CO O) 0) U) LO lD kD h h W W 0) 0) O O * \ O Id H H H H H H H H H H H H H N N H H H H H H H H H H H H H H H r-I H H H H H N N k s Si H * U Cu G] � H uJ Fi Q) Ul L M (N N rl 01 0) W h LD Ln M(n N H O d- V M co N LD O V' W N CO M il) W H U) Ln to M Ln U) In 111 W N to rD O H �D Ol O u) 01 O Ul O N If) O (V O M V� H O W h U) M N LD h 0 W M P )D W O N V lD OD a 04 J-) ID W hNM W N [N Ch M UIO W CO Hh O) 0) H N uI O)N LD OW CO OI OHMtD O) N W0 NU) W a N Q\ O u h W W co 0) mO)O O H H H N N N CO Ol(A at 0) 00 H H H N 0) 0 0 0 OO HHH rV NN O H H H H H H H H HHH H H H H H H H H H H H H H N d� H it * W * Co W CO W W CO M W W W W W W W OD LO U)Ll) LI) U) 0 0 u) U) u) U) 0 0 p 0 0 0 0 0 0 0 0 0�l Ul W ¢� W W W W W N W W W W W W W NNNNNNNNNNN mU) W mu) LOU) ulU) Mu) u) H U} H H H H H H H H H H H H H H H H H H H H H H H H H H h h h h h h h h h h h h 111 H 0- N N N N N N N N N N N N N N N M M M M M M M M M M M M M M M M M Cr, M M M M M O H p ifS.�4•rl O O O O O O O O O p O O O O O O O O p O O O O O b O O O O O p p p O O O O O ,C El MMMMMMMMMMMMMM M u) U)U)U) UI U) LI) U) U) U) U) OOOOOOOOOOOO Si co 'N W W -4 W co W co W LD co W LO N W W V dL dL v v q. N O N M w N N N NNNN N W N a) O) H M M to h h 01 H M W ul h N CO LO 00 h 0) H M U) h 0) 0 yi UI H h 01 H M 0 h O) H M it Vl Ul •• Ul O o i'i LD h CD Ol O O H N N W Ul Lf) 1D h W h W W O) O N M V' If) W W h h W W N H N M W In h W O M U H H H H H N N N N N N N N N N fV N N N N M M M m M M M M M M M M 1p d y W QHr� [u HCIl C. O p O O p 0 0 0 0 0 0 0 0 0 O O W O p 0 0 0 0 O O O p lD N O O O O O O O O U O O g 0 0 0 0 0 0 0 0 0 0 0 O O O N o O p p g 0 O U) U1 O VL O)p 0 0 0 0 0 0 0 co h N OD h N W h N h lD N h u. I.fl N O h N h N h N h N N N 0) 10 N h <V h N h N h k"r Id 0 Ul IJ tY� M M M N N N H H H O O O O) 0) 01 0) m W W h h W LD U) Ul m 0 M M N N H H N W H H H H H H H H H H H H H 111•-777---JJJJ... .H Q H F M N M H N O0 U Ll iJ 4-1u u L+ cn of 0 u O N w CO O O O O U O Ai W P O N 0 F W W W W F (d El CQ GA O M N O N - \r O Gl Ol F� N rj 7 (a G. d 3 O v O O 0) !n in � NN Q1< O d•i :I: 0 2 w rl O 44 co m d O N r m O ut � a rl U li< X, O !N LO !< N N r1 rl 1J U) 11 N N M 3 ru SOH W d H ul M W L In m GI N N O '1 Cs O \ O t, rl th f� }! Cl f4 (0 H r! p U.-! d G. N .-1 k x [A k 00 w U1 U) !a ul r r H •.i H 00 }, N O QI UI U1 o L N co w 0 u g rn o cL E in o � dG.w 00 UI W pl O O H N JJ N O U) L }! 10 W U) F21 H Q N H Z to 0 r- L � 0 X u•,i •,A >' 4) N m C U 4•4 O O U tJ q. i O M O m N O N h O H H wv F IA 7 !� W O M M W m O a M M M Ln W H O) Q lD 0) M W O)LD Lp lfl O H 0) N dl H 1p H O % h O) W W O N MMMf70 LDONOspO W 0)N V' ON NU) rl hOtNM Lf) oh CA r-I ID �MO lD VIW W f1 al O V�o N N...CI�O O1 l�h N tD W.-f W T.-1 .-1 h.-I}(,1 M..1/fl V�M�•p,,,(y-d-A..-OxI_rJ�f!1�O1a0 4 co ON C) H N M 1t1 10 �D�D 1� M W H HHHHHHHH Hr•fHHHN NN NN � �u O U N HOO W O) HNmN0 hIDm m W M H VW LD N H v H HNh r, d' O) m to MOON Hr` 1) N fh d' O LD- N 0) h H U) ri H M N )D O t v r-I i dl ID N CD Lo N 0) LD LD N Lf) H N O LD O d' O) dl rTi Fi H M Ol O Co l0 H H Ul O) N M h H M 0) N l0 m 00 H N W O v 01 dl W fn W W m H M m N h H Lf) O M N^ dl U) Ln If) O O O O W U) LR LD LD m 0) 0) O) 0) o O 0 H H H N N M M M M d• d' d' In Ln W LD [. W -I fO N H `1 H H H H H H "I r•I H H H H N N N N N N N N N N N N Cl N N N Cl N N N rJ N q O Ul M � a ` M O dl h H M r�) h dl 0) N M (3) (") W O N M 0) OD H Ot N M m U) Ln lD O M Ol h LO m W O r, LD 0 0 O W M H dl U)O O In Com M M WO M H dI 0) h H O U) O W i t M O m W h h Ln O U) m (11 h N M r- m H M I- m H M wL^O M Lf) U) r- O ri H V Lr) r, H v m H U) m N N NV W O MID O M h O F•I LI M M 'CI dl h h W W H H N (4 N W d' m U) M U) M in LD m l0 h h h W CO m W CO (T 0) 0) 0 O o H H ri H H ri ri H H H H H 1-4 H H H H r•i H H H H H H H H H N N N O F C7 m N W O) 0) eN Ln H O dI M W N dI M N Lf) m aye l0H dI hNOON UION MLDM m LD hO dI NLD Zi h In h ri W dl O W O ri O df O f, 0) m dl N U) M M H H H H ri H H N d' H M O Ul cll M N O O) m N H r) dl LO Ln U) W O W m H M VI H M LD h h O)O N Ln m H W h 0 fn M M U) LO 0) N Ln m O M M MM MID LD LD r• o) mnoo NNNN NNMMMrn IV p dl VI V) WLnU) Lf) LO %DLDLDr_ r- .15 Q H H H H H 11 H H H H H H HHH H H H rf H H ri ri ri H H H H -- H 41 U1 (a O O o 0 0 0 O 0 O O O O O g O 0 O 0 O O o O O o 0 o 0 0 0 0 O O O O O O O O O O a U1 O N a 0 rA R s4 x ry d E q Vr u H 0 0 w U a F"I W m m m M d' V W M W W m H h h r W N In m In m lD LD M m LO F 41 �. � HHC mm mr• 0) H H (Am W r, E1w MO O ON )0 W dt hhH h)0M M W HUIoH d OfpO Q) M N M LD D h M 0 O) O O dl M M O N h h LO 0)d' h )D m H dl (D H W coW m 0)r 'w 0) 0) to v L8•p+ H H H N M M d' d" U) lD o LD h rh m O) H N ff) U) LD h r h O0 0i O N M In h m H H H H H H H H H H N N N N N N H � •rf 0 CY O a dl N N 00000) O H H O) CO M M rnW LD0 ONMmHNHm Mr• h r- 0) 0) U) 0)LD H NHOD N I H H Ln lf) N N 0) O M M V IT LD r-I -{in O H H h 0) W LD m N h U) W 1D LD U) N O M q O) 0) H dl a 4: N N M d W OZ N N M a m W m N O M M h m W f') H O m h LD d d m O m dv d M M dv W WO U lZ H H H H N N N M V d d d d n D h W W O O H H H N N M W W LD h m I l l l l t l l l l I I I I I I I I r-f H H H H H H H H H H H •r♦ 1 1 I' I I 1 1 1 I 1 1 I 1 N rl fn .� v w o H p+ a W dl O m H H eN N h h m N d• M M O w h h m H ql H O) 0) C. Ir 0) LD W U) LD M LD 0) N w O U) w v L N ri H 1A Ol O O 0) r- W W O N In l!1 lf) m r- M M OD U) N 0 U) U) m N W LO l0 r- M O rl lD er M W m:xJi] N Ll) Lh f) O v w )0 M O M M m r- H H W 0) W U) U) W Lf) 1D lD %D W r- M O1 O H M W [- O) N RI H H H H N M M M M W U) Ln Lo Lf) LA h m 0) O H N m M M d' v LD h W m O H H JJ X H W H H H H H H H H H H N N 'T-I E W •H1 Iq 'O f6 E 0000000000000000000 0 0 m 0 0 0 o o O o o 0 0 LD N O O O O O O UO O O O O O o 0 0 0 0 0 Q p 0 0 O o 0 0 O O m O O O O O O O to to 0 W M 0 0 0 O O O ?f U1W iv N W 0D r-, NOWhNmmhNr• «) U) NhUI Lf) N O n N hN N I• [�• NhN NNO1 lDNhNh Nh Cr: to 1! dl f) M M MN N N N H H H H O O O O 0) 0) M 0 0) m W I� h l0 l0 In Sn In U) d' 'IV -I- M M N N H rA m W H H H H H H H H H H H H H H H H H 0 O•HI W la q w o, m o m N O N \h 0 (4 W F N a � n4. .-1 CO rn p rn o rI co $ rS O cJ NMwm JJ rl OJ O, m to N r11onm H L (13 In CV tV(N N L to to a (Y, to t0 to 11 h m N H / OwaD0 O FI N.- .-4 •-4 H N 1 ra•,I U) N N N N to J F y •r r CO W OD M 0,a M 1"1 10 w N N — hcrmtn v � .Q 1 11 r1 rJ [_) E cn X v [� W H 1J to N [y 0000 0.O 13 M N r. Nx 0 1 N �} w IJ F C 14 0 O [�7 U 1"1 O, r w r1 m r u m N J.J ,11•.� mMmM E�� rt rl x Q) k C r-I W .� U tV w In 1(J N .•. o h W O Cl' _L; N i.n to lD rl O JJ Q. O, O rl N •�I 1 L: W -rl W O N (J. F N rt In ON to CA O H N Ln co M 7 KI t7 Is IrC N NNN L N 0 0 X. W t�qR > N U 0 0 0 0 V O O O O N L}}4t W r'* N r N 0 cn W U b JJ EY7 O U•! b M N O N 'TI 0 0 l0 d• IA O m N O N H ID lD O N N HOD d' N In N LD IT d' O h d' N H w � U) d' M NH 0 0 h rN.Q Ot O) 0]' O H d' m LO 01 M m H ID d' M M N O O d' M M N H H H O O O Ot ID Cl W W M W N N N N H e-I H H H H H —I H H H rl ri H H H H H H H H H H H H H H rA aJ IO N•r{ O1 0) r) M H In 0'tl RC Q a1 Ol a>Ot O) Q) O Ol Ol O O T D 0 0 0) O a T O Q 0) D1 01 Ol at Ol O Ol Ol O ON 0) ON 0) U ON O1 (I) m Hla N.. 0 O1 1 1 O1 11 1 M O1 O) 01 0) O) 01 O1 O) ON 0) O1 O1 ON O) 0) 00, O) 0) O1 ON 0) ON 0) ON 01 O1 0 0) 0) IT m 01 93� rTr t.1 r1--rl IA Ul u) r�i rTr9—�i O� N If) Ul lA Ul lA Ln Ifl 1[I In N LA lA to Ill lA L!1 N LO M N In IA If) In LA U)Ln U) In LO In U) in UN H K4 N IO N h W M lI) U) H W O H C• H O N O dI N IA N 'd' IA IA H M H M CO 0) W M W N 01 M O H 1D O N N fir, ri m 'C to MtDhN O) M u1HNNMMOmN LO Ui CM U) N Htq W W lD C• W rl " 1O W r (m U -H (," N•rl O O H H lD O) 0) rl h N N v H h m m m W O w CIO ON ri m LA h W 0) O H d' d. Ui IA IA wID h h N N N m M M M d' d' In M M d' V' ,V d' d' d. U7 In W d' d' d' d' d' d• d' d' 0'x N ID H H ri N 10 IA N O 10 IA O W d' dL H (o u'T lD dv dI N Ol f^ U) (n H ON co ON W W h ID IA M N H * N H In. O O W W W W 0) W W H H 0 0 d' dI r' r+ M m N N 0 , , 0 0 , O O O W * H Q) Q)•N 0 0 0 0 0 0 ri H H H r•i H I^I H H N N N N H H H H H H H H H H H H H H H H H H H H H a) Ul C)1 O f0 H O O ClO p O 0 0 0 p O O O O O O O g O 0 0 0 0 0 0 0 0 0 0 0 O O p p 0 0 0 0 p W 4) WOW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p O 0 o p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U1 •H•ri W•H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O p O O p g O p pp rH w H N 0 04 0 O m �C H U � �+ 0 ON LD IO C^CO O O H H m m M VW d' W NO rh dlN lO ID C• W OjOHNm IOh CO 6HHNMd' !-� O a)'i W O O H H H H M m M M W d' d' W d' W d' d' d' m M M m m m m W d' d' d' m m m d' cM d' d' d' d' KUGy U ,--I k0 N O O O O O O O O O O O O O O O g O O p O O O O O O O O O O O O O O O O O p O 4 c>a w a� � H Q) H Q Cn (N dI W H H Lf) LD IA O h h W d' CO h h d' h U) H h ON W W M 0) H N If) IO O 10 W W CO N CO h N * ca^• 1V d' d' Ol ID O O ID 00 h W W IA W h M H 0) W N d' d' h O I) O m l0 O) O N O O O H w0) 01 O h N N L") O ID 00 W N h ON W co W O m In Io co O) O r-1 d• d• dI In LA ID Ip Ip W J-)x H H N N N M m M M d' d< d• M M M d' d' d' V d' dI IA U) d' d' ',V 0 W d' d' d' d' O. a�Cl) J N CiO N LA U) M h 0 0 L!) W W N N H N W NO h CO O If)IA M W M O N N 0\ LA H If) Co m h m m m m M m N N N O 0) 0) W U) N H r♦ Cn LA m m H O W In N W In N ON ID ID IA d' M O h IA N O FW-1 h C• h h h C• h h h tD w LO LO ID IS) ID m M lA ltl to IA sM d' 'IN m m M N N N N N N N H H H H H 0 I HIVO O O) w H H O If) H r•i O ID m H H 0) ID U) LA IV H ON W 1D In v m N N N N N H H 0 0 0 w—I Z 1.0 In IA d' W d' d' d' M mmMNNNNH HH HH HHO000000 000000000 N ) .1 lf1 m m W H O O N O N N W h o d' d' ID h d' d' H ID W O1 eN H N h il) O1 0) lD M O h 1- p N m O ri ymj U) 0) ON h O d' d' N U) Ot O1 C• O 4H H h H 0, O) LD d' O M* H h m ON LD m M m N H W W ut M N H 0 0 0 0 0) 0) 0) W h h h h O ID w U) If) d' v d' dI rN M M N N H H H H H r-E H W O IN r-1 's R H ri H H H a A �X-v 0 a w lA h h ID h O O al H h h 10 N O O O N lfl W W rr) H M IA O W W H IO 1D IO d• dI W h N co h OD H U1 }a N 1p N N O lA O O 0) W, O) h C- d' 0) h h Ui d• H h 'W O h LA N O O O ON W ID Lf) m N H Q N Q W W W W h h (I h l0 lfl ID U) In W d' d+ d' m M M m M M N N N HHH H H H L) O1 H U} H [j [ H N m M m M d' W lf) h 0 0 0 !) H U7 N H N h h IO IO m rl N d O h O O h h O p M N M U1 i �i H r-)•H.� d' 0 0 ON 'V' 0 0 O) -W0 0 0 U) H ON 0) h M H H h CO0) CO W M O d' N O CO CO h h N O Id N Q h h I+ ID ID ID ID LA Lf) IA III U) d d' M M M M m Ln N N N N N HHH H U) d' M H m A 0 U 0) p 0 0 Cl O O O Q O p b O O O O O O O O O O W O O O O O O p 0 0 0 W N 0 0 0 0 0 4-3 O O p O O O O O 0 O O p O 0 0 O O 0 O 0 0 IA 0 0 0 0 0 0 0 U) w O d' O1 0 0 0 0 0 Q) •rI (Q O 0) 4-1 NCO W h N W W h N W W h N h Ul Lf) N h U1 In N O Cl. N h N h N h N N N to b N h N h N 44 Af H Iti 4a dr m m m M N N N N H H H H O O O O ON ON m Ol O) W W h h w w m to In In W W C' M M N N CJ (0U3 Ga PQ H H H H H H H H H H H HHH H H H Q r7 Q O1 M U M N O \� a4 ra 00000 F N 3 1 12 A ° y0 .4 w m m 01 O u x rn to to Ui in -- H cri WN VNi�. O O1 O U -A r. a-rI r` -4-H � 0) www �rm H �48 0 Ox U 0%01 CO OD * cc N S4 Q omrnrnm .i N r-i o000 a o a a 00000 10 W 4.) a O (!1-� O0000 Cn -rl-- a•rF 00000 wp41x 0 co.� U' N OQf rn wtl [lmrn rl ar-Iwr wcra 1.1 •r4 ft'i a-r1 O O O O o H x a H (a C!] i� O0144 * v p m N cr r in O R 1C � w a Uz N b G W LAN0) 0 O� L- rnM 0 0 row 00000 r O g O O p E-r �4 w A q o 0 0 0 0 a r -rl .) tl 1�NO0 O H H 000o w ai 1� Aviv cn 0 W U Hrn N O . ri•ri ri O O O O J-r W H Cl) UO1 dr rl 0 q 0 ro 4 Q 0 0 0 0 0 U -) 00000 •� 'd +] $4 m44 HHrNO a a° AIx. pnV 3, .I W � M O M N O N �r o � W N F rn q f� W ON W M OI MH 0mm00MMr 10 m< i Mat In ONl 1p Of+l CONh OO10 Ln 10 Ln pp LD hm MO) d' OO co mmMmCO W NHMGt000 W VrN10NrlbNatOO10 rHNtotrlN011D nr__.__...-._ H r r O e-1 I� h O N r W r1 qI O W Ill 1PJ O N 10 H 10 N t` yr ra rn[� Ltt.ew_.f'1 f�l ,to A -ca HHHHH r+ H mr�i rA rr-L H rni 3 f7t O U L N co 1L) to )D W 0 N H O) M if) W vm N00 co iM (n0 mr-IN W in r Ol r--{ m N MO) Ln r en rn OD OD fn 00 O O oHN d'�+ rd H N N N m M M m -CV In m N N r+) W W In In W r O 01 O r-i M W W d' W m w r m O H N H 1J ro UJ H H H H N N N N fr) m M M m W W W W W W W d' W W W In In 0 In If) lf'1 N lfl t11 In In l0 1P W x N n to M 0l H In O O N N N M tO O r H \D H '1 0 W O W W 0 m r 10 r N O W N r-I 00 in d' O r Ln Ln H W H m 0) m ON O h M U)w W H Ln M CO ID Ol O) Ln r m N O Ol to r W 1D N w H N W M N O m W O !-I l .� 00 00 OD all0 r r O If)M w r r N N m m m W d' Lf)l0 r r m 0) O H H H N N m W Ln 10 l0 r ri (V r4 W H HHHNNNCA NMM (+) m MmMmmmm In W W W W W W W W d' W d' W r- [ Q rQ fn 2 O H mmrcO Hhm (3) r co m(11U)OODLoMNH ODLOLnLnOHW -Ir -V LON W M%0OM LnOLn ri U)N O) Ln O) H N 00 m W LI) r-{ fo O H Ln N Lo W M ri 10 rn H CO LD M H O) CD O)frl rd' (,4M W v H r-� 11 Fi lD%D r h dr d' W Lf) ri r{ (N N M h L� co 00 00 CO O) 0) O H H N m v W d' v Ln to 10 h h co m O G�i' H r-I ri H N N N N N N N N N N N N N M M M m m M M m M M In M M M M M cM ai QL A F W H rJ Cl) O) ?r Cl) ^ O O O O O O O O O O O O O O O O Q O O 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O 0 0 O li O 0' w ro In•p a ►{ x H a I C'q b H� H 0 0 (A u a �..� HM m LO W NN W W rr CO NNrr 0 H r- cl- m 0 H N 0) W 0mO) O) O) HCDr O') m W NhO)HO W d' l00 HHm 1Dr Ln LI) Hrr r mHr-4 o> h hh WO) O 00N 0 If) OD m 00 W Oh( F iHHm W W d IOWO) Q) HM W 04 WLD ('- 0) H W r0MloM a) 0Hmw0m (rr{ W I a) y -r{ HHH -I H4 -4 NM fn MM M W d' W W Ln u) Ln LO0 F W 10 r{ ro x �.- U 0 a H N N O W H H N LD 00 W d' 0 O In m W H O) dr mm N O) O) W m r LLnM W d' In N H W N H H In ON Ol O 01 w b O) N lD H H H OJ W W m O N O O) CO h r r LD LD CO 0) O H ro 1p O) ry 1p r•{ riNNN W Ln LD LD r oo 0) m0HN W Ln r O) H Mm Ln m IO NON W tD O) H P+ I i i I L I i I I I I I H H H H H H H N N N N N N N m m m m m H L i I i U1 �i W 0. H W El �4 Lti COU HmMN d' CT m0) rn0OOr W mMH0 H H 0 m d' O)0) m 10 N m LD W H0O7 NLf) d' O)GOm CO W En ri )n O O N m N N In a 1p M m Ln lf) M m in H 1D r m N w m m m U) co o M Ol Ln N at r 10 F•l7_-'+7+ a H ri H N M M M Ln w r h CO O H rl N m W )O co H M Ln OO O O O N M Ln CO H m w O) H H H H H H H H N N N N m M M m M m m W W d' W F+ 0 k 7 E H •.�i p (U 10 d S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O co 0 0 0 0 0 0 0 0 O O w N O O o 0 0 0 U O o000000000q 00000000 00 Li)00000 p O Lf) Ln pIV O) OooOOO L4 v N OD O r N OO CO r N O lb r N r In M, N r In In N O r N r N r N r N N N O) 1D N r N (+ N r fiJ lA G,' OJ 11 W M m M M N N N N H H H H 0 0 0 0 Ol Ol Ol O) m 00 Orr LO 10 In to Ln In W W W m m N N H U W H H H r•1 H ri ri H H H H H H H H H H N N kl �q Qt r) O M N O N \L� O 1 r1 W 4l EA V) 99 d4 OD Ln Ln H L-W LD Nr4 H U1 R{ W NN N a� 0 V I` rn 0 OD u W co 1-4r f/T N H 14) W b ID H JJ ro 14 -1 to r r-1 r-I Lp OD n 0 1 comoH W V Ln Ln �+ ro•� m O E+ H mn N ON) C?rl N N cN d' Vr W H N H 4J CO N O O O O O u a m to]•a 0 N� 0 E+ q a v H J.1 OD Vr co 1, co ko ro Pr Lo41 r- E +s.14 to .Y. W � r U O a co La (11N P: Vi d LD D) O �r d. v d' Ln •a ) N •r�i � � V W O H W PY V} 0 Ln v Ln 1- �-+ N N Ln QD 0) F2-1 (1) rP4 Ln Ln Ln Ln H V ?C 0 N ��CC to U 0 0 0 0 Rl W !Y W U1 JJ H C N O W � EO p Q) M O M N O OI ,>1 O 00 O H [` 0 n m M Vi O N m LO M M W m m C- w (h h C m O W W H rn W tl) O M m M rn W rN.C2 Ul 01 Ol rn T ll) '� W W N O d� M H O W M (` U) N 0'1 W ul N O W l`• Ul tl� W o O O O m m m rr r M O) M M V M N rn N O O M r cD M M 0 V V W LO (f1 In U) Ln tl' .1' V' <r V' Ln 4 ul In ,r V� er V' 0) M 0) O) r'1 N N rd -I H H A f > 0 � A v o rn m m rn m Cr, m m rn rn m m m m a o rn D) rn m rn o rn m rn rn rn m m rn rn m rn m rnrn rn rn rl 40 . O1 . O) O1 Ol M m rn rn rn rn rn O1 M M M rn rn M 0) rn ON 0) O)0) m In 0) m ON rn 0) rn T 0) m 0) m — —N-N�+•t--Ln in �r-rrrt-Ln u)'W'tr 'W ti O Ul N to U) UT Ln u1 Ul ul IA U)lfl Ln N ul!A l(1 t/1 N ul m Ul m ul m m N to ul m ul U1 {!1 1A U] (fl (f) U) ul 14 W I") W N H u1 V' 00 H M N H V. IQ W In M O _ O O r') M W r1 O H U) H W W m r T W M l� O M W Op N CV M W U)W h W rn (U-.1 O O (D 0 H N N N tl' U) U) m r- m m O 0) O H W m W m m 0 O H H H H O O O 000 000 r-1•W {-I Ul H H H H H H H H H H r-i H H H .-i H H m m ry N H H M (q N H H m r, W W m N ('4 N H H O O O rn 0) W U) u) tl' cr d' 11 1' M p �4 U).--. O o H H H H M M M M V' V' cr V' V' tl' V' Vv tl' M M M M M M (1) M M N N N N N N N N N N N �) K •H 0 0 0 0 0 0 0 0 g 0 0 0 O O O p 0 0 q 0 0 O o 0 C O O q 0 O O O O O O g 0 0* rd N }4 U) R..C: 4-)x v �� � H U) O U1 H v o 0 o o o o o o o o o 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 O O O p d n o 0 o g q o W wow— o N O CD O O O O O n 0 00 0 00 0 0 0 0 o o O o o o O o o o o O o O O g 0 0 0 n {n ri) -,I-H (1)"I o p o o o 00000000000000 OOOOo00U00U 000000000 i 14 Ol O fi � 0 co H Ch m 'rZa 0 O IN q' tl' M lD r, t'• (I El t- (h t- r t- m m O)0) N O)o O O H H N N M W m Ol O H N rH-7 O NH N 00 HH r-IHNNNN MMMMMM rn MM NNNMMMMMMMM11 (V NMMMMMM41 M U --1•� 0i UI O O O O d O 0 0 0 O 0 0 C, p p O g 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O o.O O O o 04 H N �� rq� H A N W IV 0 V) ul LO m rn H H W M -0 00 f+) M)D O N H W W H O M M V' N O N M M H m * W �. N 0 0 0 M M O O M W W CO H t- O m m M If)T O v W o m O v (l O N v M M O H N M Vv u) m 1-4 j +- -H'CA Q) UI O O O O H N N N M 'r 'Wm W m 0 m 0) 00 m m m 0) O) O O O H H H m 0) 000 0 00 0 R(f A a �o ) N 'r P' •v W VT v M H H H (, w VW M r O [- I, N M O Cl W ". al N V. (l O C1 W rn m m U)N W O W O) M HO W W W W W W W W ul ul Ln Ul V' tl� M M M N N r1 N H H O O Ol m N 00 I.- W Ln U) Ul Ul m tl. M N W fo H H H H .� H H H H 0 0 0 0 0 0 O O O O O O O 0 0 H L O 0 W M MMMNNNNN N NN HHH -IHHH H H ,-i H 000000 a00000000 H H H R O O 0 0 0 O O O O O d O O O O C.)CD O 0 0 0 0 0 0 0 0 0 0 0 w p p 0 0 0 0 0 0 0 A 0 eJi O) W m m M W H H V) O N H H H N V h• H H H W M O (n H W M O H _.4 U n d V d NHH O 0 r r (� f cr M M N H H H O O rn m 1� W W aM M M M M N N N H H O O [sr 0 4-I H N NNN N N N N H H H H r-i H H H H H H H H H a m �:l H A N 9C O x M 4-I H MW W W 0 N H H M W W W V' N O W W 0) 0) M u1 0) r, g N d1 f- O d� m VT d' d' H rn U) N O) W dr -H O) m OJ Co f`W W U) tl1 M M M N H O O O) W CO m (� r' l� W U) W -,VM N N N N N N r1 H O g 0 Cn 0) (D A R H H H H H H H H H -A H H H ri H H H W W r I' U1 W N U1 M M d' V' N N N lT rn M In H H r d1 M N m rn v m tl1 O O C: H .--I•r1-� W U) LOM q) M M M N H H H O Ol W 00 mr t� h W W M U) U) cr rr (V N N N N H H H H O O O .0 A � 0 A 0. H H H H H H H H H ri H H H ,.� to m A DC 5 0 U •r1 (1) 0 0 0 0 0 0 0 0 0 0 CO 0 0 0 0 0 0 0 0 p O m O O O O O O O O O O W N 0 0 0 0 0 Di U o 0 0 o p p o 0 0 0 o g o O o O o 0 0 0 0 m 0 0 0 0 0 o d N to d v Cl) o 0 0 0 0 (iI i Its O W 4J N CO m I, N W CO (- N m m h N [h U) U)N l- U) m N O h (V m W N r- N n N H J-) 1.1 (() Vd Vr M M M ") N N N N H H H H 0 0 0 0 rn m 01 m m (:o W r t- W W 0 W ul U) U) W �r W M M N N N O • W [Y7 H H rl H H H H HI H H 1 H H H H H A F4 A O NI N o rn H CC) r- kD H + W N 3 ',qq A w r-A—1 ra N rnrnmm (Y) .i N rna� o� mm Sa W In U) U) Lfl In Dux .�cn rn In 0 v w O N W ter`rc; tom0r1 � U Q v•11 0 r-I ri H 1- W �'rA H H ri I H U 0 Z * N >4 N Cfl 41 -H M Q)•rl O O O O O r-I U) p m 0410 uul x cn vl-- 0 ul 0 0 0 0 0 F4 TJ f. W 00000 W l.) v 0 ul— Vl co -1-H a)-A O O O n 0 rA N S4 En�s aP4-Jx o � °+ m— N H 0 " w m m frl M LQ a •.i N r-I 'h.� . U -t-H � N a0000 W H r� trt H A H it 0 U)) ko r H N � a U H 0,-. W .NioNoo ,Wj H J O O O O O W 41 EH 0 0 0 0 0 H 44 s; 00000 v � •r1 A N O H U m CV H O O U O P H r-1 a.f O p O O a G. u. 0 4-4 N-4 �•r�'j W is A Lo W (n w H N H O O O ` N 4.4 HO H Ul 0 O O p H G'a H r-I•rl�. O O 0 0 0 a)0. yA•� W 54 0 U W dl 00000 A W 0 C7 r-. g N-- OOoob H rd 4-3 )4 W Va -4� r N O H io N z 0 0 q H a a * O1 M * W O M �' * N O O U N * `FFFI000� N W zH uwWWrw �i r PS O rn o k7 a o Q H e-I q N Q 0 ki 04 L u ci H ht F i H W Ql rC W ",yU' x * p rW KC H A C7 H Akw F In NO x a vl H H E+ 0H * H HW O * aFF uwH WLO o F 41-H-�a��a a a w --- cnern F32 -mH A El F q W to ri 44 pp kr�1 NCB a F H wx * £ cxoioOnOW EU-I o W H Ea Ew.-. � � --• r•n .� rQ O a F✓ H H pp co W F * C7 rd rn w W a Lo w W a V H D; rn gam * Ix N FF . o * U H N * F W En Hit rn qH 0 U p * P FC W k. W w co O oz a W U 0 Ifl W N OOiy U O Iv O H U N o N U1 !�i] Z A N p' kD U a C'3 of 4H l71 uwa -4 a `D � 0 k. aNW x a * a w wwHN u °Q w « A H N6 U) ko * W Q �a � v1 4 * * * A A a1 Z 0 H !A M aWoo ¢ W 14 U 1 Ol In N P1 H N CJ H W r ON m £ W W F F n OR OD o UHrH W U Lei. aai H O H G M 4 W H rn H H F H O EH In }H � N CF.1a N aCn � p w MN d• r W t, kD H [� �•,1 •� A'i U] In In lD N W p p a NWHA a U !A a� M~ W A O o a * omin n H [AH `° o0H � 8 E^ rn umi H w cm U F O rr] z aUiw � � W v W W v o H o R. H WW77 H m FA W kD N W 00 cn O N N N N mW 1DM rIn ** �"�' F 44 CL' U OUOom N w O W a W-� uoi k —(N y, N N u W "��y7 H N H pa H W p Cf] Lo qQ PiHH H F i N a�'•'� �i 1D m 0 U O O ko M W o W H q� SCNNEn F �tL FAW ?� 0 Oco Q H W '-� a k. Cn rzi C W H.� _8 �^ya fjOi NCr l lHD a H M In P. EO H F-I-I H O Fy A rQn H `n O VV a a rh f - I r. \c, l 'J ETERSON 'JTREHLE &.fMARTMSON, INC. CONSULTING ENGINEERS E t COMMUNICATIONS MONOPOLE FOUNDATION i STRUCTURAL DRAWINGS & CALCULATIONS I� r f I T-Mobile Arlington/M3 Tower Site (SE07101A) 15825 - 67th Avenue Northeast Arlington, Snohomish County, WA 98223 i l November 20,2009 i Adapt Engineering,.Inc. Job # WA09-15972 a PSM Job # C09071 ���' �o �e MV orc IST ss�orrnl. 1✓t�G exPiRes O1/09/2011 2200 SIXTH AvENUE, SUITE 601 PHONE 206-622-4580 SEATTLE, WASHINGTON 98121 FAX 206-622-0422 j3 p A ETERSON STREHLE MARTINSON, INC. ! CONSULTING ENGINEERS November 20,2009 PSM Job No.009071 f Subject: T-Mobile Arlington/M3 Tower Site (SE07101A) 1 18825—67`"Avenue Northeast Arlington,Snohomish County,WA 98223 I References: International Building Code 2006 { EIA/TIA 222-F Structural Standards for Steel Antennas Towers and Antenna Support j Structures Per the request of Adapt Engineering, Inc., Peterson Strehle Martinson, Inc, has performed a structural analysis on a new foundation for a monopole at the above-mentioned site. The foundation design for rile 142' monopole is based on the base reactions obtained from design calculations and drawings produced by Valmont Structures, dated October 22, 2009. Refer to Attachment 3 of this report for further details on the monopole design including appurtenance loading. The foundation is designed to resist increased base moment and shear reactions which account for an additional 5 MPH over the 100 MPH fastest mile speed used by Valmont Structures. The foundation is designed only for the loads indicated above. Our design is invalid if the Valmont Structures reactions are increased.In such a case, a separate,supplemental structural analysis will be necessary. I The foundation is designed as a drilled pier based on the recommendations and soil properties specified t in the geotechnical report for this site provided by Adapt Engineering, Ine., (Report No. WA09-15972) dated November 12,2009. Refer to Attachment 4 of this report for further details. ! E Our analysis shows that a 27' deep by a 7'-0" diameter drilled pier foundation reinforced per the f attached structural drawings is adequate to withstand the loads described above. Please feel free to call with any questions or comments. i Sincerely, Muni Vimawala P.E., S.E. Peterson Strehle Martinson,Inc. Attachments: 1. Conununications Monopole Foundation Structural Drawings 2. Conlmunications Monopole Foundation Structural Calculations ; 3. Monopole Design Information by Valmont Structures 4. Geotechnical Report by Adapt Engineering,Inc. f 2200 6TH Avs SUITE 601 PSM@PSM-ENGINEERS.coM PHONE 206-622-4580 SEATTLE, WASHINGTON 98121 FAX 206-622-0422 Ii i PETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS i Attachment 2: COMMUNICATIONS MONOPOLE FOUNDATION STRUCTURAL CALCULATIONS i T-Mobile Arlington/M3 Tower Site (SE07101A) . 18825 - 67h Avenue Northeast Arlington, Snohomish County, WA 98223 `i I i November 20,2009 ' 1 r R S. p f Adapt Engineering, Inc. Job # WA09-15972 PSM Job # C09071.' I MV t o� 'ISTERF�`� Ss10KAL G ' EXPIRES 01/09/2011 i 2200 SIXTH AVENUE, SUITE 601 PHONE 206-622-4580 { SEATTLE WASHINGTON 98121 FAX 206-622-0422 i f i f 1 I I I— PETC1tSON$'I'REi�i.F.MARTINSON�INt:. JOB:C09071 , Consulting Bagineers DATE:Nov.2D,2DD9 BY: 2200 Sixth Avenue,Suite 601,Seattle,WA 98121 SITE:T-Moblle(SE07101A) `Offito 2Oq 622-4580/Fax(206 622-0422 SUBJECT;Manufacturer Data i Input Data: Manufacturer base reartlons• Moment: 2666 k-ft Shear: 26.7 k Axial: 30.7 k Deisgn Wind Speed: 100 mph Increase base wind reactfons by 5 mph for foundation design: Moment: 3160 k-ft Shear: 31.7 k Minimum aler diameter: Solt circle diameter: 57.27 in i Pier diameter(min): 7 ft 1 f i I i a i I PETERSON STREHLE MARTINSON,INC. Manufacturer Data Page 1 1 �FTERSONciiam LEMA$TINSOTi,INC. Joel DATE:Nov. CeamCioeF.aai� M7E:NOY.z6,sooe 6Y:0 2200SbAhAvn-,saila601,Sunh,WA9a121 suer-Monlla(SEO71olA) Office 20616124HO1n t206)622A422 MALX-Cr:DnAed Pier Foundation Dos n htprYr Oerg: Tebto1604.2--ALLOVIADLE FOUNDATION AND LATERAL PRESSURE Ljitgral PassAl Pressure aluea from Albwabie La!6MI&g GeotechnIcal Report By Adapt Fnglrreering Class of Materials Foundation Depth Lateral I Pressure boiowN.G Coew'don Reslslarwe o ti•: 27 h (130 psVRdo (s ys t,r7 giKsh q "p' mar R ,, t I.Massiva C Win6 bedrock 1200D 12DO 0.7 1 r 0 2 LT 1 2,searnemarr and fo0ated nick 400D 400 0.35 2 2 23 350 t 3.Sand Gt6Ve1 and l of ravel OW a OP 300D 200 0.35 3 23 26 2DO r 4_Sandy.city,claysy sand,slhy gfavol 4 ?9 33 300 t and Clayey gravel 7SW.SP 6M SC GM OC 2000 151 0,211 - 5 33 42 Sao 3.Clay,9andy olay,siay Clay and clayey S30 6 sRiCL.ML.MHendCH) 1500 100 7F. Cvortumfng Momertl applied at�OTM 1.109,765 b-" ' & r.":x:.r:S�: LP�'tlr Applied lateral shear force V 31M13 ais Aliawable lateral sdFbearkV primp 652 Psi/R-2 x p jive,(acts Over tM plotdlanieMrs) Disrtteler of round post b 7.0011 Pier exlemlon 030 It { Dist from ground surfsoe to point•h 100.3 a-OTM/Shoat.Nor Exlomion Trial dept,d' "d• 12.0 a--but not grNtar than 12f1 ' Top soa layer discarded y 2.011 P Cdeutntlonji: 1 As por 1QC 2003$ocUon 11105.7 2 1 HoncensIrgItii it a-'dYd 4.00 R Sn-p'd•/3 2608.00 psi A-(2.34%/(Si b) 4.057 L h•-h+y 10230 d-(A/2)11+(1+(4.36xh'/A))^e SC(10.1) 23.398f1 Wnlmum LRi xim I = 2L it Ursa L a 27 It --) Maum Moment In PMr gg y-dbtancn to pbot Point 3.47 R S M.mulmum marnonl In Pier 3312071 grit fa11i)1Rdg(4f11: 3312.1 kal Il6commtndod SMd ratnforoomeni Corrtola Kit Conqutetions ,%-x bs/4 6541.77 it? Use 1/2%of steel reinforcement 0.005 A.-0,005 As 27.71 Ins J Iryk 6 bare As- 0.79 irn' try total of 36 bare A•- 28.27 its l.`dblc vardtr of Canasta Iloctudlno Want above and), Volurra-(1/4)W(Deptlt+l)/27 39.9 yds 1 Pier Rluldlty E-Modulus of Elasticlty, a1.5 x(33((rC)404 3834254 psi .� W." 150 pof re 4000 psi WAomant of Inertia-PIOxbW64 2443920 In"4 nhp,conatantof horizontal subgrade reaction 15 poi T-(EVMO-0.2 226.6 In VT 1.36 �,Pnasiyn Prasaum Meit+oa O,K. r PETERSON 6TREHLE MARTINSOK INC. Plot Foundation Design Page 2 PETFMON;TREHLE MARTINSON,INC. ]7DATE., :C09071 v Consulting Engineers Nov.20,209 BY:0 2200 Sixth Avenue,Suite 601,Seattle,WA 98121 :T-Mobile(SE07101A) OfQcc(206)622-0580/Fux(206)622.0422 :Skin Friction I 117put Uplift 0.0 k Axial vertical downward load 30.7 k Depth,D 27.0 it Diameter,B 7.0 ft Soil density 100 pet Concrete Weight 150 pcf Allowable End Bearing Capacity. End bearing 2 D/B 15.4 ksf Limiting point of resistance 3 TSF 6.0 ksf Limiting point of resistance controls 6.0 ksf Area-PIO x BA2/4 38.5 fix Vol Pier=Aroax(D+0.9 pier ext.) 1058.3ft3 a 39.2ycP Allowable net end bearing-Area x Allow.End Bearing 230.9 kips Weight Pier=Concrete Weight x Vol Pier 158.7 kips Soil Weight Removed.Soil Density x Vol Soil Removed .103.9 kips Skin friction Allowable Allowable Vertical Surface Skin Skin distance Area Allowable Strata boundary Friction Friction in Strata in Strata friction L1 e[ Lower TSF KSF (it) (ft`) ki s) 0 2 0 0 2 43.98 0 2 4 0.15 0.3 2 43.9E 13 4 23 0.3 0.6 19 417.83 251 23 28 0.15 0.3 4 87.96 26 28 33 0.3 0.6 0 0.00 0 33 42 0.15 0.3 0 0.00 0 Foundation friction resistance 290 kips suits: COMPRESSION: Allowable net and bearing 230.9 kips Foundation friction resistance 290 kips Total downward resistance 521 kips t Axial Vertical Load 31 kips PierWelght 159 kips Removed Soil Weight -104 kips SUM:P-Pier Weight-Removed Soil Weight+Axial Vertical Load 85.5 kips S.F.=Total Downward resistance/(SUM:P) 16.10>1.00,OK UPLIFT: No Uplift,Therefore OK ' PETERSON STREHLE MARTINSON.INC. Foundation Skin Friction page 3 a l a c� N r _ tItI cl i Ill - o f/1 cc mro U a U cli ud 14d LQ o M �II JC C Y OR co gip" 3l�om w d � ^ mer allo Q S+ I F+ " n_•_ N+�i ,+r �a$M �mwmnn �I o o o ccq n � a� �-Nm MTln ao NM q tr � n FJ ETERSON JTREHLE 111\6A ARTINSON, INC. CONSULTING ENGINEERS COMMUNICATIONS MONOPOLE FOUNDATION STRUCTURAL DRAWINGS & CALCULATIONS T-Mobile Arlington/M3 Tower Site (SE07101A) 18825 - 67th Avenue Northeast Arlington, Snohomish County, WA 98223 RECEIVED DEC 14 2009 November 20, 2009 COA PERMIT CENTER WA Adapt Engineering, Inc. Job # WA09-15972 y � a PSM Job # C09071 ��o � I3M7 MVSSfONAL �'` EXPIRES 01/09/2011 2200 SIXTH AVENUE, SUITE 601 PHONE 206-622-4580 SEATTLE, WASHINGTON 98121 FAX 206-622-0422 PETERSON JTREHLE MARTINSON, INC. CONSULTING ENGINEERS November 20, 2009 PSM Job No.009071 Subject: T-Mobile Arlington/M3 Tower Site(SE07101A) 18825—67`h Avenue Northeast Arlington, Snohomish County,WA 98223 References: International Building Code 2006 EIA/TIA 222-F Structural Standards for Steel Antennas Towers and Antenna Support Structures Per the request of Adapt Engineering, Inc., Peterson Strehle Martinson, Inc. has performed a structural analysis on a new foundation for a monopole at the above-mentioned site. The foundation design for the 142' monopole is based on the base reactions obtained from design calculations and drawings produced by Valmont Structures, dated October 22, 2009. Refer to Attachment 3 of this report for further details on the monopole design including appurtenance loading. The foundation is designed to resist increased base moment and shear reactions which account for an additional 5 MPH over the 100 MPH fastest mile speed used by Valmont Structures. The foundation is designed only for the loads indicated above. Our design is invalid if the Valmont Structures reactions are increased. In such a case, a separate, supplemental structural analysis will be necessary. The foundation is designed as a drilled pier based on the recommendations and soil properties specified in the geotechnical report for this site provided by Adapt Engineering, Inc., (Report No. WA09-15972) dated November 12, 2009. Refer to Attachment 4 of this report for further details. Our analysis shows that a 27' deep by a 7'-0" diameter drilled pier foundation reinforced per the attached structural drawings is adequate to withstand the loads described above. Please feel free to call with any questions or comments. Sincerely, Muni Vimawala P.E., S.E. Peterson Strehle Martinson,Inc. Attachments: 1. Communications Monopole Foundation Structural Drawings 2. Communications Monopole Foundation Structural Calculations 3. Monopole Design Information by Valmont Structures 4. Geotechnical Report by Adapt Engineering, Inc. 2200 6T" AvE SUITE 601 PSM@PSM-ENGINEERS.COM PHONE 206-622-4580 SEATTLE, WASHINGTON 98121 FAX 206-622-0422 J ETERSON 'JTREHLE &fJLRTINSON, INC. CONSULTING ENGINEERS COMMUNICATIONS MONOPOLE FOUNDATION STRUCTURAL DRAWINGS & CALCULATIONS T-Mobile Arlington/M3 Tower Site (SE07101A) 18825 - 67th Avenue Northeast Arlington, Snohomish County, WA 98223 November 20, 2009 g S. WA r y xr Adapt Engineering, Inc. Job # WA09-15972 , PSM Job # C09071 33827 �o �1ST�R MV IONAL ENS` EXPIRES 01/09/2011 2200 SIXTH AvENUE, SUITE 601 PHONE 206-622-4580 SEATTLE, WASHINGTON 98121 PAX 206-622-0422 VALMONT STRUCTURES CIRCULAR TIE SCHEDULE POLE BASE REACTIONS (ASQ) OTM (OVERTURNING MOMENT) _ ��a" TIES "b" TIES 2866 KIP-FT SIZE SPACING LAP SIZE SPACING LAP V (SHEAR) = 28.71 KIPS W (AXIAL) = 30.65 KIPS #3 4" 22" #3 6" 22" GROUT BASE PLATE AFTER INSTALLATION B CLFDN B HEX NUTS o SUPPLIED BY MFR co II I ANCHOR BOLT w DETAIL REF F SECTION C-C oLu Q U N � � W Z U N CD A } A =O v t O W I ui w REINFORCING C) CAGE SEE F- SECTION A-A w - 0 3" CLR F 0 v Q = J U m U En = U En M = v _ 7'—o" TYPICAL FOUNDATION SECTION SCALE: N.T.S. WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T-MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON STREHI MARTINSON, INC. CONSULTING ENGINEERS 2200 STH AVE. SUITE 601 PHONE (206)622-4680 SEATTLE. WA 8 61 21-1 64 9 FAX (206)622-0422 pem®pem—enalaeere.oom DATE: 11/20/2009 C09071 SHEET 1OF 9 2.25"0 ANCHOR BOLT (TYP)tj Lo —L + 7 TOP TEMPLATE �FDN #3 CAGE W/ 135- �� BY MFR 0.25 MIN HOOKS AT ENDS \l.� ®' j j BOLT THREAD CONCRETE PIER J v j _,� ABOVE NUTS (36) #8 VERT BARS B I B EQUALLY SPACED SECTION A—A c —2.25" DIA SCALE: N.T.S. Tj ANCHOR BOLTS SUPPLIED BY MFR i TYP ANCHOR BOTTOM BOLT TEMPLATE ---®�'®� A TEMPLATE,SUPPLED BY MFR 1 HALF CIRCM C C 1/4 MIN (TYP) BOLT CIRCLE \ DIAM. = 57.27" SECTION C—C 2.63"0 BOLT SCALE: N.T.S. HOLE TYP (16 REQ'D) V NOTCH INDICATES rE SECTION B—B SCALE: N.T.S. NOTES: 1. SEE STRUCTURAL NOTES ON SHEET 3 & 4 FOR MATERIAL SPECIFICATIONS. 2. POLE HEIGHT: 142' BY VALMONT STRUCTURES. WA 99-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON S TREHLE M ARTINSON. INC. CONSULTING ENGINEERS 2200 BTH AvE. SUITE 901 PHONE (209)022-45 0 SEATTLE. WA 98121-1049 FAX (209 922-0422 p smmp sm—oxmineere.aom DATE: 11/20/2 091 C09071 SHEET 20F 9 STRUCTURAL NOTES STRUCTURAL DESIGN DATA Wind Loads: Wind pressure shall be in accordance with ANSI/EIA/TIA/222-F with basic wind speed of 100 mph Seismic Loads: Seismic loading shall be in accordance with the International Building Code, 2006 edition. Allowable soil bearing = 2,000 psf (see geotechnical report for more information). Foundation bearing soil must be veified by Adapt Engineering, Inc. or a qualified geotechnical engineer prior to construction. Pre-engineered, steel monopole. Pole mast shall be 142-foot fabricated by Valmont Structures. Antenna shall be limited to that shown on fabricator drawings. Non-shrink grout for base plates shall be an approved non-shrink, non-metallic, high strength, cementitious grout (contforming to ASTM C107) containing natural aggregates delivered to the job site in factory prepackaged containers requiring only the addition of water. The minimum 28-day compressive strength shall be at least 1,000 psi higher than the supporting concrete strength, unless otherwise noted. Anchor bolts shall be as specified by pole manufacturer. Bolts and nuts shall be supplied by pole manufacturer. Anchor bolt assembly drawings are based on information provided by the pole manufacturer. CONCRETE Concrete mix shall attain 28-day strength of Fc' = 4,000 psi minimum. Mix shall be air entrained. Mix shall contain not less than 6-1/2 sacks of cement per CY, nor more than 5 gallons of water per sack of cement, unless otherwise approved by Engineer of Record. Maximum aggregate size shall not exceed 3/4 inch. Concrete additives shall not be used without approval of Engineer. Concrete placement shall be in accordance with practices and recommendations of ACI 301, Chapter 8, and ACI 304, unless otherwise specified by the Engineer. Concrete shall be protected with no moisture loss permitted for a period of seven (7) days. An independent testing laboratory shall: 1. Inspect reinforcement bar placement prior to placing concrete. 2. Prepare and test concrete cylinders and furnish test results to Engineer of Record. WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON S TREM M ARTINSON. INC. CONSULTING ENGINEERS 2200 eTH AvE. SUITE e01 PHONE (206)622-4680 SEATTLE, RA 66121-1e40 FAX (2O6)e22-0422 p em®pem—enQinee re.c o m DATE: 11/20/20091 C09071 I SHEET 30F 9 STRUCTURAL NOTES (CONTINUED FROM PAGE 3): Placing concrete during extreme weather conditions: 1. Comply with ACI 306 when placing concrete in cold weather conditions. Protect all concrete work from reduced strength caused by frost or freezing. 2. Comply with ACI 306 when hot weather placing conditions exist which could seriously impair the quality and strength of concrete. Concrete temperature at time of placement shall be below 85 degrees Fahrenheit. Steel temperature shall not exceed ambient air temperature. Wet forms thoroughly prior to placement. Concrete shall have air entrainment between 5 and 8 percent. Concrete finish of top of plinth shall be sloped to drain with a floated finish. Exposed edges of concrete shall be chamfered 314 inch by 314 inch minimum. Minimum concrete cover for reinforcement shall be 3 inches unless otherwise noted. Approved spacers shall be used to I ensure minimum cover requirements. Concrete cover from top of foundation to ends of vertical reinforcement shall not exceed 6 inches nor be less than 3 inches. Concrete shall be placed in a manner that will prevent segregation of concrete materials, infiltration of water or soil, and other occurrences which may decrease the strength and durability of the foundation. Freefall concrete may be used provided fall is vertical without hitting sides of excavation, form-work, reinforcing bars, form ties, cage bracing, or other obstructions. Under no circumstances shall concrete fall through water. Concrete slump shall be between 5 to 7 inches. Concrete shall be placed in a continuous operation without construction or cold joints. REINFORCING STEEL Reinforcing steel shall be Grade 60, Fy = 60 ksi, unless otherwise specified, and conforming to ASTM A 615-60 and shall be detailed (including hooks and bends) in accordance with ACI 315 and 318 (Lastest Edition). Reinforcing cages shall be braced to retain proper dimensions during handling and throughout placement of concrete. When temporary casing is utilized, bracing shall be adequate to resist forces occurring from flowing concrete during casing extraction. Welding is prohibited on reinforcing steel and embedment. FOUNDATION All footings must rest of undisturbed original earth or compacted structural fill as per geotechnical report. When the foundation is a drilled pier, the following two paragraphs apply. Foundation design assumes casing, if used, will be removed. Equipment, procedures, and proportions of concrete materials shall ensure concrete will not be adversely disturbed upon casting removal. The Contractor shall come to the site prepared to telescope casing as necessary to stabilize excavation to prevent caving and sloughing of the granular soils. Drilled pier excavations shall be excavated and concrete placed on the same day. Under no circumstances shall a drilled pier excavation remain open overnight. WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON S TREM M ARTINSON. INC. CONSULTING ENGINEERS 2200 6TH AvE, SUrrE 601 PHONE (206)622-4680 SEATTLE, RA 66121-1649 FAX (200)622-0422 p emep em-ena ine a re.c o m DATE: 11/20/20091 C09071 I SHEET 40F 9 STRUCTURAL NOTES (CONTINUED FROM PAGE 4): Foundation design has been developed in accordance with generally accepted professional engineering principles and practices within the limits of the subsurface data obtained. Foundation design modifications may be required in the event the design parameters are not applicable for the subsurface conditions encountered. The foundation depth indicated is based on the grade line described in the referenced geotechnical report. Foundation modification may be required in the event cut or fill operations have taken place subsequent to the geotechnical investigation. Quality control shall be performed by Adapt Engineering, Inc. The Contractor must submit shop drawings seven (7) days prior to mobilizing drilling equipment to the site and commencement of any drilling operation. Engineer of Record will review shop drawings and provide written comments to Owner prior to commencement of the drilling operations. Foundation and anchor tolerances: Concrete dimensions plus or minus 1 inch Depth of foundation - plus 3 inches minus 0 inch Drilled foundation out of plumb - 1.0 degree Reinforcing steel placement - per ACI 301 Projection of embedment - plus or minus 1/8 inch Vertical embedments out of plumb - 1/2 degree Anchor bolt circle orientation - 1/4 degree WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON S TREM M ARTINSON. INC. CONSULTING ENGINEERS 2200 BTH AvE. SvrrE eo1 PHONE (20e)822-4580 SEATTLE. RA 98.121-1849 FAX (208)822-0422 pem0pem—en2lneere.oom DATE: 11/20/20091 C09071 I SHEET 50F 9 STRUCTURAL NOTES (CONTINUED FROM PAGE 5): SPECIAL INSPECTIONS - GENERAL Special Inspector to provide special inspections with the type and frequency noted below. Special Inspector to provide reports weekly to: 1. The Owner 2. The Architect 3. The Structural Engineer 4. The Contractor STRUCTURAL TESTING - GENERAL Testing Agency to provide reports of the types below. Testing agency to distribute reports to: 1. The Owner 2. The Architect S. The Structural Engineer 4. The Contractor SPECIAL INSPECTIONS - PIER FOUNDATIONS ELEMENT: Piles PERIOD: Special Inspector shall be present when piles are being installed and during tests. The Special Inspector shall make and submit to the building official records of the installation of each pile and results of load tests when required. Records shall include the cutoff and tip elevation of each pile relative to a permanent reference. SPECIAL INSPECTIONS - CONCRETE CONSTRUCTION ELEMENT: Reinforcing Steel PERIOD: Periodic Inspection prior to pouring of concrete. Special Inspector to verify reinforcing size and location. ELEMENT: Bolts in Concrete, including embedded bolts, and expansion and epoxy type anchors. PERIOD: Continuous Special Inspection: Special Inspector verify size, grade, and embedment of bolt prior to pouring concrete. Verify hole is correct depth and clean for epoxy and expansion type anchors. ELEMENT: At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump, air content, and determining temperature of fresh concrete. PERIOD: Continuous special inspection. ELEMENT: Inspection of concrete placement for proper application techniques. PERIOD: Periodic inspection. WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON STREHLE M ARTINSON. INC. CONSULTING ENGINEERS 2200 9TH AVE. SUITE 801 PHONE (209)922-4580 SEATTLE, WA 98121-1849 FAX (208)922-0422 pem®pem-enaineere.o Om DATE: 11/20/2009 C09071 SHEET 6OF 9 STRUCTURAL NOTES (CONTINUED FROM PAGE 6): SCOPE OF STRUCTURAL ENGINEERING SERVICES Materials, workmanship, and construction shall be in accordance with the drawings, specifications, and the International Building Code, 2006 Edition, as amended by the local building department, and all applicable state, local, and federal requirements. Foundation design is based on geotechnical investigation report No. WA09-15972 by Adapt Engineering, Inc., dated November 12, 2009. Foundation installation shall be monitored by Adapt Engineering, Inc. to verify that subsurface conditions are acceptable and with assumed design parameters. Loose material shall be removed from the bottom of the augered hole prior to concrete placement. Sides of excavation shall be rough and free of loose cuttings. An independent testing laboratory shall inspect reinforcing bar placement, test concrete cylinders, and furnish the Engineer of Record with copies of all inspection reports and test results. The foundation location shall not be the responsibility of the Engineer of Record. The Contractor shall be responsible to verify that the foundation location is the same location investigated in the geotechnical report. The Contractor shall verify all dimensions, member sizes, and conditions prior to commencing work. The Contractor shall be responsible for contacting the utility location company and meeting the locators on-site at least three (3) days prior to commencing excavation. The Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures to perform their work. WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON S TREHLE M ARTINSON. INC. CONSULTING ENGINEERS 2200 BTH AvE, SUITE BOl PHONE (20e)622-4580 SEATTLE, RA 98121-1849 FAX (209)922-0422 pemmpem—engineers,oom DATE: 11/20/20091 C09071 I SHEET 7OF 9 MAX 4 - 6" 0 CONDUIT o WP I I - • e II I log CONC PIER 3" CLR \ TYP * *DO NOT USE EMBEDDED CONDUIT IF 4'-0" MIN FOUNDATION SHAFT IS LESS THAN - - 4'-0" IN DIAMETER SECTION X-X SCALE: N.T.S. WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T-MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON S TREHLE M ARTINSON. INC. CONSULTING ENGINEERS 2200 oTH AvE. SUITE ao1 PHONE (209)922-4580 SEATTLE, RA 68121-1840 FAX (209)922-0422 p exa®p exn-axx&iue ers.ooxa DATE: 11/20/20091 C09071 I SHEET 8OF 9 COL VERT REINF COL TIES / 4 CONDUITS MAX 6"0 MAX CONDUIT �1" CLR (TYP) 4" CLR (TYP) X �� i X 4 � y (6) #3 x 18" AT 6"OC �ADJUST TO RADIUS OF CONDUIT NOTE: ANCHOR BOLTS & MAIN PIER REINFORCING NOT CALLED OUT FOR CLARITY TYPICAL CONDUIT DETAIL SCALE: N.T.S. * TO BE USED ON FOUNDATION PIERS 4'-0" AND LARGER WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T-MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERSON S TREE= M ARTINSON, INC. CONSULTING ENGINEERS 2200 6TH AVE, SUITE 601 PHONE (206)622-4660 SEATTLE. RA 96121-1649 FAX (206)622-0422 p emmp em—engine ers.a om DATE: 11/20/20091 C09071 I SHEET 9 OF 9 PETERSON S TREHLE M ARTINSON, INC. CONSULTING ENGINEERS Attachment 2: COMMUNICATIONS MONOPOLE FOUNDATION STRUCTURAL CALCULATIONS T-Mobile Arlington/M3 Tower Site (SE07101A) 18825 - 671h Avenue Northeast Arlington, Snohomish County, WA 98223 November 20, 2009 S. r �� og WA Adapt Engineering, Inc. Job # WA09-15972 PSM Job # C09071 , � a My /STERF' -'sSf ONALG� eXPI;Es 01/09/2011 2200 SIXTH AVENUE, SUITE 601 PHONE 206-622-4580 SEATTLE WASHINGTON 98121 FAX 206-622-0422 PETERSON STREHLE MARTINSON,INC. JOB:C09071 Consulting Engineers DATE:Nov.20,2009 BY: 2200 Sixth Avenue,Suite 601,Seattle,WA 98121 SITE:T-Mobile(SE07101 A) Office(206)622-4590/Fax 206)622-0422 SUBJECT:Manufacturer Data Input Data: Manufacturer base reactions: Moment: 2866 k-ft Shear: 28.7 k Axial: 30.7 k Deisgn Wind Speed: 100 mph Increase base wind reactions by 5 mph for foundation design: Moment: 3160 k-ft Shear: 31.7 k Minimum pier diameter: Bolt circle diameter: 57.27 In Pier diameter(min): 7 It PETERSON STREHLE MARTINSON,INC. Manufacturer Data Page 1 PETERSON STREJILE MARTINSON,INC. JOB:C09071 consultingEap-1, VA I L:N.,20,M9 ar:0 2200 SixlhAvenue,Suite 601,Seattle,WA 99121 srrE:T-Moblle(SE07101A) Office(2116)622d580/Irex(20 622-0422 sus.tEcT:Drilled Pier Foundation DeslIfn Input Date: Table18042-ALLOWABLE FOUNDATION AND LATERAL PRESSURE Lateral Passlvo Pressure Values from Allowable Lateral erg r mterhWeal Report By Adapt ER01ReWlIq Class of Materiels Foundation Depth Lateral Slknng Pressure below N.G Coaliklont Resistance DW-. V 27 it os mun dept Alierrrtr:e "q all" V Swa bcgfn leyv "Jaw Pass Pro% 'I.Massive Crystalline bedrock 12000 1200 0.7 1 0 2 0 2.3odimentary and foliated rock 4000 000 0.35 2 2 23 350 3.Sandy Gravel and/or gravel GW 3 GP 30110 1 200 0.35 3 23 28 200 4.Sandy.silty,clayey send,silty gravel 2000 150 0.25 a 28 33 Soo and clayey ravel SW.SP.SM,SC GM GC 5 33 42 200 5.Clay,sandy day,silry Gay and clayey 1500 100 - 130 6 SRI CL,ML.MH and C 7 AvoragoAAcvraDIa :;� 320.0% ,'psUh Overarming Moment applied at tol OTM 3,159.765 MAI Applied lateral shear force V 31,653 ibs Allowable lalulal all-baalln9 lxeR P 65:Pal/ft.2 x p are,(mots over two pkr diameters) Diameter of round post b 7.00 It Pier extension 0.50 it Dist from ground surface to point'h 100.3 It.OTM/Shear+Pier Extension Trial depth,'d" "d" 12.0 It-•but not greater than 12ft P Tap soil layer discarded y 2.0 It caMulatrona. As per 18C 2003 Section 1805.7 2..1 Nonconstreinod a="d"/3 4.Do It S,-p"d"/3 2608.00 psf A-(2.34 P)/(Sr b) 4.057 t h'=h+y 102.3 R d=(A/2)(1+(1+(4.36 x h'/A))Ao 16C(18-1) 23,398 1t Minimum L Required a 26 It Use L r: 2711 Maxlmum Moment In Pier m y'-distance to pivot polM 3.47 It a M.neximum moment in Pier 3312071 lb-fi finished grade 3312.1 k-tt Recommended steel reinforcement Concrete Pier Computations /b=a for/4 5541.77 IW Use 1/2%of steel reinforcement 0.005 A,-0.005 As 27.71 in° a J try S 6 bars A.- 0.79 In- try total of 36 bars A.= 28.27 In■ Cubic yards of Concrete(including height above grado): Volume-(1/4)rrbe(Depth+l)/27 39.9 yd' Pier Rialdity E=Modulus of Elastielly--w01.5 x(33((fc)A0.5) 3834254 psi w.= 150 pcf 4 b f.- 4000 psi L.Moment of Inertia=PI0xW4/64 2443920 InA4 ni,-constant of horizontal subgrade reaction 15 pcl T�(EI/n.)A02 228.6 In L/T= 1.36 UI4.Passive Pressure Method O.K. PETERSON STREHLE MARTINSON,INC. Pier Foundation Design Page 2 PETERSON STREHLE MARTINSON,INC. JOB:C09071 Consulting linginurs DATE:Nov.20,2009 BY:0 2200 Sixth Avenue,Suite 601,Seattle,WA 98121 srrE:T-Mobile(SE07101 A) Office(206)6224580/Fax(206)622-M22 SUBJECT:Skin Friction Input Data: Uplift 0.0 k Axial vertical downward load 30.7 k Depth,D 27.0 ft Diameter,B 7.0 ft Soll density 100 pcf Concrete Weight 150 pcf Allowable End Bearing Capacity: End bearing 2 D/B 15.4 ksf Limiting point of resistance 3 TSF 6.0 ksf Limiting point of resistance controls 6.0 ksf Area=PI()x BA2/4 38.5 ft' Vol Pier=Area x(D+0.5'pier ext.) 1058.3 ft' = 39.2 yds Allowable net end bearing=Area x Allow.End Bearing 230.9 kips Weight Pier=Concrete Weight x Vol Pier 158.7 kips Soil Weight Removed=Soil Density x Vol Soil Removed -103.9 kips Sldn friction Allowable Allowable Vertical Surface Skin Skin distance Area Allowable Strata boundary Friction Friction in Strata in Strata friction Upper Lower TSF KSF (ft) (it) (kips) 0 2 0 0 2 43.98 0 2 4 0.15 0.3 2 43.98 13 4 23 0.3 0.6 19 417.83 251 23 28 0.15 0.3 4 87.96 26 28 33 0.3 0.6 0 0.00 0 33 42 0.15 0.3 0 0.00 0 Foundation friction resistance 290 kips Results: COMPRESSION: Allowable net and bearing 230.9 kips Foundation friction resistance 290 kips Total downward resistance 521 kips Axial Vertical Load 31 kips Pier Weight 159 kips Removed Soil Weight -104 kips SUM:P=Pier Weight-Removed Soil Weight+Axial Vertical Load 85.5 kips S.F.=Total Downward resistance/(SUM:P) 6.10>1.00,OK UPLIFT: No Uplift,Therefore OK PETERSON STREHLE MARTINSON,INC. Foundation Skin Friction Page 3 a m rn m a CD 0 i I 1 i I 1 I I � 1 WCl a ! I c i U)cr j C y N� o a V 1 � � � If IAc mo V j N'� E o E❑ � Y Q m N a n eq eq I f C c E O O N cn U (Wlrl + + s •J J 0 I 0 pp� m U z° C LL w o OQ O 00 p O O C. V N O co (Op N Q � W � N y (A)ud iud LQ 1CL o N �O^�O 9 o tOG4 in N =� �^^O^�f°O O� 0 Z qboa 0 N V PIC �Y Y co wTf�P G OOICyO a,OWN{10OO O4]QO Y O dp O p 1° a0 coOON �T�NMh��C fO 1G a �i c) NM�h = a 8AA O ; LU ~ F iV QQ11 O a �- Nmty)v O�o.-N C1 II N N II II C to a 8 $ N a S ° �4G�° c m'QEt GC CD3 .��g M." WaN W S W �RR o N 6MN Hi.-o aZm aH V PETERSON S TREHLE MARTINSON, INC. CONSULTING ENGINEERS Attachment 3 Monopole Design Information by Valmont Structures 2200 SIXTH AVENUE, SUITE 601 PHONE 206-622-4580 SEATTLE WASHINGTON 98121 FAX 206-622-0422 ITEM PEEOD FEATURES NEIGHIT"Sl SIBS 1 1 I SECTION A ALMONT STEEL SPEC 5-221 9.212 9.212 2 1 SECTION 8 VALMONT STEEL SPEC S-22 5,401 5,401 3 1 SECTION C ALMONT STEEL SPEC S-22 2,786 2,786 4 1 BOTTOM CAGE PLATE 113 113 5 16 2.25'-4.5 IR1C-2A ANCNDR t101T, IENGiN 0.00' 127 2.020 6 1 BASE PLATE Q52 1.952 142'-0.00' 7 2 STO. MM DISH 4' OIA. 376 752 10 6 1 PLATFORM, PIROO N 0 Mils. i3' 1.300 1,304 9 1 PLATFORM. PIR00 M/0 MILS. 13' 1.900 1.300 138-0.00` --- 10 1 PLATFORM, PIROO W/O MILS, 13' t 300 16300 1 TOP CAGE PLATE IMMDVE BEFORE SE7T1 POLEI 149 149 I SAFETY CLIMBING CABLE (LENGTH 132.001 100 100 2 GROUNDING LUG 2 4 GALVANIZING 390 390 152 STEP AND CUP SVALMNNT STANDARD) I 7G t 3 MN0 IDLE 9' x 24-1 S6 168 9 HANG HOLE (6' x te'1 (TUBE) 12 108 12B'-0.00" 3 MANO IDLE 5' %8' 17 51 1 PolE CAP 23 23 its,-0.00' �O 1 t. 21.63 *HOLE %-000RO Y-000RO TYP V 6 M00) 28.64 0.00 26.46 to.96 O O 20.25 20.25 0 10.0 26.64 ( O O 46 0.00 28.64 n.t6' Los'- O.UG'- - 7 TYP +0 0 % 64.25' O 0 TYP O O R2.00' O O (2 REDO) 3 NOTES: R12.00' t. BASE PLATE THICKNE 2.500" (2 MOD) 2. BASE PLATE ALLOMA STRESS (KSI) -50 DESIGN LAP SPLICE-53.00' 3. VENT AND GRAIN N01. PROVIDED 4. MAXINUR4 BOLT CIRCL DIAMETER- 57.27' 5. MAXIMUM CAGE TEMI DIAMETER-63.27' NOTES: 1. 6AN�t{S: 28..110pATIONLDESj(8(,- VERTICAL 30.655 AT-RIPS 2. GALVANIZED PER ASTM A-123. 3. DESIGN CRITERIA: EIA/TIA 222-F 4. THIS STRUCTURE HAS BEEN DESIGNED FOR THE F ING LOADING: A. CASE l: MIND-100 MPH, ICE-0.50 INCH B. CASE 2: WIND- 50 MPH C. EQUIPMENT MTG C97to WITHOUT ICE WITH ICE HT. , EPA NT EPA WT DESCRIPTION IFTI a'n (F r%) (LBS) (FT-2) (LBSI 2 1-LIGHTNING RDO, 0'------ 142.00 146,0 �1 12 37 ---1.77---45 9-iNBX%-6516-R2N 138.00 138.0, 42.21 270 45.89 504 1-PlATFOAM, PtR00 W/O MIL 138.00 l3B.OD 15.70 1300 20.10 1765 9-TMBXX-6516-R2N 128,00 128., 42.21 207 45.83 $04 1-PLATFORM, PIR00 W/O MIL 128.00 128'00 15.70 1300 20.10 L765 9-TMBXX-6516-R2M ILB.00 11B,Ob 42.21 270 45.83 504 1-PIATFGRN PIROO W/0 MIL 118.00 118.0 t5.70 1300 20.I0 1765 2-STD. MM DISH, 4' OIA. L05.00 to5.0 41.82 376 43.58 554 S. FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT ESS NOTED OTHERWISE) ON DESIGN LAP SPLICE-67.00" fAUG 01 2010 oQneR w.ac ��b09WASAN�',G�cO OT '� F t I •� 5645 OCT 2 2 2009 I 6 0-u.00'--- (TOP OF BASE FLATE) S 4 SECTION INFORMATION ITEM 101 LENGTH 845E QU TOP 00 TKK MAIL 6.00' S0.00 37.40' 0.370' A572 65 KSI 12944-69 GUU2200O71 1 12844-69 NONE 0/2t%04 Milt 3 1 51'- 1.00'1 29.32' 16 98 0.219'1 A572 66 KSI I T-MOBILE 1-2' POLE. SITE: APL1h2T0t4 (SE7LOlAl. ONtSH CO.. NA valmont 'f STRUCTURES VALMONT MICROFLECT 3275 25th.STREET SALEM, OR 97302 PHONE: 1-800-547-2151 ENGINEER: Chris Blaumer x6698 Reviewed by: CYs COMMUNICATION POLE DESIGN CALCULATIONS oQnER W, Bl wAsy��7G� EXPIRES ON x � �w(s [AUG 0.1 2010 4�L�645 �,rorrnt. OCT 2 2 2009 T-Mobile VALMONT ORDER #12944-69 SITE NAME: Arlington (SE7101A), Snohomish Co., WA POLE HEIGHT: 142 valmontY,,` STRUCTURES 10/22/09 ENGINEERING DATA f or T-Mobile Arlington.(SE7-101A),Snohomish Co.,-WA - - VALMONT ORDER 12944.69 1) STRUCTURE DESIGN CONFORMS TO EiA/TIA 222-F INCLUDING: 100.0 MPH BASIC WIND SPEED WITH NO ICE 100.0 MPH BASIC WIND SPEED WITH 0.5 INCH RADIAL ICE 50 MPH BASIC WIND SPEED WITH NO ICE FOR TWIST AND SWAY 2) FEEDLINES ARE ASSUMED TO BE PLACED INTERIOR TO THE POLE. 3) ALL MICROWAVE ASSUMED TO BE 6 GHz UNLESS OTHERWISE NOTED. 4) LOADING AS FOLLOWS: 142'POLE 1-Lightning Rod,8'@ 142.0' 9-TMBXX 6516-R2M @ 138.V 1-Platform,PiRod w/o rails,IT @ 138.0' 9-TMBXX-6516-R2M @ 128.0' 1-Platform,PiRod w/o rails,IT @ 128.V 9-TMBXX-6516-R2M @ 118.0- 1-Platform,PiRod w/o rails,13'@ 118.0' 2-Std.MW Dish,4'Dia.@ 105.0' STRUCTURE ANCHORAGE INFORMATION POLE HEIGHT(FT): 142 NUMBER OF A.B.'s: 16 BOLT CIRCLE(IN): 57.27 DIA.OF A.B:s(IN): 2.25 BASE VERTICAL(K): 30,65 LENGTH OF A.B's(IN): 96.00 BASE SHEAR(K): 28.71 PROJECTION LENGTH(IN): 10.50 BASE MOMENT(FT-K): 2866 TEMPLATE OD(IN): 60.77 VallmQn# - Structures -mulleerilnr� FOm1�f3098(1?105) T valmont STRUCTURES BY DATE CHKD,BY DATE SHEET NO, 10/22/09 ENGINEERING DATA for T-Mobile ArlingtojL(_SE710L1A),_Snohoniish-C.o.,—WA VALMONT ORDER 12944.69 EIAITIA-222-F BASIC WIND: 100.0 MPH WIND&ICE: 100.0 MPH AND 0.5 IN.ICE TWIST&SWAY: 50.0 MPH DATA W.O.ICE DATA W/ICE QTY DESCRIPTION HEIGHT EPA WT EPA WT 1 Lightning Rod,8' @ 142.0' 1.12 37 1.77 45 9 TMBXX-6516-R2M @ 138.0' 42.21 270 45.83 504 1 Platform,PiRod w/o rails,13' @ 138.0' 15.70 1300 20.10 1765 9 TMBXX-6516-R2M @ 128.0' 42.21 270 45.83 504 1 Platform,PiRod w/o rails,13! @ 128.0 15.70 1300 20.10 1765 9 TMBXX-6516-R2M @ 118.0' 42.21 270 45.83 604 1 Platform,PIRod w/o rails,13' @ 118.0' 15.70 1300 20.10 1765 2 Std.MW Dish,4'Dia. @ 105.0' 41.82 376 43.68 554 "Imont - Structmrqp Enaineerincl< Form N3098(1=5) w m M O M N O N p , ri r•1 I i I Qw 1 I 1 � I m T� 1 r•I 1 o w m o m m o m O N M H M M w , i H I HN OHm In w 1l1 m H H r-I u � a Fpt �I m I N I A H I to I H x I 0 � I p1M AO(Dv a-1NO10 M I r'1 -H U H In%D Ch 0% I I „ i 0 a) •ir. m r-I Ln to w44 � N a)U! Is V CO r-I V tQ w P4 H i O ra N I W U1 I rt 0 I 0 I [Q�Om [- rimmrlO -r4 EAI I �N 7-.1A m%000w a,0O I O M O I O 00 O M M In n tC I •r4 U H N t\M tO H r•I H M O IZi , o rn d� N ao r r-I ao G 4) $ In rl(4 .-I IA vi rt O faxC I O %D NNri) �1 U iA 1-I O -16 N r-I N to I 04 H \ I Fa H 1-)t••I N V4 [] I � OHMarimw0 44H O M LA LA M+-I tl G � "�ioMh W0m00 � U p H $4 outn \ tvNIAw0 a� -,qI U Howroco00H'Io G O W i U) o) d G t1 M GoNOw F4 N S en NN wui t)r1 4e w a.) !~. >n•rl C". r-I • N N C1) A a) u O m 0 O m r•M co a) I!l to a) N � Gi \ 0) MNow m ow W oL ' q rG4 C a uir�)i a>i FUt U G O r-I Mor4m co $4 4J I W O t, OQOON rY OmM0a00%00 0 $4 q H I d t E-I IA 4.)%D 0 0 o p r-I z • M r to • . • . 0) 0 G \ q \ owtntoN w >I H0wwco00 1 H 0 (6 O, I al L N•r1 4.) • • t, • ON I O 4-I .4. M N N w to N a) [)I H N M O to o tr M N ••i f•1 i4 O O k h >{ to M •to I SS U N W W W W C W ww m 3�4 \ •14 \ U Cf to I r-I H I O N W (a L I a 7 G �GOl I sN I ri �• m O to 444 a,d to W O ; m to SNI A 14 `cl I pl m v Di v u rq w x N v w ua Cl) "I •r4 t rl .. v ') N i 14 UI G 4) G ritofnt~. 10H N , W G u m H G _ N 9 •14 .•t O �Qy N I a) 41 0 •11 a) k-A to 'O q W j-i I I O m > G k 1) a) N U to 3 Q Qy1 4) a)-w u A I U u m o0 a) q G Hw 44 r1 I G A A t0 to p 'Nd v G u W'rt> Sa A• 0 a) A4 4J p N H a.) 24c2.0u O Nu0U > � 09434 ` 1 4) 41EQ��r4 t 1 m pt. U N a N Wp O r1 r4 G ri u •r1 'D m 0 00wvr1 1 4JW EN aN Iv a w bI 1J U O p�+ .0 4.) 0 () ) : G N r4 N 0,-I �1 •r4 ? 3 1 �+ I a) 0)0 f* rtt 2 0 O Ili -rl •rl C U >-r-I W Q)•rt r-1 r-I 0 q x U w Cp7pQp'. m Uf a H w ON M O M N O N \h � rI v 41 04 � z° Qw o � u ri sr as � ta-•�q—� - — U O O ai,-I H 4.) N IHfI to N O A a Lno � O u1 0, i r1 VO N CO d. r-i tq m r(d U l r ON U) a`i uwi �i A w z a m r,tn s I ?HG -4 U m Clro N 0�H O CA w m w oo w �Fy # O•¢' J a E ul m o m N F 4-- 0 r�1 a (d (In u 3ra x F H r-I 3 Ir 0 N14 4a iv N 10-1 w �4 a m U H H a ta O'U C{l W-H H IA M V! eM h r•i [3 fA 02 M 10 O `a C. �-H A4 N to V 0 y as •o 43 H �s U t11 a m° 0 fQ rd m� 3 w m as s.) L8 OVa N H---- H 01 M Q1 O M Q1 � Si N O 47 or A w m v�+ � E" m N r * rii•ri p ?,* u x r M o r► o M a 00 00 r+ 00 H m -1 M w« y N ri In o In In M O* + �< d N M N -- O Ww 11 * to # ^is In " In dw In VW In d� U O bi Ln Ln r- � n w rl � Lff Ai ri + SA O lQ o0 0 M m co M ra N O N OA ri C1 O >1 N ri N N N o NA n N fA O EAIn QD rl 1� M 1` Z * r. rA v (I N M O 00 H * Qt 0 co co 0 W 10 RppC m k" H 17 U1 H 0 R4 rw z 2'a H q N o 0 o a o 0 o a N 1 O N O O O O O b O O O O O O O O N u J(d W 0 to In In u In 1 In 4n In H-,1 SCE N >4 W 3 O 1 M H q U,50C 00 yob.{ O .... V H rs,V O O 0 O O O O O d; O N 1! O O 0 0 O O O 0 O 1 �U k b.0 0 0 O O O O O O k k m m +1 g q (V UmON 0ow%0 r-I wC w a o o in kN w o O �O 44 0 0 C. 0 0 0 0 0 PI H -.�•! 1Hi U a� 0 ,�V� 0 0 0 0 0 0 o b N S 0 0y to 0 O co 41 w CID QD 0D Co CO W w N m rH 01•14 O R•1 r1 d' M M N N ri ri b N LS. �•r1 •� 3�W`" H Hri ri ri rl Hri pi H HV OO � k ?�ju W H H•ri (11U (0 O 0) ,u•ri a N O 0 o 0 O O O O 3 rt w C1 1 R4.) 0 0 b 0 0 0 0 0 zJ 9 U 0 1 O 0 1r 41 N a 00 00 a co 00 In y 0 -ri •.i H 4d aP M N N 1-1H O b 10 •H Q1 to � M i -1— ri rl r� r1 -1 ri rl 11 N i p 0 U U v U N C bl•i •r1 V Y.0 k 0 O V rtV PAST!11.,00, ri 0 y, w p� O qN PA q .7 Pr E rl N M W to 10 t` m roz 0 a _ _ �r Ol M 4J O M w N O w N \n X ur o FC Nai 41 Uw A 41 'rj N rl O .-I O r4 O (13 W k 1 ri N n N n N r- OD O* N N ri N In N In N II) ri tl' H W ri d• ri ------ -- O + # K * is * ---W.:w Val K yr 11 * * NNNF * Q •� IQ w-ri M n o Gn O n O n Vx O b 9 N N H N N M H H ril rR-1 OC11+ Ov O O �' z a W %0 10 to N m n N rl N T ri 01 O p 00 in ri In a-I In H V0 O w 4)A n u ri w $4-- m o eq z 0 * rl W W M to N Inn 0 * * A N 4 KS Uri F 107 0 GOi u~i o wi O ~ D4 q m o 0 0 0 0 0 0 0 a qvq }o� o 9 N o 0 00 0 0 0 0 u r q u 0 0 0 0 0 0 0 0 C14 4) FC N d NP4 a w Ln to ul Ln N to to of ri 4i I r'+ �' �i (aq E+ 3 0 v •rwi q H U U O p H.0 0 ri k U r. U 9, 0 0 C. 0 0 0 0 0 [�� �p,w w N•0 N ei o 0 0 0 Co o a E N•rl w U 4) C) 0 0 0 0 0 o p 0 4) ri ?d 'd-ri $4 )a 8 Oi L4 Js O N 10-1 U 4)Gl a A•-- A u a1 0 4)-1 140 a IOnokw.t,U M. U O LA0$ Nq0 I W W O O 0 O O O O O O p 14 rwo 4 u (:A m 0 1^ 0 a 0 a 0 0 00 N 4) to (d w q to 4)j 1G ao m t0 m m OD L i N ?4 w 8 N 4)•,4 O H 44 V M M N N +-1 ri O H V! U 9 4.) (0 d)•rj (o NW H m RYS'a UI o 0 0 o 0 o 0 0 0 0 o 0 0 D � � CZ 0 0 0 r0 f.• U O 1 O iJ bl s.l N a0 OD co ; m m 00 to 4) 4) -1 •r1 ri W cM (1 e) N N .-1 H O O ;1 P Id a +�+V H H '•'1 r1 4 1 1 y .rj O tUgntn -A U UU� pw,, 4.)$3 1 (3 to 41 •d OroE 2:MW 43 OWN 1+ >4 A a° n0 m Qr4 N Cl) d• uY l0 n OD O z a �r m M oM N O N \r 0 to m Aw O sp r^in rin � hdrOaMnOOdrh (10 Vr01W nwmvmo hr� cNwn01N U1W ri Ww w Mdr MQ1H O1w W wdr W MHd• N OMriM U)n 01 rIM sM ON01w p d1 O1Mn Nw0 rI NNMMtlr W Ul ulwnhW0101 n W W 010 11N M u)wh dr V' dr U) h W 0l H N dr U) n H ri H ri ri ri ri ri ri H ri -1 ri ri ri NNNNMMrn M M M M dr V dr v dr vdr to in M U) Ul H 01(V O z to MW co ntnvr- omon0lnwdr 0 HC4a%0Vr iNNW01 Od' OWw W Mr)01Nwn ri WOriri � hOM001hOMM Or-IN010dr .--INntori Md01 W Qtw0lhOOtnw w d * LntOnh coo 0NM W wW O) wW6) rIwOU)Oinrin wh0 .0Nrt0014NMtn Q fir. rtririr4ririr4r-t nn W W moHNM VM %D H ri rt ri ri 1•i r•i rI iI t< El O H`•' E z M001w rr)M 01h wM0 W wMN d1 WMNO hlAMr-I W O1 N W h to rih tlrOwMmw 01h W W wW hU) nnnOw wO mmmoh M0h v0 to W co ri •o O U1 ri hN W M01 N ri NNM vv tnw wh W 01 ON ri My W to W whn co 0101 to U)ww hn W OD Ch00 AJ M41 r-i M ri ri r•I rl ri rl ri H ri ri riNN ri ri ri rl ri H H H H ri li ri H vi ri r4 ri H H ri ri NN 3 UH W F LO H rl N ri 41 MNNri O101Wnwl!) MMNr-10 Vr WMW NwOdrWNfA MU1W riW U1N U1 Wen UI U1 ►i t00 riw010U)OtOU) ONU)ON O(ndrriOW hNMNw how m.0w W ON �rw W a a 4) m m nNM W N 40l M to Ow W ri h 01 011iN to 01 N wow W ri OtO riM w 01 N w 01 N In W Q O \ 0v h CO CD CO 01 01 01 0 0 ri rI r4 N N N CD 0t0101 ON 00 ri M ri Cl Ol00000H ri HC11 NN r U� ri ri ri ri rl ri l ra ri H ri 4 M r+ ri r•i ri M r4 ri rj H ri ri ,i �w N dr ri i• i< � W W W W W W W W CO W W W W W W Uf to In in U)Ul U)lo t/7 U) lf) OOO OOOOOOOdO W W W W W W 00 CD CIO W CO W CO OD CD W NNNNNNNNNNN In U)to u)ul U)u) U) w to lh W H t0 -1r-4M -Irir-IHrjrlrlririr4r4H Hriririr♦ riririHH -4 nhhnnhnhnnnn 0(�1 NfV NNNNNNNNNNNNN MP+ MMMMMMMMM M(•')M M M M'I rn M M MM r 4,1�•rl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000 000000c, 00000 H N M M M M M M M M M M M M M M M to N 10 N in U)u) U1 to in In 000000000000 }.t W W W CO <M CID CO qrW W CO wW Ww CV v00 v 10 IV -V v10 VN 0Nm " NNNNNNNN 0 m MM ri MM U)nh Wri MW U)hN WtoW h (YtH Mtn nm0 dr Ul ri n 0l ri M U)h 01 r1M U 0) N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a 0 41 0 wh0M00r4NN •d 0Dh0 n W WMONM V OWW nnW W MriNM V Wt' W O V4•v ri ri ri r•iNNNNNNNNNNN NNNNMMMMMMM MMMMM 'cN dl dr V' dr sH sN w •ri�G4 A (n O O p 0 0 0 0 0 0 0 0 0 0 0 0 O O W O 0 0 0 0 0 0 0 O O w N O 0 0 p 0 0 0 0 000000000000000 OOto04000Oolo If10 V/0100000000 tU'y E 0l 3 NW nNWnN W n4H000nUt u)NOhNrNnNnN NN01wNnNnNnNn (l 01 01T01 I7.) fO4a ri ri H M ri ri ri r-i r4 r-I r•t ri ri W co nnwwU1 ut u)to v v 4rMMNN ri ri r�iC4nl A V. M N M r-I N p E) 0) 1) w v � �•ri to m to rn m 0 rt 44 w 44 w w caa 0 0 Q N w w OD 0 0 0 O ua ow a a a o m 0 to H W W W W E-r MN Er m rn o M N O N O • ri rl a m A �v a�m U wrn �7 W In V) 4t N M O •r w M ao rh Q o i6 r co r1 •.��rI � o muv e-I ao Sa< � E H E 1 N In N l� H m m rI ri �HNN FpgGy # �w H m H W 1! LA I+I JJ O I'1 pp 11 m m (4r1 W 4 N d� r•1 k * m In u, H m rn O rH•I a/�ro M H a o 3-1 N O N V) Ut o iJ N m a 0u 0amo OE N (0•.•I d• U) to o 0 1i84) NO N $4 rota �- a q m i 43 o vy w w 0 Ol M O M N O N • \r 0 H H N A� • OMMmmObMMMU) W Hal01DO1M W albbatbOHalN W H bHOOrOImU) ON M MMmlDONO WOOD OI rI •arONNUIH r41N Mll) O h 'D nlMO lO b �i• I� bHOlOc1' O N a1 al(V U)N t•1 HHNN W IV •- v_1WDs lD rN V. rQil mH 03 WO] OHl rOlI_47A 0�0 D�1-1 sNNOM 1 0 U)kboW %D .000 7�I C> H N M -W H H H H H 4 H H H H N N N 3 �H (bj NH 000 b at H N al N O r b CO W m1D M1 4 W m bNH W H HNrr W al al lD co 0 0 N H h L) N01 W 01D bN alr H U) HH MN %DO W W HrI W WOV m U1 N a1 b 10 NU)H U)Ob0 W al W H M010Mb HHU)a1NMhHMOlN1Dm m HNU)O W al W mMm mmHMmNrAU) 0 � }{ W U)U)U)O O Q O U) U)IA%D W CO 0) al al aIOOO HHHNNMM M M W W W U)U1 b 10r H 1 lu H H H H H H H H H H H H H H N N N N N N N N N N N N Cl N N N N N N N 14 0 NN � a MO W rHMMrd�61N Pol M O1 M U) O N al a1 m H0) NMmN U)U)OM Or 1Dm W 0r %000 a10 W r")H UTOOU)mMM1DOMH W01 hHOU)OU)HrMQ0 U) rhU)0U)m(14rN M r m H M r mH M w r O M U) in r Q H H W LntrH W co U)alN NNW 10 OMb0Mh O }.I S4 MM W W rr mmAHNNN W W U1 in U)m In U)1D b Wr, hhm m co W 00 01 m O1000 H .r) m H H H H H H H H H H H H H H H H H H H H H H H H H H H N N N CA .04 0 m N U101 a1W U)HO W MU)N M fV U)m W 10H W rNOON U)ON mw M10 br0 W (1410 z rU)r HW W OU)OHO WOr mm WN U) MMHHHHHHHN W HMO Ln oMNO 01W f.{ NHN V WU)U1m0 CO 00HM 10 HMtOr ralO N in m Hv r ORf MMN to m N U1mOM M M M M b%0%D r M D) 000 N N N N NNMMM(q W v W U) U) U)U)UI In N%D%D%D rr H H H H H H H H H H H H H H H H H H H H H H H H H N N N H N N >1 (J] 0 0 0 0 0 0 0 0 Q O O Q 0 0 0 0 0 0 0 00600000000 0 0 0 0 0 0 0 0 0 0 0 0 °a4-1 wi 1 •A H o �- 0 w u H 1! bW W W 01 W Wb01 U1NOlHr rh U)N U) NN%D b U) MmN W W M MM W W0OV W Nr a1 �Q w' JJ HHhml!)U)r 01 H o) 0 Mm h r�OM O ON 1D W 01 rrHh 10M Mm H U)OH W Om%D 0 (+' 01 Mbbr M a1 rq 0001 M M O N r r W r oo mH W mH U)W m01r W a1 W m LA 1D HHHNMM W W U1b10 bhrm0lHNMU)1Dr rrmO10NMU)rm 1.) V1.� HHHHHH HHH HNNNNNN H W -4 9 01 X H 0) •H Id a �- 0 0 a - WN 000OMOHH'0 WMMM1D b0 ONMmHNHm rr rat dt 0HNHm � HHUi U)NN aI OMMW W bHH1A4H HrOI UIbmNr U)Ul Wb lD U)N 0 M 00101H W a ,[+ Ol LVv 41 W mNNM aI U) 00 mNOM Mh a% U)MHOmrb W WU)O NW W MM W W 1 HHHHNNNMW W W W WUlbhmm al OH HHNNM W U) 1Dr W 1 ) ) e l l ) ) ) I H H H H H H H H H H H H .H ) y •r1 {H a° WQ00HH1Nr r OD W M M 0 Wr rmH it ON a)0 W m1D 1D NbMb 01 1D O U) (n 0 H .•+ HH 1O 0100 a1 r b b O N U) U) U)CO r M M00 U)N 00 U)U)W Nm 1D bhM0 H 1D a4M ut 00 W '3 W NU) U)Ul0 W W10 MOMM00 rH H b a11D U) U)U) U)1010 b br M 010HM U) r 01 H H ri HNMMMM 10W U)N U)br m al0HNM MMW W 10 r mM0H PziI 0.14 H H H H H H H H H H H N N N IA T ) r{ b 16 0000000000000000000 000000000000 O O b N 0 0 0 0 0 0 Gi U O 0000000000000000000 00M0000000 w U)O W 0/000000 )) NmWrNm WrNmmhN[`• UI U)N rin U) NOrNrNhNrN NNO1 lDNrNrNh a) -,I m0 H H H H H H H H H H H ri H 0 H HMI m M O) mm Wmrr 10 b U1 U) U)U) W W -0MMNNH O rcl 0 m )7 Id GQ O O•H w as Ol M O M N \h ,4 H W N 99 H 00 Or P mo ,4co (-O N rn 4 CI NNN N �,rql � �v (} N M V M 1, [- O) 00 - N A N N N N Ill%D CO H FC hMNH H Od coo O $4 $4 H H H N H 10••i m NNNN El co co 14 to H �O Q1 M co co N to � r w 6 H m H J.1 c4 0000 o43 _A' s,x d� 11 •.i H p ... W U M 11 al�dtH pq H' 41 MOP01 Gl �+ iA MPh M �tJ M M M A M E -4W U N t- M to P$ 4 f0 0 Ln Ln io (ems, a r1 NNN A '14 t •�I r q 0 V w FI H(lmW 44 ot M N V}00M - ^J. 04 m N N N N 0 1 R6 C.1 pOPO >4 U, 4)— NhNP W N ( N JJ H 10 44 ..- 14 n3 U) 0 0 � m M O (Y) \ • N O N •Tt OOtD d1 U)O MNONri Io cDONNriW d' N0 NtD 6) d' 0h VO NH WWO d' MNri00 �. W f;q} m N Ul U H v rl w 01 r1 I•) W to w(r) 0 ci O O d- M r1 Cl H.-I ri O O O 0 •1 w-I ri .•I .•I H r1 rl H ri H A'd f-. m dl to M W N N N ri rl r•T ri r1 ri ri ri ri rl ri ri ri ri ri ri rl ri rt r1 ri rl rl rt r♦ ri rl W W•AArl m ON M M Hm 0rl a 8 W malmmmm (Amaim cr.mmmmmmmm mmmmmmmmmmol rnmmmmmmmm ern mmmmmmmmmmmmalmmmmc)m mmmmmmmmmmm mmn, mmmmmm 3 i•1 fA N U)Ul U)U)to N U)in in in in1(1rl 1-1 U)W Ill U1 U)N W in U)1n V1 to m U)to U1 in U)in Ir N U) U) U) Ill U) O it x rl fA`,• N W ri[+W M In U) r-I W O H h ri O N O v MN4wwHwHMWm tD M to hmMOH tD 0 Eli rI M4 Ul M to hN mm in ri N N r)M OMN w 6MN N to H wW W tD h W H V1 m vw rim U -11 U) f 4) 44r1rtWm 4 mrihNd° rlhmmMC60 lD WOSriMtl)hW and ri b' V U)U) tOtDhh r-f 14 0 ri rl(V NNM(nMM V• d•U) MMMV1 o V1 v PUI in d1avv v did' V V) �oU� O N tD rl rl rlNwU1N OlD UlO to sf vrl W U) lD V' V1Nmhln Mrlm W mW Whto U) M Nri * N.-. OO W W W Wwm0! W W r1 r-I go d' W v MMMMMNN 000000000 El) ••i ftS W•rl O O O O O O rt r1 rl r-1 rl rl rl r1 rl N N N N ri rl ri ri 4 ri r1 r-I ri r♦ ri4rl 4 .-I ri 4 4 ri ri * 04 d 11 3G ri W O N rl W O O O O O O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W N pO N.••. O O O o 0 o P d Q O 0 o 0 0 0 o 0 0 0 o 0 0 0 0 0 0 0 0 P 0 000000000 N rn •11•.4 W•r1 0000000004QPQ400 o 00 000p0000000 000000000 v r-I N $4 M d p,Ha1x O 10 �HNv N o N tD tD h co o o H H M M M w i1 tD w I-h v m tp lD h to o ri N m wh W Or1H NMv m fZ-I Q b W o0rirIHriMMMMd• vvvVdldld' d' MMMMMMMwd' ww MMMsr wd• wd� d• L •rl 4i 4)•11 0O0000040000000pOpp 00000004000 000000000 � a' x 4 H Q VlrlrllnUltnOhhW " WhhdlhU) eihmW WMmriNUlb Ot0 W W W N WhN * Ftn'. ED.-. r4 M M-0 N Vw m tD 0 0 W W h W W M W h M rl m co r♦ rl h N V�10 cl d�d• h O to O M to m a .,I.,I W-ri O O Ori 1pm m O I+ NNMOIOW WNhm tD W WpMU)toW m0ri W mod' Wtn btDk� k� rib M N r-1 rlNNNMMMM.0 V MMM -0 %P dv d. dr v U1 In -W • O ' d' Vp dr -W Iz W Ca co h h h N U) M M h 00 U)co to N Nri NtD Wr- W Ul M0W U)MQN Nm U) .•1N WMhM rl O r)M r)MMNNN Omm W U)NHrIm U)M Mrio W U)N co to Nm W to U) d• Mbh U1N0 ,� . . . . . . . . . . . . . . . . . . . . . . ,u bl hh hh hh l-h r-w W lD 1O tD tD w U) in to Uf U)U) d• v -w MMMNN NN N N N rlH H r! !C dl o aro d� QOm V•ri H O U) ri rl o to M ri rim tD U) to d� M r-i m co to U1 v M N NNNNHHo00 4.14 t fir. U11n to 44 ; V� d� MMMMNNNNrl rl r♦ rl ri ri ri0000000 000000000 0 A >+ W 1 •ri 0N� 11 co 1-100W 0NN0h01& %0r- VpritoW 0) NhU) m O"aMOhh0U)M GYi W 'tt Ulm mt�04 d•N U) mmh0 W rl.-1h rlm mtDc ; Ut ri hM M, DM MMN rl W tD 1n MN O 11 ri 41 ri P O O O m OI OI W h h h h tD tD t0 Ul Ul eF W dp V V M M N N H H ri rl H ri ri D4 0 44 W l � ri rl rl ri H 0. Q W>Q v OEO W' W W Ulhhtoh00O) rites htDN000N10 W CO MriMU10 W W rltD W tod&v V hN W h W H 01 . }i . . lidW Q rl•ri r. W M M Nto N N O t)d O m 4m h h 4 O)h hIn V� rih W O h U)N O O O m W%01nM Nrl W WQ 9 W W W W h h h h to to tD U)to W sM Vd0 MM MMMMNNNH riHM Hri 7. 1) ttl H V! 6 � NMMMMd' d' Nh 0!0 U ri U)U)ra Nh htp toM rlN V�0! mh . . 1DMN . . H ri-ri V'0 O ON V' OOm V1 O O O In ri m m h M ri r4 MOD tD MOh d' NO W W W hhM -0M(4 ri 44 G'. h h h to tD tD to in U) W W U)W d• MMMMM MNNNN Nr•i ri rlm ut N dDC•� 0 U W O d 0 0 0 0 0 Q Q 0 0 0 0 0 0 0 0 0 0 O p W 0 0 0 o O Q 0 0 0 0 W N 0 0 0 0 0 U R W 00o0000pOo000000000 001!)PO000p01f) ln0 d•m0 o p 00 W ri 10 O MN N W W hNW WhN W WhNh U) U) N t�U) U) NOhN9NhNhN NNm tD NhNhN a 16 W N14W M M M M r- rl rl rl N 14 ri H H H 00 OH 0 mm mmm co OD h h tD to W U) En 0) vv d' MM N N W 0 •r1 0 14 O - w 01 M oM N O vAa oc000 o rr m rl ri.l H r4 r•1 rt v•ri ro FC A a� rnmrnmrn A v�i.-, rnmrnrnrn mmmmm --- o u ae rr-I cn 3 rC o va�ivmi.. uirmmo V .q Ql•r1 [- h r, to ao ri•,i m •a <N V• W w 0 V x N $a 0 omrnrn. N * -M (d N•rl •I o 000 # rlWblm W N o N [� H 'u A m 000 00 GA 17 00 m . . p) (A •rl-H N•4 00000 rl m Sd m o (dF°r�x F C7 m H O ao m wwvw � (dW Why •rl N rd w •rt N•rs 00000 r0i 004Xuw X ) N H A O M a N ow 13N N # N Gi m.. � •re•.a w•r♦ � n n t� c� o w�uae wwwww m N -r� W 43 t; 00000 a 1 a� H JJ'O o a°v H H gogoo r1 rl.p•. 00000 44 N Ai -rl GwnNgo rz ar (d>• ri o 0 0 0 w a ai -a Qemi�V o a to w Hm 14 kAN OO Qi N 440 1� ri0000 TA ID V ts F •d � m d� ri o p ZO c N W 0 O g 0 0 0 N m A i+CW O U •.i @1 00000 PA U A� V. 5 y.� oogo . ri 'tj P S•1 044 14 H [� N O w m mD4pq W 0 + a a a 0) M d M N O N O r-1 ri W N Aw W�NVMO)MrldO\UIOOMMr WlTri M01IllOMW oMWNh pO W Il1WtflmW hM MIm W0 mMmrnMmvNrlMMmO W vN WNM WN()WOW h HN0MNO)Wlnr ri hh0rlhhONrmrl vinmov0 In0 W ri W N O --- --- -N-i+l N N N M W W to W h m m f6 N rl ri Ii ri ri ri ri ri ri ri ri ri ri ri.1 U O N 01 Ill 0) O W CV v N M.O W h ri UI M 04 W ri M In M W O W M ri ri r! M M a0 m M m 0[�1 0) h a/ NmWmW W ONrt01MN W WO) NmaoM MdMrIN W IArrnrIM NM9) NhmOriNW � }: OOriNNNMMMM WllI InNNMv vin ul lOhm010 riM W W W W InW h0)0 r-IN H 1�.111i W e-i r♦ ri rINNNNMMMMM W Wvv vv W W W W Wlfl Nln an N1f1 to Ul Ul to lllW W W o zD) x DID)— z a In m c)N H M 0 O N N N M W O r H W "CI O v o v v O m h W h m 0 W N ri m tin W O h In In ri Writs O) Ul 0)OhMNW vri lllMmWOI m W rMNOO)mh W W Ill W HIn W MNo O) m ri mmm 0) Whh m lrl 111 W hhNNMM My W InW hr mm 0r-1 ri HNNMvIaW W r O $4 }1... H -I ri ri N N N N NMMMM MMMMMM(nMM W v W W v W W W v v W dl ri /O-ri 01 h NqA O z MMh CD r1 r m o) h 00 M M en O m 111 M N ri min to to m ri W ri h v ri W NcN MW oM ll)O Ln ri In a00) 1n 0) rlNmM V U)rlm O ri InN W vm ri W l+ HmW M ri 01 4a00)M rvI N O)W W H W%D W V vInH ri NNMhh W m mm 0) 0)0HHNM W W v vWwwr[hm0) o }{ }{r. ri ri ri riNNNNN NNNN NNNNMMMMMMM MMMMMMmmm v to EI W H 1-I UI Ol p�1 O O O O O O O O O Q 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 4) O 0! O 1I •ri (]I a px ri 0 1 N •0 H A W m -rl H O O W U H LI ri MMW v N N m v r h m N NhhOrih rmU) r-IN 01 WIn MOI Ot O1.-Im rO) MV NrO1 (Q �" 3] '�� rl a0v W W Orl ri to W r In m ri h r hMH rlM hhhmMm mNmowmwvOh (; a rl rl rlMv W v W mO) Ol tits W W Wh 0)rl W 1-0M W 0) mOH MWOMrrly I NcM-rl Hrl ri rl rl rlHNNNMMMM M We W v U)ln lnW W H I x U O a rINN 0i W 0%rlm Wm %D v In o to 11iv W ON OI M NN0 dl M h U1 a0 W vIn M0vInW rlN W I I I .� 1n 0)O) 001 W WDtNW r1 rl rim W WInON00) mrrrW W m0) OrIMW OlN W O N m I f I I HrlNNN -0 InW WrmM (V)O rIN W 0h 47% H Mto In Ul lOmON W WMri P. I I I I I I I I I 1 1 1 I ri r'l rl ri I'i I'-1 riNNN N N N NMMMMM W P4 �X 11 1 1 1 1 1 1 1 1 1 t 1 1 1 I 1 1 I 1 •rl 1 C. N *i v] ri W 0 H a r1MMN W M 04 M M O O O h m M M ri O r1 ri0m vmQO mW NM W W rlm mN In v o)tA f'/ ri W OONMNNInOW M CI)Il1IAM M1nri W [h 0%NW 01MN InWQr)0)1nN0)r W ►�j yUj m rl ri ri N M M M In W r r m O ri ri Nm W)O mHMIn mO 0ONM in m rI M W 01 '(�Z7�iI HH r-Iri ri ri riN N N N M MMMMMMvv W v O 7 V H o 0 0 d 0 0 0 0 0 0 0 0 d o 0 o O o 0 0 o In o 0 0 0 O o n In In d w mood o 0 0 yI b1 R1 U.� N aO m r Nm m h N m m th N r In to N r In In(V Or NhNr NhN NN0 W Nr Nr Nh W m (y' t013 v M M M M N(,I N N ri ri ri r100000) 0) 0)OI &10 Whh to W to In W to v -0 Vfn f+l N NH U 'l� ri rl J.J [l) H rl H 11 H H ri H r♦ ri H rl ri r1 H M i6 lA O O•r1 � a ca 4 0) M O(�1 N O N ' �r o • W N A d�CD Ln u1 rtriww O u rrnmoD x a Mco H r- vi u b wwww vA z a�V r � ,lw rrrrl OD Ol O H � a•a m ri 4Ar�l E4 H z O` r,Lnm O rI N N 10 N. W-a CA H jJ a w om a " m•P' a F lx w H a H o M^ W o N U o d uD 0D N c wr. � R, wrr rn H H 7 k r, to a oow(hN a. '0VIVU) a x w ri r� o H W 54 m O1 rl cq 4-I M N U1 OD Ot (4 un UI Lo UI E•17•Y?�Cl W fl OQOO fA ar q� 0 C4 r No 44 EO W �A m M O M ry � OOOOr-ih ulhW M W ON W1D lfl U11DW Wh W hh W1f10 W Wri �.t+ mm WbMmMmw y,ia'�j 010101 Ot 01 lfl+� �D�DN OsM M rl fl'1 (Y7 Mh u1 Nmmin NOmh m v v 000001 W W I1h rl .•I .i2`0 L: 01 01 O1 01 V r7 N Ql N O O o� h t0 In of to o " lO to In u1 u)Ln w cP V F V Ul 0 0 W 4 V VI eN W tC N•r1 OL 01 Oi 0�M N N rl r7*i r1 FC r•i .5 O 0 P4 �4 to m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m r-1 of m01010 (h0mmm0) Qimmmmm0mm mmmmm6tmmmmm mmmmmmmmm .f� U1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "1-.�--ri ri H $4 N In ul N in to to u1 to u1 to ul to to ut u1 0 In to to u1 In ut to In ut to to to to u1 M to ui u1 to to to to ut ra N 3 N co W mriN W O W WMq ri h m rlN W hr•1 O M tD N ri to WOO r1M NH WtD ko uIM 'd rCJ Vl OOM W WNM tD rlO ri to W WhmM NhmMWMhpM 1DW NN rrl W ut 1Or C U •ri C�' N-rl OQOO r! NNN VI in Ul u?h 9O W W mO ri co W co ON at OOH rl ri ri 000000000 r-1•rl }i W .-i ri ri ri H H ri H ri rl H H ri r-1 ri ri H <A In O Orl Z t\ hmmN CN HH MMNHH CO htD tD MNNNH ri OOOmm ut u1N W W W W W M* m.•-. O O ri ri ri ri Cl M M M VI W W VW W W W W m M M M M M M(n M N N N N N N N N N N IV # rri v o.,i 0000000000000000000 00000000000 000,000000 �c to ri D7 b m r-1 y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O b 0 0 0 0 0 0 O O O O O O O g 0 h �{ D A OI O O O O O O O O O O O O O O O O O O d O p 0 0 d 0 0 0 0 0 0 O O O O O O O O O N In r� ri N m 0000000000000000000 O O O O O O O 0 0 0 0 0 0 0 0 0 p 0 0 0 a►1 -Li x 00 N 04Hwv Fi ON VI W 1111Dhhhhhhhhhmmmm WmmbOrl riNNM W mmOriNNM V<tn m Q10 tlI 00 Hr-Ir-i riNNN NMMMMMMMMM NNNMMMM MMMM NNMMMM MMM rl u)H to A.1 -rl Id N-riO4 d000000000 000400000 Q OOOOOOOOOO OOOOOOOOO ri P-�W W W RC H A N NtD tDO V�tA to W M r-I ri 1DM W OOMM10 ONri W GQ ## •Wrl � � OOOMMOOMCO qO mrihOul In MtAm D O r MN ONM OWDOuoW -ONV mM0iNM d. M O -rl ONl•rl WW mtD CO mm0 mWmm000 ri r1 mm0000000 rl ri r4 r-t ri ri H r-I r -t r l r♦ ri ri rl ri (11 N Mri If rih V' W MhOhhNMO OlD 10 mN W h OMtA(IN mco to NtOd W mM r.1 O.•• 1D 1D tD W W tD W tD u/ m ut to W W MMMNN Nri r1 OOmW OD 1Dm to m to to W W MNN .,j W LJ 61 ri ri rl rl rl rl rl ri ri ri H ri rl ri A a 4 H H H ri riH rlH 000000 OQOp 00000 H N o O RO'.— MMMMNIVNNN NNNHH ri H r4 HH H ri rl ri ri 000000 000000000 E ri-H O O d O 0 0 0 0 0 0 Q O O O O O O O O O O O O 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 WAG N 1 -rl at mtn Ln ri W ri ri h rl CO CO Wm W mW mlDH Hv0N ri riHN W hr+ ri ri co ul O to rl tp In a N � ?+ IA W W W Nri ri Om h hhtn W MMN ri ri ri 00mm r-1D to W MM MMNNNr� ri00 p O rq V N N N N N N N N H rl ri ri ri H ri H r•l H ri ri riH r a v :3 - 1 A (a fi N o a W V) COmWNNririmlDlDtD W NOtpl,pmmtA toolhQN W h0 rcD W dW rimtANmtD W H 01 }1 Qt ri•ri mm0W t,w wto v M M M N H 000 W CO mhhh lD00 V0 MNN NNN ri H ri OOO Dl W A �'+ ri H ri ri H H H r•1 H r1 " H ri ri v4 H 01 A Oi rl H CU) � 10hh>n WmNM M W W NNNmmMmH r-Ih drmNmm W m W O 000lDM0hIAM (." [-♦ r•1•r1 1D to to u)v MMmN H r•lH Om CO mm hfh h101Dm to W M14 NNN NN r•i ri ri r4000 Q {� vA 0 rirlr-Ir-1 rlHrlHriH H H H 0 N O O O O O O O 0 0 0 0 0 0 0 0 g 0 0 0 O q C0 0 0 0 p 0 0 b O O O tp N O O g O 0 U £ o 0 0 0 o p o p 0 0 0 0 0 0 o O o O o 0 o to o 0 0 o p Q O to to o W m O o o O o N rt la O0) V N W mh CV W CO hC m hC h to N h1A to NOhNhNhNhN NNm 1D NhNhN 0 J 4i W pQW m m ri ri H c-1 N N N H ri H HH OH 0Hmm mmm co co r-hW wmul W m W W W mM N N Ol O r1 A a A m M o r) � � �'� � •rawww m•,.�4 r-I :> O r1 Q V +� 0 vhrnmmaN rnrnmmm — 3 14 to u) Ln in in Ln O »-se r �� 'C3� m cn a q 4-1 O N G) to— U •rl a 0) H O r!�•i wi ri 1pd,-.4 p (!) ri r4 ri r4 rl EO O cloj U 0 * mN N N N N N w •1400)•.+ 00000 * r4 (V $4m KC to � m O m 00000 01 00 •14•A U)-rl 0 O O O O r•i to 34 m 41 X uj H 0 ei m !°MMM .4 0.-t m— 43 -H rt 0-1 ooOoo E+ p H wwr- nt W * .d-H G)-.t 00 O O O ` O P,IS N rh H .4 rl r4 r+ W �Ga)CO H H N V 00000 A o � H H N 0 0 0 0 0 HZ rl-.4.••. 0 0 0 0 o H (D A a 0 H H Ll t'1N 1400 U DI O d>4 00000 43 w a° 4 `ate A �4 0 0� W w N � 000 a W ri 1 0C.000 O q 3 43 co� O N 0 o N V H 4440 0000p rV N to ADC w O U W A �4 v 0000a 10 k 0w H 'N•1nNO w m mc.m - z _ a a0 a r _ x N � 0 aNw Oo%© H 01 x gUVUUUU zO gw{ in V a O # soLHHW wHH W N rp�ry�W U PC 'L' .Z H r4 to # .7 E-i W W N Z z W H^ to FC 1 q # � FC wxxM P ACZzJ .� �w N * ZxC -q Z A H a in 00 W twA W H rl Ei C7 iZ-i # W W O tilto AV'.U(W/? Q H zm� q ZWtn%D It ry W HH 3 N O Fart O 9 « £C z W O F4 o w wx marao ��yr] U Hl ri t+ pp a0 co �l kWi W H N KC Ul}� lA 1-� fiQg; rn w r W��7 0 W `�Y in H rp.^ in !*e V 6N to � f� V N W HHHmm m qH m ~W y, qq W Wz O o HO w n� uaiC. H H pOp�� i-i ce # W Wzz u U N OO �� r DaHa i7 W H O r.$ Iy' rI U a 0 41 PO4a- ri mwNrl cq m co" # 0, `w 2 z x it w x 'Zo Qa ANC .- o It z n m O N w a m H N w w « a A H a`^ o A # m U) w A ai o V£ H o p�: it tn it H (/j A w Fi 01 m N H W N V H W # N W EN in fA(�Vn CD 94 .O m H H N H CJ3 o 0 H C7~' M Q Wk��i H Ol wq G4 H H m Q R m C4 m rp W Hr� N ON W W S� Fx .... m MN d' r N U w m y C1 W r�-i r ko ��iii H m o%o to pq 5� cr� inmaN H O 2 N wA^ QH 0 , �R A^ZO 4A o rQx % H W r�HH a 0 H al kocq u O a a N x torrwco H m a O O in 0M od• LLv r,tn w worio H w d E04 H W PH H Ww Oak M H�l N N N N Q� 03 - u i N W x g000a r x 'SH• % OoNm W x dC^ r 7z.. CI ONN zZ C7 a W H HW,FI�� N Hw W r�iaaF•I, 10 0 R� HNH Cj)w HH N as H Piwco0 U CAHvv ^ H A`-' O Omvo p; A .4Hmm al Hsi al �O N H W H O Z F-i H o U w U p >4NN a CE0P4 H m m C7 co _ Uzi m En pq pq o Wp a W H ul 1Z oo OAz O O �*�fCO O a1 ri W W w �riMm p EMv .Hi iaif aqz Hw ra �,w0 Hm 4t 1-4 M Oq A Ul # RC w a FD oo IA W Nzo all C Ya IOU ON t—uLL— u d iaaa�aa n�3�� Z o�s r ci o R IL IL IM 1�1�1 i I I 19 r ZW N H z co W01 C:) 0 an H = zcc oi1 0 °Inc0 N Z Wry € � $� H ¢ () co CL ■ W Q 98a � s C1 = 4g F5 -fa.RHe1. 113 1Hlpl/ � IN��Z S sE ■ �@ y s s 5 5 y � �xx S - �r 5 5 5 5 5 5 g i rD Ul N �a . � a�a� 6 •'' •-Z alp IL we Ll ti � S z 0 It z t ¢s . _•s. S hH, F �c FLL= iit Iva Ill lit! Pq r 8 b 9 a3n��i'blii4���Yp£aabD�c�..cc:cBc�R«��■AaY�k��€:�€E9€�e� m �t � I Illlil N g a .gg kk �gg m 0 i s68fi�:.�:�aS.HIIa,2�d&����3�ssa"�rsc6�gt��@a�R°�Pf���s gy7 �E y Qg E£ rEa € YI �R� �� � �YF3 � •• � � � ���E ��F f�� �gj�� $�I�Xe figo- fill._ � 5 � if g }} € s °t p4fQ YyP Di3 a it 110 'm oil I r@ � e €¢ € ,ill, lit1 € � ee ■ �f— � s y e s a � , � �F 5 5 5 5 5 5 ■i W to � � ¢�® 5LL 0 z F� Sao, ° � WW pgeg 111 W�p^ - -----:� ----- g Q ` I eY H � Iw �1 3 YF z e 3N 3AW H149 W ■ cp o lil t gg gR ; g 8 d 16to g °� Zi y-. i ■ E:_ s s - 5 s s e t s§ s 5 5 5 5 5 5 ■, ' �aa Slip ]IF , sg cc Z. F. III z t ■ a . 9 E .� { a!I 'i Ilm, U, U) $ I f f j r'• i r r � i ll i ----- b Ib, �b , max . , I I I I , . 4 + s11 K git• ' iC ■p� EE�� �` c i 77 • I � 1 a a a—a—+—a—+ e s 5¢ R q Z I C I 1 • �F 9- 7 9 9 9 9 9 4Arr n" o= K E per„ u — `( t � F a WE N i F 6 O NE JJLJI y � � E 6 7 C ■ �i e Y Y s s Y 8 a 5 5 5 5 � � � �&a� 4� e _ � W m tlgt,ai� � LL W O1 �� • �� �a°del � C /� _ EI t F ■ Zip= _ p> 6; yF i f 4 3 2 " g R e gX25 � € 55 ppgg gp3 �y P P Fl 1. M F I 1 I 1 ` 1 mmJ� 1 1 : 4 1 S i w J 1 O Z O �r r 1 NN�rii i �• i u•1 34a��z 1 r' 1 »JU a �• M �, o'i ZO 7ZZt�+. I { 3 I 1 .. Y S cl 1 0 W � Ll q� w x O 0 Z 9 12WF� F J F LU IL 0 m 9 �I p 0Lu a h o LU ® V w W Sa UP J = 2 i a o p �Q 6{qa g�fl gg& C ui h ::lti' `t:#• 3 IL t a MI fill §Gc Hit 01 � F I W ■ �E 9 3 9 9 9 y Q �^ __ � �E 5 5 5 5 5 5 � � �E� "s� ■� z14 IN -s o j Y/ CZ 4 HIT LH a� p i fit i c � ; gel h:'." �pp pp �■ a 8g ,gg a � 6 e b b ��m � !� b � •� as xora rr �' L•°W�l i = 3 I w Qg� Z *.Still s i fY 91 [ g tj s� ■ FEE 9- 9 9 9 9 9 n B IL amiIt C MFt�� z n ■ Emil . € � f I II m11 ; { 9 11 LJi - P gel P_� CL irr pQ T 'rr � a A • e er 55 §It I �3 i , n � �I Z - a R d 4 °5 jig l ■ � �£ 9 'S 9 _ 3 9 � S n 111.r Qa d Z�' ��. ✓•'4 E3gg� �ay2Y ru ;_1 ON �■ 5 e � gH gg Jill • ga T 9E •1 L� � � ppp �• fit i 11 Ali �•�`l��V' a 1` �2 � N� •3 � �l � T NK N f J •0 !-�t.—Ju Z 8 m O V Z1tlOJ �aOtitt�7 rim'a B°OM'N IC dml'YI03S c n A3Adf1S 31JS`JNl1SIX3 & U @¢ tll0IL03S Z 9�.�� ■ ■ ■ ■ ■ ura a �"- eW / NOMNI HV s a g5 ¢_<g 511. 9 a Y$ zs a" ray - @�@�s @ a ` ..i s a A zdY �;s��x$ synY� 3c� i s Jill :.q n®a • HIP d�^ag zp� pgg @p 29 �i E® §s w tta,�a o0.�'3 �x �' ������ bJ�� w�ld g QK yyq 1 •R � E7,i is v� a Iz � t? wQ © ©© — — . — — — 3N 3Atl I{- I F $ 3 1 1io 1 f oil Inl s` 10 � I �p I / E 101 7 . ® F 9 a k le 3 a i4 • ptlJ 8 b ESQ 3 fi -,� ■ !E Y s 3 : s 3 s aY W Z,t n 11 .�Q■ £F fFp a�t N pF �SY — ZO�1 ♦♦P,�r.r�...Ah} 11 set�i_ GQn Z $g ♦d Y zd rILLW 81 It tff r ~ r a �f-I N1(fl1 0 S �[ Qi C Q A ME\Ms,�M\ 13 s T lk E + " S . a ge Wa s z cs � sit C A \ - 17 Jl ao, It e �7p7 EfEtP g � R86 � C �37t e �^•I`` EE Y• Y S 9 4 Y - t - � �E g. � S � 5 W N ■ i 5�4� �� Z 61 N aw r 1 t Jl '=IZ j R HIM HIP i i C E $ Cal r-- --- ------ x 1 11 LX YQ 1T 1 q 1 kF rr �yx- n I i I L" ■ c c ■ �E 9 3 3 Y Y Y @ m a lily' Q Z a$ � ,....��� �� �l�@tai�5 �a ' _� Nis i � s II g� W� W oa H O g Q � Z'a= d O 2o.,w UQZaj cl NZC7OQQa lo Ha}a}Z� EE g¢F sal ""11 "ifill I'll 5 N I t k' ti � � ^+ FCC g 9 9 9 9 9 a _ ... 5■ is IF n e e e u 6 � 4 z O `C 888 0 ■ 6 g3 Q¢x � �. Q�� qq = ik YC ; 46 C Q Z !R 0 da k k k R� QI fill a ■ s m a It E �� , ki .� g a ilt @i 9 k � _ W UPI i� O z 0 O Or d 4 $ O Y a € 6 � zz �� o00o eY ISO � C�S� � Q �, • �EjY�Sp�e ¢ O ;_ C �60 4 a J �i � xCkitpfia C6 q a 9 H 1, o j 1 ubm�i. CRx .... °r� sxxazz ..... . ... 8� ' It jR H r y� i i i i W4 (), o � Z ee A Cs 4 d YYk C. R F ; . 33 ■ E 5 _ a 5 5 S S m a W i y d W 1 N �j[ON um 4 N iL 1[ 1 i . - - - 88 5 JI II I I IV IRS go o a � a a a Ell g �s I'll III hil — 411 - � IL lilt! I' s $ lilt ry�ta N N � E tt,L3 1 IIII„ I a is 1 till � tlll � Ilit reJJ ' rr �J II Ir II �s i a a a a a a a a s a a a s W m e e e p e e e e e e e e a e e e r e U i a a a a a a a a a 3 a 11 11 II it II II II II 11 11 n II It I II 1, 11 H 11 ,1 U :111 U 11 ,1 1� u u n u u n u u n u 11 u n n n n u 11 11 11 II 11 II II 11 11 11 11 11 11 11 11 11 11 II II II n 11 11 11 11 ,I ,1 a II II II 11 11 1 I it it 111 It II 1 11 II 11 11 II11111Itt 11 11 U 11 II II 11 II II II 11 11 11 t II II 11 U 1 II U IIII 11 II 1II1I 11 11 11 11 t� 11 II H 11 11 II 11 II 11 t it �I II 11 11 II 1, 11 I tt It 11 II 11 II II 11 II II II 1, 11 11 II II 11 It II 1 11 II II 11 11 U 11 11 11 II 11 11 II II 11 11 11 1 PETERSON S TREHLE M ARTINSON, INC. CONSULTING ENGINEERS Attachment 4 Geotechnical Report by Adapt Engineering, Inc. 2200 SIXTH AVENUE, SUITE 601 PHONE 206-622-4580 SEATTLE WASHINGTON 98121 FAX 206-622-0422 Adapt Engineering, Inc. 615 Eighth Avenue South Seattle,Washington 98104 Tel(206)654-7045 A Fax(206)654-7048 Mw� www.adaptengr.com November 11,2009 Adapt Project No. WA09-15972-GEO T-Mobile,USA 19807 North Creek Parkway North, Suite 101 Bothell,WA 98011 Attention: Holly Camp Subject: Geotechnical Engineering Evaluation Arlington/M3 Tower Site(SE07101A) 18825—670'Avenue Northeast Airington,WA 98223 Dear Ms. Camp, Pursuant to your request Adapt Engineering, Inc. (Adapt) is pleased to submit this report describing our recent geotechnical engineering evaluation for the above-referenced site. The purpose of this study was to interpret general surface and subsurface site conditions,from which we could evaluate the feasibility of the project and formulate design recommendations concerning tower and equipment building foundations, structural fill, and other considerations. Our scope of services consisted of a surface reconnaissance, a subsurface exploration,geotechnical analyses, and report preparation.Authorization to proceed was given by Ms.Holly Camp of T-Mobile,USA(T-Mobile). This report has been prepared for the exclusive use of T-Mobile and their agents, for specific application to this project in accordance with generally accepted geotechnical engineering practice. Use or reliance upon this report by a third party is at their own risk. Adapt does not make any representation or warranty, express or implied,to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose whatever,known or unknown,to Adapt. Adapt Engineering, Inc. We nppreciato the opportunity to be of service to you. If you have any q�testinns, or if we can be of further assistance to you,please contact us_at(206)654-7045. Respectfully submitted, Adapt Engineering,Inc. • �� vfi� i9466 � urt Groeseh,P.E: SrO:V1L. 1I���10� Geotechnical Engineer EXPIRES: Os J 15/ 10 Brian R.Murray 'Buff Geotecluvcal Engine"r-- I i K.V.Lew,P.Eng. Piincipal Geotechnical:Engineef Senior Reviewer bnn/kwg Attachments: :Figure 1 -Location Map Figure 2-Site&Exploration Plan Boring Log B4 T-Mobile,USA November 11,20'09 Adapt Project No WA09,l5972-GEO Page 2 Adapt Engineering, Inc. q� 615 Eighth Avenue South Seattle,Washington 98104 Tel(206)654-7045 ® Fax(206)654-7048 www.adaptengr.com T-Mobile, USA Geotechnical Engineering Evaluation Arlington/M3 Tower Site SE07101A Arlington, Washington WA09-15972-GEO November 2009 Adapt Engineering, Inc. PROJECT DESCRIPTION The host parcel is located at 18825 —67 h Avenue Northeast in Arlington, Washington, as shown on the Location/Topographic Map (Figure 1). We understand that current development plans call for the construction of a monopole communication tower and associated equipment building or cabinet pad. Specifically,the proposed tower and equipment lease area is located in a cobble and gravel-surfaced area along the northeast corner of the previously mentioned address. The tower and equipment building lease area can be accessed from the east side of 67th Avenge Northeast. The project site and surrounding area are shown on the attached Site &Exploration Plan(Figure 2). It should be emphasized that the conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from written and verbal information supplied to us by T-Mobile. Consequently, if any changes are made to the project,we recommend that we review the changes and modify our recommendations, if appropriate,to reflect those changes. EXPLORATORY METHODS We explored surface and subsurface conditions at the project site during a site visit on October 27, 2009. Our surface exploration consisted of a visual site reconnaissance. Our subsurface exploration consisted of advancing one boring (designated B-1) to a maximum depth of about 41.5-feet below existing ground surface (bgs), within an accessible area near the proposed tower location. The procedures used for subsurface exploration during our site visit are presented in the subsequent sections of this report. The location of the exploration advanced for this study is shown on the attached Figure 2. The specific location and depth of the exploration performed was selected in relation to the proposed site features, under the constraints of budget and site access. The boring location and other features shown on Figure 2 were obtained by hand taping from existing site features; as such, the exploration location shown should be considered accurate only to the degree implied by the measuring methods used. It should be realized that the exploration performed for this evaluation reveal subsurface conditions only at a discrete location across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have commenced. If significant variations are observed at the time of construction, we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. Auger Boring Procedures The boring was advanced using a track-mounted, hollow-stem auger drill rig operated by an independent company working under subcontract to Adapt. A geotechnical representative of Adapt was on-site to observe the boring,obtain representative soil samples,and log the subsurface conditions. After the boring was completed,the borehole was backfilled with a mixture of soil cuttings and bentonite chips. T-Mobile,USA November 11,2009 Adapt Prn.iorl NnWA0q 1 q7?C'FO Page 4 Adapt Engineering, Inc. During drilling, soil samples were obtained on 5-foot depth intervals using the Standard Penetration Test (SPT)procedure(ASTM: D 1586). This test and sampling method consists of driving a standard 2.0-inch outside diameter(OD)split-barrel sampler a distance of 18 inches into the soil with a 140-pound hammer, free-falling a distance of 30 inches. The number of blows required to drive the sampler through each of the three, 6-inch intervals is noted. The total number of blows struck during the final 12 inches of penetration is considered the Standard Penetration Resistance, or"blow count". If 50 or more blows are struck within one 6-inch interval,the driving is ceased and the blow count is recorded as 50 blows for the actual number of inches of penetration. The resulting Standard Penetration Resistance values provide a measure of the relative density of granular soils or the relative consistency of cohesive soils. The Boring Log attached to this report describes the various types of soils encountered in the boring, based primarily on visual interpretations made in the field and supported by our subsequent laboratory examination and testing. The log indicates the approximate depth of the contacts between different soil layers, although these contacts may be gradational or undulating. Where a change in soil type occurred between sampling intervals,we inferred the depth of contact. Our log also graphically indicates the blow count, sample type, sample number, and approximate depth of each soil sample obtained from the boring, along with any laboratory tests performed on the soil samples. If any groundwater was encountered in the borehole,the approximate groundwater depth is depicted on the boring log. Groundwater depth estimates are typically based on the moisture content of soil samples,the wetted height on the drilling rods, and the water level measured in the borehole after the auger has been extracted. SITE CONDITIONS The following sections describe our observations, measurements, and interpretations concerning surface, soil, groundwater,and seismic conditions at the project site. Surface Conditions The proposed tower lease area is located within a generally level, gravel and cobble surfaced area within the host parcel's northwest corner of the property. Subsurface Conditions Our boring revealed the near-surface soil conditions to consist of about 6-inches of gravel and cobble surfacing mantling medium dense, gravelly sand/sandy gravel (Fill). Below these soils, at a depth of about 4.5-feet bgs, the boring encountered native, very dense to dense, gravelly, sand with varying amounts of cobbles mantling medium dense, silty, fine sand. At approximately 28.0-feet bgs, the soils transitioned to very dense, gravelly sand with some silt and cobbles mantling dense to medium dense, silty, fine sand with varying amounts of gravel,which extended which extended to the full depth explored of about 41.5-feet bgs. Perched and static groundwater seepage was encountered at about 23.5-feet and 33.0-feet bgs, respectively, within our boring, at the time of exploration. Throughout the year, groundwater levels would likely fluctuate in response to changing precipitation patterns, off-site construction activities,and changes in site utilization. T-Mobile,USA November 11,2009 Ariapt Projecf eJo WA09.J59Z9..GG0 Page 5 Adapt Engineering, Inc. Seismic Conditions Based on our analysis of subsurface exploration logs and a review of published geologic maps, we interpret the on-site soil conditions to correspond to Site Class D, as defined by Table 1615.1.1 of the 2006 International Building Code (IBC). The soil profile type for this site classification is characterized by stiff soils with an average blowcount between 15 to 50 within the upper 100 feet bgs. Current(2003) National Seismic Hazard Maps prepared by the U.S. Geological Survey indicate that peak bedrock ground acceleration (PGA; NEHRP B-C Boundary) coefficients of about 0.25 and 0.46 are appropriate for earthquakes having a 10-percent and 2-percent probability of exceedance in 50 years (corresponding to return intervals of 475 and 2,475 years),respectively. The IBC mapped spectral accelerations for short periods at the subject site (S,; Site Class B) are 105 and 36 (percent of gravity) at 0.2 and 1.0-second periods, respectively. For purposes of seismic site characterization, the observed soil conditions were extrapolated below the exploration termination depth, based on a review of geologic maps and our knowledge of regional geology. CONCLUSIONS AND RECOMMENDATIONS Current development plans call for the construction of a monopole communication tower and associated equipment building or cabinet pad within the proposed lease area. Based on the anticipated subsurface conditions, we recommend that the proposed telecommunication tower be supported on a drilled pier foundation. General design criteria for compressive, uplift and lateral support of a drilled pier are presented below. Our specific recommendations concerning site preparation, equipment building and tower foundations,access driveway,and structural fill are presented in the subsequent sections. Site Preparation Preparation of the tower lease area for construction should involve clearing, grubbing, stripping, cutting, filling, dewatering, and subgrade preparation. The following comments and recommendations apply to site preparation. Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near-surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods, final decisions regarding drainage systems are best made in the field at the time of construction. Nonetheless, we anticipate that curbs, berms, or ditches placed along the uphill side of the work areas will adequately intercept surface water runoff. Clearing and Stripping: After surface and near-surface water sources have been controlled, the construction areas should be cleared and stripped of any vegetation, sod, topsoil, and debris. Our exploration indicates that an average thickness of about 6-inches of gravel and cobble (Fill) will be encountered across the lease area, but significant variations could exist. It should be realized that if the stripping operation proceeds during wet weather, a generally greater stripping depth might be necessary to remove disturbed, surficial,moisture-sensitive soils;therefore, stripping is best performed during a period of dry weather. T-Mobile,USA November 11,2009 Artapt PrnlPrt Nn WA09 15972 GEn Page 6 1 I Adapt Engineering, Inc. Excavations: Site excavations ranging up to about 1.5-feet deep may be required to accommodate the proposed equipment pad footings. Based on our explorations, we anticipate that these excavations will encounter medium dense, gravelly sand/sandy gravel (Fill). These surficial soils can likely be cut with conventional earth working equipment such as small dozers and trackhoes. Backfill materials, where required, should be placed and compacted according to the recommendations presented in the Structural Fill section of this report. Dewaterina: Our subsurface explorations did not encounter groundwater seepage within the upper 1.5- feet; however, depending on the actual excavation depth and the time of year that construction proceeds, the proposed site excavations might encounter perched groundwater seepage. If groundwater is encountered, we anticipate that an internal system of ditches, sump holes, and pumps will be adequate to temporarily dewater the excavations. Subgrade Preparation: Exposed subgrades for shallow footings, mat foundations, slabs-on-grade, roadway sections and other structures should be compacted to a firm, unyielding state, if required to achieve adequate density and warranted by soil moisture conditions. Any localized zones of loose, granular soils observed within a subgrade area should be compacted to a density commensurate with the surrounding soils. In contrast, any uncontrolled fill material or organic, soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. It should also be noted that any previous fill material should be overexcavated and replaced with structural fill if found to contain a significant amount of organics or debris. Frozen Sub rg ades: If earthwork takes place during freezing conditions, we recommend that all exposed subgrades be allowed to thaw and be recompacted prior to placing subsequent lifts of structural fill. Equipment Building or Cabinet Foundations It is our understanding that the support pad for the proposed equipment building or cabinets will consist of a poured-in-place, concrete slab-on-grade with thickened edges; we recommend that these thickened slab edges be designed as spread footings. Alternatively,the equipment support pad may be designed as a structural slab-on-grade with a uniform thickness and a reduced bearing pressure. In either case, we anticipate that the support pad bearing pressure will be relatively light. The following recommendations and comments are provided for purposes of equipment pad design and construction. Subgrade Conditions: The prepared bearing subgrade soils should consist of medium dense, gravelly sand/sandy gravel. Exposed slab-on-grade, footing or overexcavation subgrades should be compacted to a firm,unyielding state, in accordance with the recommendations provided in the Site Preparation section of this report. Subgrade Verification: Footings or slabs-on-grade should never be cast atop soft, loose, organic, or frozen soils; nor atop subgrades covered by standing water. A representative from Adapt should be T-Mobile,USA November 11,2009 Adapt Rr*s4-Ne 1.44400 45972 GF=Q Rage 7 Adapt Engineering, Inc. retained to observe the condition of footing subgrades before concrete is poured to verify that they have been adequately prepared. Footing Dimensions: For a poured-in-place, concrete slab-on-grade with thickened-edge footings, we recommend that the spread footing elements be constructed to have a minimum width of 12-inches. For frost protection,the footings should penetrate at least 18-inches below the lowest adjacent exterior grades. Bearing Pressure and Lateral Resistance: A maximum allowable static soil bearing pressure of 2,000 pounds per-square-foot (psf) may be used for thickened-edge pad footings designed as described above. For the alternate equipment support pad design using a uniform thickness, structural slab-on-grade, we recommend a maximum allowable static soil bearing pressure of 750 psf across the pad area. These bearing pressure values can be increased by one-third to accommodate transient wind or seismic loads. An allowable base friction coefficient of 0.30 and an allowable passive earth pressure of 300 pounds per cubic foot (pcf), expressed as an equivalent fluid unit weight, may be used for that portion of the foundation embedded more than 1-foot below finished exterior subgrade elevation. These lateral resistance values incorporate a minimum safety factor of 1.5. Grading and Capping: Final site grades should slope downward away from the structure so that runoff water will flow by gravity to suitable collection points,rather than ponding near the structure. Ideally,the area surrounding the structure should be capped with concrete, asphalt, or compacted low-permeability (silty)soils to reduce surface-water infiltration into the subsoil adjacent tolbelow the foundation. Settlements: We estimate that total post-construction settlements of properly designed thickened-edge footings bearing on properly prepared subgrades could approach 1-inch, with differential settlements approaching one-half of the total. For a structural slab-on-grade equipment pad with a uniform thickness (without thickened edges), somewhat greater movements may be experienced. Tower Drilled Pier Foundations The subsurface soil and groundwater conditions observed in our site exploration are considered to be generally suitable for the use of a drilled pier foundation to support the proposed tower. The following recommendations and comments are provided for purposes of drilled pier design and construction. End Bearing Capacities: We recommend that the drilled pier penetrate at least 15-feet below the ground surface. For vertical compressive soil bearing capacity, we recommend using the unit end bearing capacity presented in Table 1 below,where B is the diameter of the pier in feet and D is the depth into the bearing layer in feet. This allowable end bearing capacity includes a minimum safety factor of 1.5. T-Mobile,USA November 11,2009 Adapt Prp*prt No WAnQ 15479 GEE Page 8 Adapt Engineering, Inc. Table 1 Allowable End Bearing Capacity Depth (feet) Allowable Bearing Capacity(tsf) Limiting Point Resistance(tsf) 15-23 3.5 DB 6.0 23-28 2.0 DB 3.0 28-33 4.4 DB 7.0 33-42 2.0 DB 3.0 Frictional Capacities: For frictional resistance along the shaft of the drilled piers, acting both downward and in uplift, we recommend using the allowable skin friction value listed in Table 2. We recommend that frictional resistance be neglected in the uppermost 2-feet below the ground surface. The allowable skin friction values presented includes a minimum safety factor of 1.5. Table 2 Allowable Skin Friction Capacities Depth (feet) Allowable Skin Friction (tso 0-2 0.0 2-4 0.15 4-23 0.30 23-28 0.15 28-33 0.30 33-42 0.15 Lateral Capacities: Drilled pier foundations for communication monopole towers are typically rigid and act as a pole, which rotates around a fixed point at depth. Although more complex and detailed analyses are available, either the simplified passive earth pressure method or the subgrade reaction method is typically used to determine the pier diameter and depth required to resist groundline reaction forces and moments. These methods are described below. • Passive Earth Pressure Method: The passive earth pressure method is a simplified approach that is generally used to estimate an allowable lateral load capacity based on soil wedge failure theory. Although the lateral deflection associated with the soil wedge failure may be estimated, design lateral deflections using the passive earth pressure method should be considered approximate, due to the simplified nature of the method. According to the NAVFAC Design Manual 7.02 (1986), a lateral deflection equal to about 0.001 times the pier length would be required to mobilize the allowable passive pressure presented below; higher deflections would mobilize higher passive pressures. Our recommended passive earth pressures for the soil layers encountered at this site are T-Mobile,USA November 11,2009 Adap!Pcoject N9 114409 15072 G€9 Rage 0 Adapt Engineering, Inc. presented in Table 3 and incorporate a safety factor of at least 1.5, which is commonly applied to transient or seismic loading conditions. These values are expressed as equivalent fluid unit weights, which are to be multiplied by the depth(bgs)to reflect the linear increase within the depth interval of the corresponding soil layer. The passive earth pressures may be assumed to act over an area measuring two pier diameters wide by up to eight pier diameters deep. Table 3 Allowable Passive Pressures IDeptli (feet) Allowable Passive Pressure(pcf) 0-2 0 2-23 350 23-28 200 28-33 300 33-42 200 • Subgrade Reaction Method: The subgrade reaction method is typically used to compute lateral design loads based on allowable lateral deflections. Using this method, the soil reaction pressure(p)on the face of the pier is related to the lateral displacement(y)of the pier by the horizontal subgrade modulus(kh); this relationship is expressed as p=khy. Because soil modulus values are based on small scale, beam load test data, and are usually reported as a vertical subgrade modulus(k„),they must be converted to horizontal subgrade modulus values representative for larger scale applications (such as large pier diameters) by means of various scaling factors, as discussed below. In addition to the scaling and loading orientation, the soil-pier interaction governing kh is also affected by the soil type,as follows: • SAND and Soft CLAY: For cohesionless soils (sand, non-plastic silt) and soft cohesive soils (clay, cohesive silt), the horizontal subgrade modulus (kh) increases linearly with depth (z). This relationship is expressed as kh=nh(zB), where nh is the coefficient of horizontal subgrade reaction and(zB)is the scaling factor(B is the pier diameter). • Stiff or Hard CLAY: For stiff or hard cohesive soils (clay, cohesive silts), the horizontal subgrade modulus (kh) is essentially the same as the vertical subgrade modulus (k„) and is considered constant with depth. This relationship is expressed as kh=k,,[1(ft)/1.5B], where [1(ft)/1.5B] is the scaling factor (B is expressed in feet). T-Mobile,USA November 11,2009 Adapt PjeLLNo_1A(19_1512GEO pa9e 10 Adapt Engineering, Inc. Our recommended values for the coefficient of horizontal subgrade reaction(nh) and the vertical subgrade modulus (k,,)for the soil layers encountered at this site are presented in Table 4 below. These values do not include a factor of safety since they model the relationship between contact pressure and displacement. Therefore, the structural engineer or monopole manufacturer should select an appropriate allowable displacement for design, based on the specific requirements of the communication equipment mounted on the tower. Table 4 Recommended Horizontal Subgrade Reaction Values F_ Depth Interval 111, k, (feet) (Pei) (P C 0-2 0 N/A 2-23 65 N/A 23-28 15 N/A 28-33 65 N/A 33-42 15 N/A Coefficient of Horizontal kh=nh(z/B) kh=k/(1.5B) Subgrade Reaction(pci) (Sand&Soft Clay) (Stiff Clay) Construction Considerations: Our explorations revealed the site soils generally consist of medium dense grading very dense, sandy gravel/gravelly sand with varying amounts of cobble mantling medium dense, silty, fine sand. Below a depth of about 28.0-feet bgs, the soils transitioned to very dense, gravelly sand with some silt and cobbles over dense to medium dense, silty sand with varying amounts of gravel,which extended to the full depth explored of 41.5-feet bgs. Perched and static groundwater seepage was encountered at about 23.5-feet and 33.0-feet bgs, respectively, within our boring, at the time of drilling. Therefore, dewatering may be required depending on the actual depth and time of year of drilled pier construction. The foundation-drilling contractor should be prepared to case the excavation to prevent caving and raveling of the pier shaft sidewall, if necessary due to unexpected soil or excessive groundwater seepage conditions. Large particles such as cobbles and/or boulders are commonly encountered in glacial deposits and should be anticipated by the contractor. Should heavy groundwater inflow be encountered in the drilled pier excavation, it may be necessary to pump out the accumulated groundwater prior to concrete placement, or to use a tremie tube to place the concrete from the bottom of the drilled pier excavation, thereby displacing the accumulated water during concrete placement. Alternatively,the use of bentonite slurry could be utilized to stabilize the drilled pier excavation. Drilled Pier Excavation Conditions: The drilling contractor should be prepared to clean out the bottom of the pier excavation if loose soil is observed or suspected, with or without the presence of slurry or groundwater. As a minimum,we recommend that the drilling contractor have a cleanout bucket on site to remove loose soils and/or mud from the bottom of the pier. If groundwater is present and abundant T-Mobile,USA November 11,2009 Adapt Project No WA09 15979 GEE Page 11 Adapt Engineering, Inc. within the pier hole, we recommend that the foundation concrete be tremied from the bottom of the hole to displace the water and minimize the risk of contaminating the concrete mix. The Drilled Shaft Manual published by the Federal Highway Administration recommends that concrete be placed by tremie methods if more than 3 inches of water has accumulated in the excavation. Access Driveway Based on available site plans and our site reconnaissance visit, it does not appear necessary to construct a new access road. We recommend that the subgrade for any access roadway be prepared in accordance with the Site Preparation section of this report. For planning purposes, we anticipate that 6 to 12-inches of"clean" sand and gravel subbase material and a minimum 3-inches of crushed rock surfacing will be required to create a stable gravel roadway surface at this site. Adapt can provide additional subgrade stabilization or gravel road section recommendations based on observed field conditions at the time of construction. Where cuts and fills are required, they should be accomplished in accordance with the recommendations provided in the Site Preparation.and Structural Fill sections of this_report. Structural Fill The following comments, recommendations, and conclusions regarding structural fill are provided for design and construction purposes. Materials: Structural fill includes any fill materials placed under footings, pavements, driveways, and other such structures. Typical materials used for structural fill include: clean, well-graded sand and gravel (pit-run); clean sand; crushed rock; controlled-density fill (CDF); lean-mix concrete; and various soil mixtures of silt, sand, and gravel. Recycled concrete, asphalt, and glass, derived from pulverized parent materials may also be used as structural fill. Placement and Compaction: Generally,CDF, and lean-mix concrete do not require special placement and compaction procedures. In contrast, pit-run, sand, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Using the modified Proctor maximum dry density (ASTM:D-1557)as a standard,we recommend that structural fill used for various on-site applications be compacted to the following minimum densities: Fill Application Minimum Compaction Slab/Footing subgrade 95 percent Roadway subgrade(upper 1 foot) 95 percent Roadway subgrade(below 1 foot) 90 percent Subgrades and Testing: Regardless of location or material, all structural fill should be placed over firm, unyielding subgrade soils. We recommend that a representative from Adapt be retained to observe the condition of subgrade soils before fill placement begins, and to perform a series of in-place density tests T-Mobile,USA November 11,2009 Adapt Pr*d Nn WA09 15972 GEO Page 12 Adapt Engineering, Inc. during soil fill placement. In this way, the adequacy of soil compaction efforts may be evaluated as earthwork progresses. Fines Content: Soils used for structural fill should not contain individual particles greater than about 6 inches in diameter and should be free of organics, debris, and other deleterious materials. Given these prerequisites,the suitability of soils used for structural fill depends primarily on the grain-size distribution and moisture content of the soils when they are placed. When the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than about 2 percentage points above optimum. The near-surface and deeper sandy and gravelly soils with varying amounts of cobbles should exhibit low to moderate moisture sensitivity, whereas the silty sand with varying amounts of gravel will be considered highly moisture sensitive. The use of"clean" soil is necessary for fill placement during wet-weather site work, or if the in-situ moisture content of the sandy site soils is too high to allow adequate compaction. Clean soils are defined as granular soils that have a fines content of less than 5 percent(by weight)based on the soil fraction passing the U.S. 3/4-inch Sieve. CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we performed for this study. If variations in subsurface conditions are discovered during earthwork, we may need to modify this report. The future performance and integrity of the tower foundations will depend largely on proper initial site preparation, drainage, and construction procedures. Monitoring by experienced geotechnical personnel should be considered an integral part of the construction process. We are available to provide geotechnical inspection and testing services during the earthwork and foundation construction phases of the project. If variations in the subgrade conditions are observed at that time, we would be able to provide additional geotechnical engineering recommendations, thus minimizing delays as the project develops. We are also available to review preliminary plans and specifications before construction begins. T-Mobile,USA November 11,2009 Adapt Project No WA09-15972-GEO Page 13 ''11 Arlington \ \'•4 � �` � � It t �p� .3e IT k F ti t "taxi • '' o'er s tiy' T 4w : jl r � t cf dc.t 1• _ T, F, .� , eD ,y Ilb i}�__.�-� � • � + I�.r�i!<ca^ f-_ � '.' 1.{� � t Tl c 1 \1 Aaoo Z'��I ON SM %35 Site ARLINOAI POR?ICIP 1 too son � IIIIi ' OI11t.� fy ,•28 r• I ' Edgocom/t eM•Sy.. '=.,: A. too sa: •s' IP Loom Prinlyd from TOP01 H.t-A0 p,tok,HOHUW{tvww I.PD-m) Adapt Engineering,Inc. FIGURE 1 - Location &Topographic Map 615 8th Avenue South Location : Arlington/M3 Tower Site(SE0701A) Seattle, Washington 18825-67th Avenue Northeast Tel(206) 654-7045 Arlington,Washington 98223 Fax(206) 654-7048 Client : T-Mobile, USA Date : 11/09/09 Job# : WA09-15972-GEO IE1+eR12a1P2TIFE,AtnlnroEE INDUSTRIAL / LnAnED Met T.V~-Ttt IGII-70MNG IESVt'VcrERERrt IEI 8UILDNG4DMG 14nart _ y / EIRTY —_—.—+_—-}•�.T T W PIN TWA... W---w.--k P T ► T PX T r-_ P' T i INMrLN•]PVCtt4DulTFROMTELCOPEDEETALn.j T I lOTE1COEElIVItEWHITvrIRnENOOEIISIF B-1 , 12tix 1 i Ws• I y ,PEES{ NIYU6PVF CONIT IP.pFI QIPW 1 MU T.OF'e LF I * I iOIgT{tOEgE PADAN)tPff iRNlSFQhMFRn NULL ROFE!SWLca 7 x / IPI IP'.57 W��E AF.Fr / t04.�Ki361 / PI 112AkEjtf"IM TOPEVt 5i �Ta.OErtE M,TCHW I Ai Tod I—/ �---- �_��=_s _..j r �r T,, pA24 r.2yT.uOMEpwwEPa.MALK RUDSIttAa � / WSW l.,IFOR EIMRGEDSnE rq I : : GENERAL ' INDUSTRIAL (01)ZONING ( ` Proposed Tower CLOSEST RESIDENCE ( % P FROM MONOPOLE and Equipment 3W*10SOUTH I- Lease Area a. I I UWEVEtOFED, Q % i MID-MOUNT VW K ( MATERIALS i I: I I ��ROPERTv 4EIE�_— �J GENERA!. INDUSTRIAL (GI)ZONING' I '• r I ww1 GENERAL INDUSTRIAL (GI)ZONING 188TH ST NE LEGEND: -0-B-1 -BORING NUMBER AND APPROXIMATE LOCATION NOTES: N DRAWINGS BASED ON"SITE PLAN"(A-1)DRAWING PROVIDED BY T-MOBILE(06/28/09) NOT TO SCALE Adapt;Engineering,Inc. FIGURE 2 -Site & Exploration Plan 615 8th Avenue South Location : Arlington/M3 Tower Site(SE0701A) Seattle, Washington 18825-67th Avenue Northeast To/(206) 654-7045 Arlington,Washington 98223 w1i. Fax(206) 654-7048 Client: T-Mobile, USA Date : 11/09/09 Job# : WA09-15972-GEO Adapt Engineering,Inc. EX&A BORING LOG Se Avenue South Seattle,Washington 98104 TEL:206.654.1045 FAX 206.654 7046 PROJECT : Arlington=Tower Site(SE0701A) 16825-67th Avenue Northeast Job Number: WA09-15792 Boring No.: B-1 Arlington,Washington 98223 el...e.n aJumn; W.11 94m014164 t NA TESTING a.—elurLc. NA OBSERVATIONS W W O 'E6y .IF m oU � 03 GRAVEL and COBBLE surfacing _ _ _ -- Medium dense, moist, dark brown,gravelly - - SAND/sandy GRAVEL(Fill) S-1 12 12 10 -5- Very dense, damp, dark orange gray,gravelly '8-2 6 SAND with some cobbles 18 36 becoming brown gray 10 S-3 37 50/3 becoming cobbly 15 SA 18 27 - 28 becoming dense 20- S-5 19 22 - - 18 - Medium dense,wet to saturated, dark brown, - silty f-SAND 25 s-6 10 12 —" 10 Very dense,damp, brown gray, gravelly SAND with some silt and cobbles LEGEND: 2-hch O.D.Split-Spoon Sample Slallo Water Le%el at Dririnq or*Semple DATE 2•hch O.D.Geopmbe M Stallaw.tw Lem P-1- - Type dAnalytfdlTestin9 Used OAIE a lc: X Sample na Recovered perched Groundwater NR No Reomry 1 Of 2 ATD AlTlmea CO*,I; Drilling Start Date: 10127/09 Drilling Completion Date: 10/27/09 Logged By:BRtul BORING LOG Adapt Engineering,Inc. 616 8th Avenue South Seattle,Washington 98104 TEL:206.654.7M FAX:206.664.7448 ...........— — — ------- PROJECT : Arlington/MS Tower Site(SE0701A) 18825-67th Avenue Northeast Job Number: WA09-15792 Boring No.: B- 1 Arlington,Washington 98223 El...IN.a.nnnc.: W.l[9ampl.lMd: NA TESTING ground Surface Illavatlon: C.alnS Elmtl.n: KA OBSERVATIONS a >� 30 z s9 11 89 Very dense, damp, brown gray,gravelly SAND s-7 26 with some silt and cobbles 50/6 17 Dense, saturated,dark brown, gravelly, silty , f-SAND 35 S-8 14 17 17 becoming medium dense with trace to some - gravel 40 S-s 8 _ 8 12 Boring terminated at approximately 41.5-ft - _ bgs. Perched and static groundwater encoun- tered at 23.5-ft and 33.0-ft bgs, respectively, within boring at time of drilling. 45 .50- 55- -- - LEGEND: 2-Inch o D.1pltSpoon Sample �. $woo WaW Lem et DrANng Grob Sample DATE 2-ineh O.D,l;eoprobe M Slatic Wafer level or TypeMMalygal Te><kp Uxd DATE i0to 'Page: X Sample nol Recovered ,Z_ Pambeo r'.Mdvrater NR No Recovery 2 Of 2 ATD Al Timo of CKNIng Drilling Start Date: 10/27/09 Drilling Completion Date: 10/27/09 Logged By.BRM 4 ITSM NO. FEATURES UNtT WEIGHT IO RE00 1. I ft-M (LBS) 1 1 I SECTION A (VALMONT STEEL SPEC 5-221 9,212 9,212 2 1 SEC ON 8 VI T STEEL SPEC S-221 5.401 5.40! 3 1 5EC119N C_IVAUMT 51EEL SPEC S-221 2,786 2,788 4 1 GCTTDM CAGE PLATE lt3 I3 16 2.25--4.5 UNC-2A ANCHOR BOLT, LENGTH 8.00' 127 2.020 6 1 BASE PLATE 952. 1.452 1421- 0 0011. 7 2 510. NWW 01S11 4- DIA, 378 752 t0 8 1 PLA FORM. P'ng N O AilL5. IV t.300 -1.300 9 1 PLATFORM PIRW K70)TAILS. 13- 1.300 1.300 139'-0 ni1-------- [0 t PLATFORM• PIR00 N 0 RAILS. 13' _ t.900 1 TCP CAGE B1.ATE OlEYOK EFOAE SETT) Pp-Lu--1 149 149 1 SAFEIT CLIMBING CABLE ILENOTH• 132.00 103 t00 2 IGPOUNDING LUG 2 4 GALVANIZING 393 3" 52 STEP AM CLIP tVALMM SIANOAR01 1 76 HOLE 3 HAND HOLE_(9" x 24') 56 168 9 HAM HOLE 4' X 18') TUM 32 108 128'- 0 00^ 3 KANO HOLE 15'x 8'1 1 POLE CAP 17 $1 ._ 23 23 9 119- 0 00' MALE COOROS 21.63 (INCHES) TYP 02.63" HOLE X-COORO Y-CODRO V (16 REDD) 28.64 0.00 O 9 46 10.46 O 20.25 20.23 a 0 14.9 26.48 I O O C.00 79.64 1051- 0.001, 7 L1.1 P x 0.0 64.26- I O 0 �TYP 0 O 2 RED 0 O) 001M R12.00- 1. BASE PLATE TM[ccKNE" 2-500' (2 AE00) 2 BASE PLAT'ALL OVA 511WSS (11 50 CfS[fiN LAP SPLICE 53 00" 3. VENT AND DRAIN HOLES PMIOVIOEO 4. MAXIMUM BOLT CIRCLEOIAMETEA •57.27- 5, HA.t IMON CAGE tENPI (E DIAMETER-63.27- BASE PLAw4TET NOTES: 4.391 TIO� ION SHEAR - 29.71U A i[IPi VERTICAL= 30,655 F 2, GALVANIZED PER AS TM A-123. 3, DESIGN CRITERIA: EIA/TIA 222-F 4- THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADING: A. CASE 1: WIND- 100 MPH, ICE- 0.50 INCH B. CASE 2: WIND - 50 MPH C. EQUIPMENT MTG CENT 0 WITHOUT ICE WITH ICE HT. HT EPA WT EPA WT O ESCAIPTION (FT) IFT) 1FT-21 (LBS) (FT•.2) (LES) �2 1-LIGHTNING ROO, B'Y�- 142.00 146.0 1.12 37 1.77 W45 �l 9-TMBXX-6516-R2M 138.00 138.0 42:21 270 45:83 504 1-PLATFORM, PIR00 W/O RAIL 138.00 13G. 15.70 1300 20.I0 1504 9-TMBXX-6515-H2M I28:00 128. 42.21 300 20.83 765 '-PLATFORM, PIF00 W/0 RAIL I20.00 L2B.0 15.70 1300 20.10 1765 504 9-TMBXX-6516-R2M 118.00 I18. 42.21 270 45.83 504 1-FLATFORM, P1FOD W/C RAIL 118.00 116, 15.70 1300 20.10 I765 2-STU. MW DI54. 4' CIA. 105.00 105, 41.82 376 43:58 554 5. FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT IJNLESS NOTED OTHERWISE). EXPIRES ON �--OESION LAP SPLICE-67.00' fd1UG 0.1 20�0 QQLIt I B .g, 5645 � - 701Vp1.T'T• OCT 2 2 2009 REVIEWED CWA Consultants, PS t3 6 Y' Date: _ (TOP OF BASE PLATE) B Q I SECTION ITdORNATION ITEM 101 LENGTH ISASE 001 TOP GO 1THM tU rl 1 57'-6.00- y0 00' 37.A0' 0.37y- Ay72 65 K51 {20i4-60 OV20071 12014-69 w 1 0/2L05 CNOI 2 40'- 1 00' 39.3T 27.03' 0.313' A572 65 BSI Iqy V.liR1om 3 51'- 5.00 29.32 16.98 0.219" A572 65 VSI T-MOBILE L42' POLE SITE: ARLINGTON ISEJIGIAt. OMtSK CO., MA 0-9 W."I I ! VALMONT STRUCTURES CIRCULAR TIE SCHEDULE POLE BASE RFACTIQINS (ASD) 1 OTM (OVERTURNING MOMENT) _ „a" TIES "b" TIES (SHEAR)KIP) 28.71 KIPS V SIZE SPACING LAP SIZE SPACING LAP (S = W (AXIAL) = 30.65 KIPS #3 4" 22" #3 6" 22" GROUT BASE PLATE -- AFTER INSTALLATION B rFDN B t --. HEX NUTS I t I o SUPPLIED BY MFR K, _II I ANCHOR BOLT DETAIL REF F SECTION C-C o c x� CD A—I� i v e O ® t I L N C7 N }- -� REINFORCING o CAGE SEE SECTION A-A } o ; 3" CLR �,� Nm � 6 I. I m � f!'1 Is e U N 1 TYPICAL FOUNDATION SECTION SCALE: N.T.S. wAos-15s72 COMMUNICATION POLE FOUNDATION PLAN R VIEWED ARLIo T_MOHILE�18825N67TH AVENUE NORTHEAST CWA Consultants, PS ARLINGTON, SNOHOMISH COUNTY, WA 98223 By, f ETERSON' STREHI . mAR'PiNSON. INC. Date: CONSULTING ENGINEERS 0200 BTII AVE. SUITE 601 PHONE ((20 )eaa-46e0 SEATTLE. WA 08121-1048 FAX (�EOe)622-0422 prm®pem—enQiaa ora.aam DATE: 11/20/2009 C09071 I SHEET 10F 9 (]-MA� TV39 Aff.) I 2.2500 ANCHOR BOLT (TYP) � kIS � I CL to TOP TEMPLATE I y BY MFR �I UN I #3 CAGE W/ 135' 0.25" MIN HOOKS AT ENDS �, ®-—®— j �_ BOLT THREA CONCRETE PIER v e 3> — �` ABOVE NU SD J (36) #8 VERT BARS B I B EQUALLY SPACED j SECTION A z.z5" DIA SCALE: N.T.S. co _ ANCHOR BOLTS SUPPLIED BY MFR I TYP ANCHOR — B01i0M BOLT TEMPLATE �. �`�\ R TEMPLATE, SUPPLIED BY MFR C + C HALF CIRCM MIN (TYP) BOLT CIRCLE 1/4 < DIAM. = 57.27" 01 SECTION C-C 2.63"0 BOLT SCALE: N.T.S. - i HOLE TYP i (16 REQ'D) V NOTCH INDICATES SECTION_B-B SCALE: N.T.S. NOTES 1. SEE STRUCTURAL NOTES ON SHEET 3 & 4 FOR MATERIAL SPECIFICATIONS. I 2. POLE HEIGHT: 142' BY VALMONT STRUCTURES. WA09--15972 COMMUNICATION POLE FOUNDATION PLAN ! i ARLINGTON/M3 (SE07101 A) RE I E W E D T— ARLINGTON$SNOHOMISH COUNTY, WA 98223NORTHEAST CWA C nsulta,nts, PS /) PETERSON STREHLE MARTINSON. INC. By: CONSULTING ENGMEMS ` Date: I E200 BTu AVE. Su= 801 PHONE (2EOB))622-4860 SEATMX, WA 00121-1840 FAX 08)622-0422 j pcmmpem—enafn�ars.aom DATE: 11/20/2009 CO9 771 SHEET 20F 9 f ��:� .�VU::��4�:�`�S� ., i . �.1 �➢ �,F, F �� STRUCTURAL NOTES r STRUCTURAL DESIGN DATA I Wind Loads: Wind pressure shall be in accordance with ANSI/EIA/TIA/222-F with basic wind speed of 100 mph Seismic Loads: Seismic loading shall be in accordance with the International Building Code, 2006 edition. i Allowable sail bearing = 2,000 psf (see geotechnical report for more information). Foundation bearing soil must be veified by Adapt Engineering, Inc. or a qualified geotechnical engineer prior to construction. Pre-engineered, steel monopole. Pole mast shall be 14�-foot fabricated by Valmont Structures. Antenna shall be limited to that shown on fabricator drawings. Non-shrink grout for base plates shall be an approved non-shrink, non-metallic, high strength, cementitious grout i (contforming to ASTM C107) containing natural aggregates delivered to the job site in factory prepackaged containers requiring only the addition of water. The minimum 28-day compressive strength shall be at least 1,000 psi higher than the supporting concrete strength, unless otherwise noted. Anchor bolts shall be as specified by pole manufacturer. Bolts and nuts shall be supplied by pole manufacturer. Anchor bolt assembly drawings are based on information provided by the pole manufacturer. CONCRETE Concrete mix shall attain 28-day strength of Fc' = 4,000 psi minimum. Mix shall be air entrained. Mix shall contain not less than 6.1/2 sacks of cement per CY, nor more than 5 gallons of water per sack of cement, unless otherwise approved by Engineer of Record, Maximum aggregate size shall not exceed 314 inch. Concrete additives shall not be used without approval of Engineer. Concrete placement shall be in accordance with practices and recommendations of ACI 301, Chapter 8, and ACI 304, unless otherwise specified by the Engineer. Concrete shall be protected with no moisture loss permitted for a period of seven (7) days. An independent testing laboratory shall: 1. Inspect reinforcement bar placement prior to placing concrete. 2. Prepare and test concrete cylinders and furnish test results to Engineer of Record. I WA09-15972 j COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SSNOHOMISH COUNTY, WA 98223 PMTERSON STREME M ARTW80N. INC.-- CONSULTING ENGINEERS E2,�o�0 alm AVE. S'x= 801 PHONE (208)e22—{B80 SEATnX'. NA 98121-1049 PAX (200602-0422 Pam®P em—engin,eern.o om DATE: 11/20/2009 J C09071 SHEET 3OF 9 i STRUCTURAL NOTES (CONTINUED FROM PAGE 3)_ i Placing concrete during extreme weather conditions; 1. Comply with ACI 306 when placing concrete in cold weather conditions, Protect all concrete work from reduced strength caused by frost or freezing. 2. Comply with ACI 306 when hot weather placing conditions exist which could seriously impair the quality and strength of concrete. Concrete temperature at time of placement shall be below 85 degrees Fahrenheit. Steel (' temperature shall not exceed ambient air temperature, Wet forms thoroughly prior to placement. Concrete shall have air entrainment between 5 and 8 percent. Concrete finish of top of plinth shall be sloped to drain with a floated finish. Exposed edges of concrete shall be chamfered 314 inch by 3/4 inch minimum. Minimum concrete cover for reinforcement shall be 3 inches unless otherwise noted. Approved spacers shall be used to ensure minimum cover requirements. Concrete cover from top of foundation to ends of vertical reinforcement shall not I exceed 6 inches nor be less than 3 inches. i Concrete shall be placed in a manner that will prevent segregation of concrete materials, infiltration of water or soil, and other occurrences which may decrease the strength and durability of the foundation. Freefall concrete may be used provided fall is vertical without hitting sides of excavation, form-work, reinforcing bars, form ties, cage bracing, or other obstructions. Under no circumstances shall concrete fall through water. Concrete slump shall be between 5 to 7 inches. Concrete shall be placed in a continuous operation without construction or cold joints. REINFORCING STEEL j Reinforcing steel shall be Grade 60, Fy = 60 ksi, unless otherwise specified, and conforming to ASTM A 615-60 and f shall be detailed (including hooks and bends) in accordance with ACI 315 and 318 (Lastest Edition). Reinforcing cages shall be braced to retain proper dimensions during handling and throughout placement of concrete. When temporary casing is utilized, bracing shall be adequate to resist forces occurring from flowing concrete during casing extraction. Welding is prohibited on reinforcing steel and embedment. FOUNDATION I All footings must rest of undisturbed original earth or compacted structural fill as per geotechnical report. When the foundation is a drilled pier, the following two paragraphs apply, I Foundation design assumes casing, if used, will be removed. Equipment, procedures, and proportions of concrete materials shall ensure concrete will not be adversely disturbed upon casting removal, The Contractor shall come to the site prepared to telescope casing as necessary to stabilize excavation to prevent caving and sloughing of the granular soils. Drilled pier excavations shall be excavated and concrete placed on the ` same day. Under no circumstances shall a drilled pier excavation remain open overnight. WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 ;. PETERSON �Jc TREHLE M ARTINSON, INC. j CONBULTING ENGINEERS ` aaoo awn AvE. SurrE aol I-HONE (2206 802-4580 1 SEAT LE. WA 98121-1a49 FAX 08 022-0422 11 pemdDpem—en�laeesp.eom � DATE: 11/20/2009 C09071 I SHEET 40F 9 f STRUCTURAL NOTES (CONTINUED FROM_ PAGE 4?_ � .. Foundation design has been developed in accordance with generally accepted professional engineering principles and practices within the limits of the subsurface data obtained. Foundation design modifications may be required in the event the design parameters are-not applicable for the subsurface conditions encountered. The foundation depth indicated is based on the grade line described in the referenced geotechnical report. Foundation modification may be required in the event cut or fill operations have taken place subsequent to the geotechnical investigation. Quality control shall be performed by Adapt Engineering, Inc. The Contractor must submit shop drawings seven (7) days prior to mobilizing drilling equipment to the site and commencement of any drilling operation. Engineer of Record will review shop drawings and provide written comments to Owner prior to commencement of the drilling operations. i i Foundation and anchor tolerances; Concrete dimensions - plus or minus 1 inch Depth of foundation - plus 3 inches minus 0 inch Drilled foundation out of plumb - 1.0 degree �. Reinforcing steel placement - per ACI 301 I Projection of embedment - plus or minus 1/8 inch Vertical embedments out of plumb - 112 degree Anchor bolt circle orientation - 114 degree f I- I I !i I E wA09-15972 j COMMUNICATION POLE FOUNDATION PLAN F ARLINGTON/M3 (SE07101A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARUNGTON, SNOHOMISH COUNTY, WA 98223 PETERSON S TIZEIiI E M A,RTINSON. INC. CONSULTING ENGINEERS 2200 BTH AvE. SVP!•E: 601 PHONE (006)622-4590 SEAr=. WA 0 0121-1 849 FAX BOB)628-0422 Petm0pem-0XL&i3Meere.00m I DATE: .11/20/20091 C09071 I SHEET 5OF 9 STRUCTURAL NOTES (CONTINUED FROM PAGE SPECIAL INSPECTIONS - GENERAL Special Inspector to provide special inspections with the type and frequency noted below. Special Inspector to provide reports weekly to: 1. The Owner 2. The Architect ; 3. The Structural Engineer ' 4. The Contractor i STRUCTURAL TESTING - GENERAL Testing Agency to provide reports of the types below. Testing agency to distribute reports to: 1. The Owner 2. The Architect 3. The Structural Engineer # 4. The Contractor 1 SPECIAL INSPECTIONS - PIER FOUNDATIONS ELEMENT: Piles PERIOD: Special Inspector shall be present when piles are being installed and during tests. The Special Inspector shall make and submit to the building official records of the installation of each pile and results of load tests when required. Records shall include the cutoff and tip elevation of each pile I relative to a permanent reference. SPECIAL INSPECTIONS - CONCRETE CONSTRUCTION ELEMENT: Reinforcing Steel PERIOD: Periodic Inspection prior to pouring of concrete. Special Inspector to verify reinforcing size and location. ELEMENT: Bolts in Concrete, including embedded bolts, and expansion and epoxy type anchors. PERIOD: Continuous Special Inspection: Special Inspector verify size, grade, and embedment of bolt prior to I pouring concrete. Verify hole is correct depth and clean for epoxy and expansion type anchors. ELEMENT: At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump, air content, and determining temperature of fresh concrete. PERIOD: Continuous special inspection. ELEMENT: Inspection of concrete placement for proper application techniques. ! PERIOD: Periodic inspection. WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) I T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 RTEReON S T2EHI M ARTIN60N, INC. I CONSULTZIGV SNO "ERS azoo 6TH AVE, Surm 6ol PHONE (20a)ea8-4500 S�.'ATT�LE. WA Dai.=-184o FAX 206 922-0472 p am��em—en�,laoere.a om DATE: 11/20/2009 C09071 SHEET 6 OF 9 i _ i STRUCTURAL NOTES (CONTINUED FROM PAGE 6L I SCOPE OF STRUCTURAL ENGINEERING SERVICES f Materials, workmanship, and construction shall be in accordance with the drawings, specifications, and the f. International Building Code, 2006 Edition, as amended by the local building department, and all applicable state, local, and federal requirements. Foundation design is based on geotechnical investigation report No. WA09-15972 by Adapt Engineering, Inc., dated November 12, 2009. t Foundation installation shall be monitored by Adapt Engineering, Inc. to verify that subsurface conditions are acceptable and with assumed design parameters. Loose material shall be removed from the bottom of the augered hole prior to concrete placement. Sides of excavation shall be rough and free of loose cuttings. s An independent testing laboratory shall inspect reinforcing bar placement, test concrete cylinders, and furnish the Engineer of Record with copies of all inspection reports and test results. The foundation location shall not be the responsibility of the Engineer of Record.9 d The Contractor shall be responsible to verify that the foundation location is the same location investigated in the geotechnical report. The Contractor shall verify all dimensions, member sizes, and conditions prior to commencing work. The Contractor shall be responsible for contacting the utility location company and meeting the locators on-site at least three (3) days prior to commencing excavation. i The Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures to perform their work. 1 WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 PETERStON S TREME M ARTINSON, INC. CONSULTING ENGINEMns 2200 STH AvE, SviTE 601 PHONE (R09)OZ2-4600 SE:A7_nX-. RA 9a121_i849 FAX (206)022-0422 ' psm®p em—oaYirsaare.aom DATE: 11/20/20091 C09071 I SHEET 7OF 9 1 I MAX 4 - 6" 0 CONDUIT o WP 72 /V I I - _ CONC PIER 3" CLR I TYP l - I i' DO NOT USE EMBEDDED CONDUIT IF 4'-0" MIN* FOUNDATION SHAFT IS LESS THAN 4'-0" IN DIAMETER j SECTION X—X 1 SCALE: N.T.S. i i WA09-15972 ° COMMUNICATION POLE FOUNDATION PLAN I ARLINGTON/M3 (SE07101 A) s T-MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 j PET)ERSON S TRE= I V I ARTINSON, INC. CONSULTING ENGINEERS SjaOO 8TH AVE. Stn= 601 PHONE 406)aRO-4690 SEATTLL", WA 06181-1640 FAX (806)omia--04R8 pem3lpem—e aQSaeer�.aom DATE: 11/20/20091 C09071 SHEET 80F 9 I I 3 I . COL VERT REINF COL TIES \ 4 CONDUITS MAX 6"0 MAX CONDUIT i" CLR (TYP) L —— — — 47 CLR (TYP) i x �\ X (4) #5 y j (6) #3 x 18" AT 6"OC ADJUST TO RADIUS OF CONDUIT t s NOTE:_ ANCHOR BOLTS & MAIN PIER REINFORCING NOT CALLED OUT FOR CLARITY TYPICAL CONDUIT DETAIL SCALE N.T.S. TO BE USED ON FOUNDATION PIERS 4'-0" AND LARGER WA09-15972 COMMUNICATION POLE FOUNDATION PLAN ARLINGTON/M3 (SE07101 A) T—MOBILE 18825-67TH AVENUE NORTHEAST ARLINGTON, SNOHOMISH COUNTY, WA 98223 _ c � PETERSON TREEZZ M ARTINSON, INC. GONSUI,TIIIG ENGINEERS ; 2200 STH AVE, SUrM 601 PRONE 206)622-4660 `-SE A'I1'Ld9:. SPA 65121-184o FAX (206)626-04932 Pemmpem.—eaglueer..eoax I DATE: 11/20/2009 C09071 SHEET 9OF 9 i valmont ;V STRUCTURES VALMONT MICROFLECT 3275 25th STREET SALEM, OR 97302 PHONE: 1-800-547-2151 ENGINEER: Chris Blaumer x6698 Reviewed by: C�,( RECEIVED DEC 112009 COMM U N ICATI(5FY'PEOPLE DESIGN CALCULATIONS EXPIRES ON (BUG 012010 � RA5645 ' ICON P•L OCT 2 2 2009 T-Mobile VALMONT ORDER #12944-69 SITE NAME: Arlington (SE7101A), Snohomish Co., WA POLE HEIGHT: 142 J A 1 1 � 1�1 � .0 _ J �� � ��.'� � ,�1. � i _ � I � i � i i � i .� r � �� i valm" o STRUCTURES 10/22/09 ENGINEERING DATA for T-Mobile Arlington (SE7101A), Snohomish Co.,WA VALMONT ORDER 12944-69 1) STRUCTURE DESIGN CONFORMS TO EIA/TIA-222-F INCLUDING: 100.0 MPH BASIC WIND SPEED WITH NO ICE 100.0 MPH BASIC WIND SPEED WITH 0.5 INCH RADIAL ICE 50 MPH BASIC WIND SPEED WITH NO ICE FOR TWIST AND SWAY 2) FEEDLINES ARE ASSUMED TO BE PLACED INTERIOR TO THE POLE. 3) ALL MICROWAVE ASSUMED TO BE 6 GHz UNLESS OTHERWISE NOTED. 4) LOADING AS FOLLOWS: 142'POLE 1 -Lightning Rod,8'@ 142.0' 9-TMBXX-6516-R2M @ 138.0' 1 -Platform,PiRod w/o rails, 13'@ 138.0' 9-TMBXX-6516-R2M @ 128.0' 1 -Platform,PiRod w/o rails, 13'@ 128.0' 9-TMBXX-6516-R2M @ 118.0' 1 -Platform,PiRod w/o rails, 13'@ 118.0' 2-Std.MW Dish,4'Dia.@ 105.0' STRUCTURE ANCHORAGE INFORMATION POLE HEIGHT(FT): 142 NUMBER OF A.B.'s: 16 BOLT CIRCLE(IN): 57.27 DIA.OF A.B.'s(IN): 2.25 BASE VERTICAL(K): 30.65 LENGTH OF A.B.'s(IN): 96.00 BASE SHEAR(K): 28.71 PROJECTION LENGTH(IN): 10.50 BASE MOMENT(FT-K): 2866 TEMPLATE OD(IN): 60.77 Valmont - Structures Engineering Form#3098(12/05) al ont STRUCTURES BY _DATE CHKD.BY DATE SHEET NO. 10/22/09 ENGINEERING DATA for T-Mobile Arlington (SE7101A), Snohomish Co.,WA VALMONT ORDER 12944-69 EIA/TIA-222-F BASIC WIND: 100.0 MPH WIND&ICE: 100.0 MPH AND 0.5 IN. ICE TWIST&SWAY: 50.0 MPH DATA W.O. ICE DATA W/ICE QTY DESCRIPTION HEIGHT EPA WT EPA WT 1 Lightning Rod,8' @ 142.0 1.12 37 1.77 45 9 TMBXX-6516-R2M @ 138.0' 42.21 270 45.83 504 1 Platform, PiRod w/o rails, 13' @ 138.0' 15.70 1300 20.10 1765 9 TMBXX-6516-R2M @ 128.0' 42.21 270 45.83 504 1 Platform,PiRod w/o rails, 13' @ 128.0' 15.70 1300 20.10 1765 9 TMBXX-6516-R2M @ 118.0' 42.21 270 45.83 504 1 Platform, PiRod w/o rails, 13' @ 118.0' 15.70 1300 20.10 1765 2 Std.MW Dish,4'Dia. @ 105.0' 41.82 376 43.58 554 Valmont - Structures engineering Form#3098(12/05) O\ M O M N O N 0 1 H H 1 1 W a) 1 H m I 54 1 Q Ctl I 1 I Ol I � I M I C` I H 1 1 I O l0 N O N 0) O m O N M H 0) 0) d1 1 1 H 1 I H N O H 01 Ln 1 1 Q) Ln m r-I OU 1 1 I 04 O �) I m 1 P, H x I A I W H m 1 H Q) i O a 10 1 O 1 tri vl I 1 CD LO H 00 N m cN m co I 00 i M O 0 � rI H- N r`'1 01 O ' I •� U H Ln � m m O H H m I 44I 1-1 U) '� m r-i In Ln dl N - (d 1 a) a 11 O r-i IA W I N 04 1 Q) H m I r-i ro I a v O 1 41 z 1 o i i O G) h ri 0) M H 00 •rrii 0 O M CD ��(V � � OD 000 00 �O Q. . . b z ' 0 00 O rn M Ln r, 10 r •ri U H N h M W H H H M O H 1 O 01 d' NOD t- r-I 00 I 0 Q) ": Ln ri N H LO M r-I O N M O1 co W N I N V] � U LO H O }4 0; 10 N H I y r-I 1J .14 NHo `" y W H Q) H H \ a m H , ).1 r-I co I ro Q) r-1 Cn -r-I O ri M 0 H m 00 0 4-I r-I W Z '>I M H O 0) M 0D O 0) O O (aI-a C7 0 M LnLn0MH P • M - W . . . N U O * H >4 \ o uLn \ wNLncoo r♦ U How000000Hr-io 0 124 co a) 'd rl '� rn 0D N O d' G' a) .R: M N N d1 LO 1J H M•ri l: H • Ln 14 U) Q a) 41 0 m 0 O m h M m N LS m a) N 5 G' 44 U FD U M N d1 fn 'J r-I m �', <r m -r1 \ Q) Q) o O Q) W O V H 1 •r1 -- q CO 04 W -ri \ H W 1 14 ri Cn a ra•ri a 1 N a) c PQ 0 i a E a ^zi or-IMo r-I rnmo 344J I (a rl$ 0 L- 00 0 o N rS q o 0l M 00 0 0) O O ;J �4 I I •c5 •ri H Ln .0 10 00 O O H z • M r. W m O H 0 Q \ • G \ o pLnLnN I 44 H0 ,VMM0oHH0 1 �J a) 41 IV-ri 41 r- • M I 0 11 ,;: M N N d' m Q) Q) I 0 04 r-I to Ln O m O L� M N I •ri r= �4 I >4 0 O l4 h 1-I Ln M Ln I K 0 H a, •ri -10 I jJ'1 Q) L �1 04 r-4 I 01 (sl W a) �4 1 \ •H \ I U b rt I ri , H -r, I O U] I m m I O JJ a o N I D a) [T w I I H L Q) 0 41 si E m 44 I ro V 0+ — CJ) I 4-4 0 I .-. H 41 '� 0m m S4 N I N U � . ri m C,--. 1 -a (D l Ul O.L m H G I W Q) 0 — U r♦ q I N I m � C7 �' -H v'ri i X -rl .0 r U N 1 a q V m la G I a) •rrii m X •r�i -ro 0 N I a) a) Ol .11 Q) )-1 'd Q C>'•I H I 1 Q) Q) '� C: �4 4J a) m 1 ro a) FC ' to 3 0 a) a) a) 41 41 A 1 U 11 to m m C G H H I ro 41 a 4-1 r= U m 44 H I z w 1 w v a U ro a n , b aa)) AHA W v q •° V w V ro � Aro � � 1J 1 0 0v -lv00 z v ' m ,� r-I ro Q �. 11 S' I a x a) Q) v co U Q) 0 rna) l4 a) UrnM 1 V UUIn \-i 0 I A 0 i a) U m "-H 1~•r1 I U 1 A -rl N p ro 0 � Q) Q) I 0 w q O O 'b -i-i r01 a) 1 V xH0 rl pgHHa3 1 -r4 rou, [-4 a) AAQ fr) G I LJ Q) O I H r. N � r-4 S4 r-i-rii 3 3 I 01 aJ Ea l .r, Q) 0) ca ro ri ,e -i O rt a) I a) 00 N 0•a) ma)•r IQ, x�Gi 0 r-A i aJ Q 1 x U ul I C07xa4ril CC) 9411 i� rn m O M N O N O Ul H H N J� W v O FlEn z A C�, O d 4 r(j 4-) W N m v >1 �- v-- a ` C m N O O rn H U -1 rn H x U Ul N Lfl H A H �4 H % Cl) -r1 O A x O >1 z rn O O rn rn -k •ri I;zp N r� S4 .1-101) �r H O 4 H S4 A H r H (n -r-I W Ei A m U � FC � W z a O m r CE7 H td L- Ln z H U v co N H •ri U VI N N CH N O A C� ) G4 O W Ei H H z CI] H 00 a Ul ri w d aa) w 4-) G a 4-1 a H C o—1 rn w o 4 a `�- w 2: o �+ v N Ea J 1 d� W rd O W-1 w rn rn b H -0 ul w m r O O - q 41 -4 m � U 5 0 Ea a >4� 2io s4 r-I (a li) l0 N v O r-I 9.1..* N m r-I O O 41 rx G �-ri-� N LIl 0 � o � x r U)-r-I U �4 G-I v u] O•d W 4-I-,1 H In m U] Ei m W Cl) m rd O 'D F -,1-1 N In -ri U ". � Q,qqo x 41 a) H O FC r C'+ v rd E-H N Oz D O 4J 4-1 S4 A r-I U 'd N—173• a° a rd fd 4-) O U R N a b w � o i T M a) O M U) • �4 N O ul N O w (D 0 + F ro E ul JJ U ul a' � U) -k —4-ri A CL M O O u] * S4 m 1-1 co H m r-I 1n 44 * > N ri Ln O Ln O Ln O M O * + Cl) d N zzp N d1 N d1 * F:,< Fi. + C4 .0 O W 4-4 Fc ro * a) -r1 r-i (n d, in 1-11 Ln d1 1n w O ?4 to ul V 0 kD 0 kD 0 �o in U O -ri Ln r 1n r Ln 1` Ln •rl N-- ri H H Vx) rd I a) A -ri + �4 O O x w O 0 z a U) O lD rn h r-I 1D O1 O m O O M m OD Ln H N r-I N N N O co r-i N A L� U ri W S4 m O z O r~ 0 Ln 00 H i- M z ri a l- N M 0 OD H * Ol OD OD co 00 co kD a * x ri ri ri r-i U) F�f Ul �4 H W O o-rl O H a Ln a� w H Ul Cl) H O rl a �C W Zi a H ul I O ul E >C q v o 0 O 0 0 0 0 0 RI * a) 0 ul I O G-, o 0 0 0 0 0 0 0 * X r-I 41 r-I a) 0 0 0 0 0 0 0 0 N U 4 0 ro (LI a) Ln Ln lO Ln Ln In LO Ln �I •rl a) S4 41 �4 H '-, Ul I Ft4 w F 3 0 >1 N9CA a N 14 0 ul �4 G— H U U O 5-4 O•ri pq H 0 0 3 O ri ri �4 U 44 U 0 0 0 0 0 0 0 0 O N 4) 0 0 0 0 0 0 0 0 H P+ul ul (1) ri a) -ri E a)-4 w U W o o O 0 0 0 0 0 o M0 ,k W N O 4J44-I o a) v U a) A a A`-- • A U m O v (1) ri • r-1 a) ' W p 0,0 b A O O A N O O � W 0 44 o 0 0 0 0 0 0 0 C�a z ul ri JJ �j m 0 4J O O O O O O O O I H -ri $1 U Ul 'U ,0— N �r 4) ro ro rn FI ro lT-l-) w co co OD Oo 01) m Ln N 51 Ol 'f W (1)•r1 O O-r1 44 11 M M N N ri H O U) N 12I. .4)•rl O •ri a (1) r-i H r-I ri r-I ri r-i r-I H w •U F: V m (1)—1 fd ° mH wH Oo ro 0 V) a) Ll-4 fk ty) 0 0 0 0 0 (D 0 0 z (03 U) q � �^ 0 0 0 0 00 0 0 G U 0 1 0 4) 0) N co W Co 00 00 OD in H a) G1 a) W •ri •rl F'., -A 4-4 41 M M N N ri H O a) U) -r1-r-I 14 a) -W 0 ro ) i H H H H r r-I 14 ri r� b ro � >-f >•i � aro > +l 0 x O UU UOU o) p1» 0-1 -r4 d �j 0 a)-ri q M•rrii rd �i V k F4 O O 4.) m o Fq �3: v) W Oa *.I[ q Pq a) a a (1) E ri N M d L(1 1D L- OD (0 0 a i 01 M a) O M U) \ �4 N O m a) N •ri 'f \[� m O [ F� >1 �4 r I W N a) + F ro F m U m A CT+ > J N H 0 r-I O H O N Cl) -K �4 H N L` 00 a) I 44 'J N H N Ln N Ln N Ln H O i + N d H W ri d H k Q < ri 0 W 44 .0 i< C + 0 0 0 o O O ID O �4 ro m M L` o L` 0 r 0 r- U O C•ri N M N M N M r') N H H ri H l.L 'J-I Uri i + ,4 O O x � w 0 0 z a d' Ln N M r N r-I N 0) ri 0) O 00 CO Ln H Ln H Ln H d O m H a) A L- U ri W �4�- 1 0 r z 0 F Z 'k 4 w kD M � N LLn O U) U A m � W O o-i O F a o ?{ Ct, H FC UI Cl) F 0 rI w z a H U) 0 m E >C C U 0 0 0 0 0 0 0 0 a, * a) O m 1 O C-- o 0 0 0 0 0 0 0 Li �4 •ri •rl ro m * aG CL E -W r A a) 0 0 0 0 0 0 0 0 N U O ro a (1) Ln Ln Ln Ln Ln Ln Ln Ln H 4 m I ri4 F•r-I � a) >C v LWa U G o UU) �4 C Q H u u 0 5•ri O-rI m H 0 • O S U C-4 U >, o 0 0 0 0 0 0 0 O m 1J O O O O 0 O O O F R,m m a) ri a) r i (1)-r-I m U (1) U o 0 0 0 0 0 0 0 (1) ro r' o M0 x m a) o u44 o U ,-) u a) A a C • A U m O a) a) LnoG4 U bio U rI a) W u o ro ro A o O Ln ro �4 a) Lu O O ?4 0 4a o 0 0 0 0 0 O O CLI m r-I 4-L �J rn 0 4-) 0 0 0 0 0 0 0 0 L •rI }4 U m 'd 10 N a) ro ro m C ro d)V l0 00 00 Co fb m co LI) N �4 m > [cL a)-rI O O-ri 4-4 "P M M N N r-I H O CO N 4-L-r-I O 2: •ri a a) H H ri r-I H H ri H H 9 U) U F'i J-L m d)-ri Id x F wH °•°rn0roo Cl) a) �)-ri LY, p) O 0 0 0 0 0 0 0 - 3 C >+ C 4 o 0 0 0 0 0 0 0 ro U O I O 4-+ d)11 N in 0 m ao b oo Lf) H () Ci a) a) -H •rl (ti"•ri 4-4 dL m M N N H H O a) U) rl-r-I P a) 4-L (1) fd a) i r 1 H H H H H r-I F ro ro :3: >4 :J >4Ldb4J Ox O UU UO U w C I)) b di rl ro C 0 a)•ri C •� �d � C] w 0 W rx4 C U) ro •ri 14 :>4w Q a° a° ri N M d' to lD L, CO ro 'Z-z 0 a 01 M O M N O N \l� O H rl W (1) F rn Q Ga d• r-I ri r- d' L` di 0 d' L� O O o h 0) O V' 0) o0 h w Lf) d' M O [l H d' 10 h m N LLl W H IV to O M V M M H M �D W �,D d' W M H V N O M r-4 M LL) h m H M Itzp O N M W O V M M L- N w O rl N (-4 M (n VL V' Ln Lf) w L` L` W m M rl W W m O H N M Ln to r- dL VL V' LL) r- W 01 H N V' LL) 1� � � N ri r-I ri r-I ri r-i r-I ri r-i ri H ri ri H rl N N N N M M M M M M M d� cr d� d� d� � dL LIl L!1 lfl Ln Ltl H N< 4 O r•C'� x -- 0 z rr) W W L` Ln o 0) N V• L` [- 0) L- 1D v 0) 0) N V' H H Ln Ln N co O) O V' o Co lD co M M 0) N V' L- r1 W o H H V� L` O M O 0) h O M M o ff N 01 O cr H N [- Lo H M o 0) W m 10 0) h 0 o Lf) 10 44 d• d• Lf) to h L` co o O N M Vv w W (or) LD W o) ri w o Ln O Ln ri L- LD L` O d' N H o O H N M Ln O (d ri H ri H r1 ri ri ri N N N M M cr dv Ln Ln w 1D L` r- W W 0) O H N rl) VL Lo w rl ri ri H H H H O fA it V' ri JJ S 1< t` q N G W N �•rl C!] r H O z O F M o (3) w M M 0) L- LD M o m w M N V d M N o L- LL) fr) H W m N W L, to H r- VL O to M 0) 1D h M L- L- h 0 W W O m M In O L` M O r- dL O to W W ri d' O Lf) H L- (14 W M 0) H M N r-1 N N M Ln 10 1� r W 01 () O H M W dL Lf) Ln w r� h W 0) 0) Ln Ln lD r� h W W 0) O) O O 4) W V r-I ri H H H H H H r-I ri ri ri H N N H H H ri ri ri ri ri ri H H ri H ri H H ri ri 14 H ri N N K 3 �4 ri i U G� W F m H N Cl) rl 4-1 M N N H a\ al W L� lfl M M N H O W V• M W N LD O V' W N W M 111 W r-I to lfl lf) Lf) l!1 l!) LL1 Lf) S4 1p O r I to Ol O lfl Ol O Lf) O N Ln O N O M d r I O W l� lfl M N LD [� O W M V• W W O N V' W W a R+ 4-) Ul Ln L- N (q OD N d' (3) M Lf) O 1D W H L` 0) O) ri N Lf) 01 N 10 O d' W ri O1 O H M lD 1) N 1D 0) N LL) W O O \ 0 JJ r, W W W m m m 0 o H H H N N N W O) (3) 01 0) o o ri ri ri N. M O O O O O ri ri H N N N CL F4 Q ,4 fly ri ri rA ri ri ri H H H r-I r-I ri r-i ri ri ri ri ri ri H H ri ri ri H CL U ri N d� H # i< W it W W W 00 W CO OD W W W W W W OD W Ln Ln Ln Ln Lf) Ln Ln Ln Ln Ln Lo o 0 0 0 0 0 0 0 0 0 0 0 a m W W co co W W W co W W W W m W W N N N N N N N N N N N m Lf) Lf) LLl m Lf) m Lf) Ln m Lf) Lf) H Ul H H H ri H H H H H H H H H H H H H ri ri H ri H ri ri ri ri L- L� L- r- h h L` L- LI. L- r- r- O r-I (0 C N N N N N N N N N N N N N N N M M M M r` r` M M M M M M M M M M ly, 1` M r� M m M 3 U li o 0 0 0 o 0 o o 0 0 o 0 0 0 0 0 o o 0 o o 0 o 0 0 0 o o o 0 0 0 o o o 0 0 o F -rL F M (Y) M M rl) M M M M M M fr) (n M M u) Ln Lo Lo Ln Ln u) Lo Ln Lo Ln 0 0 0 0 0 0 0 0 0 0 0 0 S4 W VV W W cr W W d W W W W W W �D N dL W cr cr V dL d W TV N o N M d• N N N N N N N N U) w 0) m H M M Lf) r- h 0) H M W to r- N M M W L- O1 H M lfl L- M O V' Lfl ri h Ol r-I rn Ln L` 01 H M 4-) fA to •• N O L) (l lD h W 0) 0 0 ri N N VL Lf) LL) 1D L� W h W W O1 O N M dL Lf) � W h W W 0) r-I N M dL Lf) L� co* O 5 Uri 1 ri ri ri ri N N N N N N N N N N N N N N N M M M M M M rl) M M M fr) M d d V V cr d W (y •rl Q,' �.L Q Ul o O O O O O O O o O O O O O O O O W o o O O O O O O O O 1D N o 0 0 0 0 0 0 o H U O O O O O O O O O O O O O O O o 0 LL) o O O o O O o m LL) o v o) o o o O o O O o x C. E N W rl* N W L` N W r� N L� LL) N !` Ln Lf) N o L- N L, N L- N r N N N 0) to N L- N L- N r� N h F N O Ol 4J V' M rl) M N N N r-I ri ri O O O O) o) M 0) 0) W W L- L` lD 10 Ln Ln Lf) W cr V' V M M N N H H CO 4-) �4 Llj 4-4 r-Iri ri H ri H r-i ri r-I H H ri r♦ a M r4 PQ Q •ri z Q H F z M N ro ri N -ri O N N N N N > J-)•ri U) Cl) Ul ul U) U 1J N RS 44 44 4-4 44 44 pq o O N d to co O O O O U a O� a a a O co O P O) F W W W W F ni F Ld 4 pq � M O M N O N ' O r-I H W W A �4 rn � O �r o U a� rn x �Lnu) fq rd N H v< �1 G � F�•rt 0 z ul rn O r, W com o la r- On rl •rf l H H O In L1 �r ri Ll L4< W N G•r�i fn E H -- O z 0 F� N Ln C7 I.fl t` z H to N ri r I \ O As 1< 3 S4 ri i U f-4 W F rn H N U] •,i LJ Lf) rn 14 O M V) N N rn a o A o PI u f N W Ic W # 00 Fa N Ln to H U1 L` L` O ri r7 q • - }�., fa.X•rt O O I U F M••-+ F 00 S4 N O N w Ln O U N N— - v O L f.. 01 O �4 fa•.1 <r Ln 0 N Urf� W •rf r>; tz. q U] 0 0 W Al 00 H U P r. E v N o E1 N O En L+ CA lJ }f M LN F7 NtX4 pq Q H F z ° 0 k U 4J P4 > v Ld an 0 0 00 u 4J PL O\ M O M N O N \t` O H ri W N F m q Crl O M M O O O 1D M M M Ln d• H Ol O lD D\ M OD 01 1p l0 Ol � O rl Ol N d1 rl � ri O O h O1 a0 Lfl O N M M rn M 10 O (N 0 cr O O 0) N dr O N Ln M H L- m N M L[1 0 L- w m M O l0 w d' 1D 1D H m O dr 0 N Ol Ol N In N M lD Ol 1D L� N l0 W H dr Ol H H h H lD M rl M lD dl M O ONHOOHHMIIVW r-I H H N N d' d' d' dl W W L� r- [� 00 CO M Mm mO 0 H N N r`1 dr m ww w L` 00 0) 0 H N M dr rI H H H r-i H H r-I H H N N N N N 3 O U N H o 00 W M r-i N 0) N 0 [- W O0 P 00 W Ln H cr 00 w N H d' H H N L- L- dr 0) O1 W 00 O O N H r- 4J N O� d• 0 W 10 N 01 L- H Ln H r-i M N kD O d1 dr H H dr 1D N CD Ln (V m 1D 1D N Ln ri Ln O 1D O dr 0\ d1 .7". C ri M 0\ O M 1D ri ri Ln m N M r ri rrl m N 1D W OD r-i N LO 0 d' ON d' CO M OD 00 00 H M OD N L- r-i Ln O co Si dr Ln Ln Ln O O O O Ln Ln Ln 1D w OD Ol m 01 m O O o rl ri H N N M M M M dr d' dr Ln m 10 1p r` H iJ «1 m ri H ri r-i ri H ri r-I ri H ri r-I ri ri N N N N N N N N N N N N N N N N N N N N O 4 ri x mM O (D z a co M 0 dr r` rl M M i- dr OL N M 01 M Ln O N 0\ 0\ OD ri O1 N M OD Ln Ln 10 O M O n 10 00 d• O [- W O O O1 O a0 M H dr Ln O O Ln 00 M M 1D O M -A dr O1 L_ 1-1 0 Ln O Ln H [- M O co Ln r` r` Ln O Ln OD N C� (V H M C'- OD r-i M C- O ri M w r` O M Ln Ln [- O ri ri dr Ln [h H dr [O ri Ln Ol N N N d' 1D 0 M 10 O M L- O �4 rn M dr dr C r OD N H r-i N LV N W d' Ln Ln Ln Ln Ln Ln w lD 10 h h E- 0D co 00 OD 00 O1 01 01 O Co O H m H H H H H H rl H H H H H ri ri r-i 11 ri ri ri H H H H ri H ri ri N N N Cn co >v z 0 F C7 OD N Ln O\ 01 d1 Ln ri O v M Ln N d1 M N Ln co 10 r-i dr C- N O O N Ln O N m ko Cl) 10 LD r- O d1 N W z r- Ln L- H w d O Ln O H O cr O r` 0\ Ol d1 N Ln M M ri H H H H H H N dr H M O Ln dr M N O Ol oD H N ri N dr ko Ln Ln co O OD co H M d1 ri M 1D [h [- O1 O N Ln 00 H VI h O M M M Ln LO 01 N Ln W O M M M M l0 1D 1D L, O1 01 O O O N N N N N N M M M M ;v v zv Ln Ln Ln Ln Ln Ln Ln 1D w 1D r r A .m ri ri ri H r1 H H H H H H H H ri r-i ri H H ri H H H ri H H H H H I � W E m - F N H J-I CO m [n O O O O O O O O O O O O O O O O O O O 00000000000 O O O O O O O O O O W q-- a a� 0 m o 4 ri a W rd m-ri C S4 x rl O I N b F C d• �I -ri H 0 — O W U a H LI 10 W W m 01 d' dr \D O� In to O1 H [� L� h In N Ln Ln Ln 00 1D 10 M 00 N W d' O1 Ol N dr In CO N dr N [� O\ rQ C 41 ,>L H H L� M Ln M r- 0\ H r-I 01 M w 10 M O O N LD dr m L- L- H r- 1D M M M H M O H d1 O OD m O (D C , m M 1D LD L_ M m 01 o O 01 M M O N L_ L- d1 r- LD M r-I V O ri W m W O1 r` dr 01 dr Ol Ln O LO W -a H H r-I N M M vv Ln 1D l0 10 r 41 H r- OD m H H H H ri ri H N N CV ri H N N N F ri Ux W rn y l m � C H N r1 rd x U O a dr N N O O O O m O H H O1 00 M (n M kD 10 O O N M 00 H N H co m r r [h m Ol Ln 0\ 1D ri N ri co N I ri ri Ln Ln N N m O m M dr v 10 H H Ln O ri ri L� 01 Ln 1D 00 N r` Ln v 10 1D Ln N O M O 0) 01 H W I I I N v dr W m N N M m Ln OD OD N O M M L- ON Ln M ri O 00 r lD dr dr Ln O Ln dr Vr M M d1 W 0 J-i a I I I H H H r-I N N N m d dr d d d' Ln 1D r` co Ib m O ri r1 ri N N M dr Ln kD r` O W x I I I I I I I I I I I I I I I I I I I H r'i H I f I I I I I I I I I I •ri I G N -rl m r-i - W O H C4 F S4 W d1 V' O 0 H H dr N r` L- W N d1 M M O C- r` OD H dr H M M 0 d• M W 1D Ln 10 rn lD O1 N to O Ln [o O H H H 1D M O O 01 L- w 10 O N Ln Ln Ln OD L- r`') M W Ln N OD Ln Ln CO N co 1D 1D r` M O r1 1D dr rn Ln OD I D 44 ,'3 m N Ln Ln Ln O dr v 10 M 0 M M co r` ri H W M W M M Ln Ln to 10 1D 1D r` M Ol O H M Ln [- 01 a H ri r-I H N M M M d -;vM 1 Ln Ln Ln Ln 1D C, OD M O H N M M M d1 lD C- 00 m o r-i m r-I H ri H H H r-1 H H H H H N N C W I F N U q z H 1 0 0 - m rd b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 OOWNOOOOOO r7 U O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O Ln o o O o o o o Ln Ln O dr m o o o o o o M Cr4 W N OD 00 r` N OD 00 rl N 00 OO r N L- W M N L- M LO N O r N L_ N r` N C_ N N N 01 1D N r N [- N L_ (Ya [n C m 4-1 dr (n M M M N N N N H ri H H O O O O m m m O1 Ol 00 m C_ r` w 10 Ln Ln to Ln T d1 v M M N N H U b W -i r r H ri H i ri r-♦ H H H H H ri H H ri r-I S4 rd m O O-ri w aA 01 M O m N O N \r O r-i H W a) H rA Q w rf CO 0) 0 ON o H co r O N l0 ,--1 M r co rb fo NNN (N O x q H im � r u a) 1d �4 r r fp oo H 4-1 (d N N N N N O � � A x N cn— o a) z rx Lo Lo co H d r M N H H O dr fb 0 O S4 14— r-1 H r-I N r-I 1d_4 Ul LV LV N N W 1A U] ril �H z O H 0 wrwrn z OD 00 r-I w H w Ol m d I1 !4 r rmco fd-i N H 1-1 H r-I � A � W co H a) H 1.1 EQ N Ul 0000 a a) O N O 11 r-1 04 W (Cl w-A q la k �+ 0 C14 10 H•r�i H 0 0 W U a H 41 fT r W H pq 0 1J >, -. m O O O1 � � f(dd 04 Cl) N M � 1 a) 41 'd•r1 m m m rn H W k fd RS �- U 0 a N V Ln w a) orWo R m Ln Ln W r-I W 'IX r-I N N N -ri 1 F. N •rl CO H W 0 H P4 p N H ON a) Ln Ul 0 H 44 r-I rq d� ] 44 '.i Ul N Ln co m (7a CL M VI u) w ul ri N N N N ��H 0 W X ,7a � H •r�l O W > b U 0 0 0 0 0 >l OlN a)^ Nr NO (Y) fll 0 En 1J H CD •ri fd 44 U ro iJ m-- �4 fd to 0 0•ri w on 1 rn m oM �y O N 00 )o jlM0MNON H oN A 01 0 0) O M M CO Ln Ln d* N N N �V W �� ~ Vr W 3 E ��� N C, a O VN r N ri -I mrnrnmrn0) mrnrnm rn `� rir-i rir.i .� •� A m� rnrnmrnmrnmrnrnrn rn �� r-I ry 0 4J X Ln In Ln Ln Ln n Ln n Ln Ln Ln ,_ ti �? m o�j m cy) rL CO r-Ial al �n �LO Ln LO Ln -q � 0) 01 01 1 p) N w H h co rn Ln Ln ri c0 O �� �\ u) Ln L~Ln r-I ri 01 Q N lll fA r-I M V Ln M W L` N m M Ln .-i CV '--/ ZZ> Ln Ln r'i r-I ri C.J •ri �.' N-ri O O H H W M 0) r-I L- N N _' CV C'7 N O cr N Ln -,!r�i � X H H LV N CV r,� [\ Ql O rl N N dr Ln ul H r� 00 V C-) 0 0 l0 Ln M N Ln r-I r M OD m N r-I Hrl N W m N O wko CO M M M V VcH W 00 a LO ry ~ H M Z ri CXD. �O it -ri nS N•r1 O O O O O ri r-I r-i �, al ^/ ~ Vr U] O r-I it ri lll �I LA ~ � b FC N 04 U) CO ~ N NN N � � V, r? � MM ri � � ~ m ~ ~ ~ ~ i iri Nry � � 0 00 00 � `"� NrI C', y ti o 0 0 0 4 N �O �^ 0000000CD 0000 0 0 0 0 ~ ~ ~ ~ H I Iri Cn � •,i (D-� 0 0 0000000000 00 0 0 0 0 0 OFCaF' m x o o p 0 0 0 0 0 0 r 0 0 0 E m 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 0 4. H �+ O NCO W L- N 0 0 H r-I M r'1 0 0 0 O O 'O O O lll r--1 W r-I r-ir-Ir-I M M M M d' VL Vr b `O O O O C. O O art o 0 0 0 0 0 0 0 0 0 0 o p p o 0 0 0 0V LO N co010 y ry 4-4 LH..I A 00000O000p r,) r? M Vr V' riN Mc}r N dr dL H i Ln Ln Ln O L- L- Op O O O ; ar � '� M M nVL O O O O O O O W ♦< -ri •rl N-r1 O O O rl w m m O L- N N M p fk'j n r-i a -I J�4 W H H N N N L l ko Q0 co 0o P PO CO v M d' yr co l0 o r I ry r N VrN Ln ry O w 00 �i W L� L� L- N Ln Ln M L` O O Lfl N M V U, Ln V, O O W tD 0) a 1 ol N L` L` � r` L` r` L` r� 0 10 � lD �O ~ al Lr) raj 1p !`corij Vr W co Lo aro � � � Lr)� Cr M � NC L bLr�i U, V) CO E+ VrOorndrrirloLnr-I r-� O �p r,.� ry ry � Nr' NN NNry *cv 44 q Lnmm zv v 'ZildrwMMMMN iy CN Ln A N N ry C, C. ry r'I ri Oo 00000 NNNNr-i 41 b Ln M M w H O O Ln O N N m o 0 0 0 0 C;p O 00 O O WO r-L r-I r-I 0r-I 0r-I 0 rl M M 01 M r- E- r- - ri �D � � OLn Nn NI\ � � 0110 tD ul 'O R' �NNNNr"I r-I ,1 MMN ono LnN N Ln L` L- O L- 0 o M H h L� W N O O N b ~ r-i H rj Ln M N N W N H N A c0 OD [- p1:4 r- r, L` W W W In Lndr C j L\ L`1 ry N L11) `r I o a' CO H Lo LO z V s1 � 'n n d o t� to V �n H � N N N r-.I ry r1 roi r01 0 Lb m y (� N F CW.1 N (') M M cy) zV v Ln L- 0) m o Ln ri Lo H Lp N i z A H r-♦-r-1 - d oornv oornd 000 • . N � �] AEn co hL- [- L0 �0 t0 t0 Ln Ln Ln to Ln � r.�j r,�jM rn Mcn ry Lp to ~N � 0) W r,7 O 0) 0 U U fu-r N 0000000000000000000 Cj 0 0 N N N,y~~~ LO M L,�) N N -H M O M 4J LV OD 00 L- N co M h N OD OD [- ry � ' • � 00 00 O O O r1 'd - L4 (d W V rr) M M M N N N N H r-1 H ri U) N r\ - • O u1 O O N O CL [q H ri H r-I rl H H r-I H H H H y r0{ O 0) Ln N O o O O o 0 A a A ~ C;, co co�n�(�N N o��o 0 00 p ti rnm o� cV O \r vA 'd 00000 0 r•I v r-1 ri ,1a 'd G'i r-I ri ri r-I r-I rtS N-ri W al 3 •d Q W H H U N 0) 0) 0) 0) 0) Ul rnrnrnrnm A m id v- 1 rI rI rI r1 rl O 4 M u) ut Ln u) Ln r-I Cil •dT7 in inrcomo O v N (!.— . • . . . V + C a) •rt rrrrm �-,p,i Iry er w <r rxn Aa,E U) r-+ a; O � U O x 0 rnrncoco Zfa vim omrnmrn Cn i, •r/ iU v -rl r-1 0 0 0 0 r-ivNU) P,.0 u .y [a aEn Cl) FC a) a C1 [a o m ri (1) 00000 c- S4 TS C U) O OO OO W N a) 0 u) (n CI) •r1 •r1 a)-4 00000 .-1 U) ?4 to z 0,U C ) x o m aH H C7 W rH7, -r0i N�i N 1. r w �d w � rts v-r1 0 0000 U r-I Ik l4 U) W 44 a E+ a) H A i, 'd bl U1 H (N v W u) (1) CrA -r-I• v 1 r r` r r r a ri'd �4 Ul `r w IT �r �r P P+ RP',ad) 01 'x _ Fc4 vu N d' Fi DD u) N OI 0 r-I O r InmOo aO 0000 H 11 d O fx H P o o a o 0 r�-�--. 00000 4-4q C d r N O O rJ4 O 44 r-I v 18 C LL � -r1 q v k o ir. 4a HU1 r-I u) N O O p. 444 riOOOQ � U) H v i •rl p H U] E+ d U N O1 wrloo z H Q b 0 00 0 0 0 44a) a) 1 •H m EQ Id q 9 O U o 0000 � U 0 00 0 0 r-1 •d 4-1 O r N O M 4a r-I r-I 4-1 Id U) rs, m a) O •,1 A a A i O) M o M N O N \h O rl rl W N F Ln Q Ga Ol N d1 M 01 M rl O Ol In O O M M n I'D o) H M of Ln o M w o M m (N I.- o o Ln ko u) m w h M M M d' m O N M m M M N d1 N r1 M M m o dl d1 N w N M lD N o1 m O ID L` ri N Ln M Ln m 1D Ln L` rl L` r- O ri L` h O N h m H d1 Ln m O d1 Ln Ln O N w H w N h M O Ln Lo h d1 r-I m h Lo d1 M N 11 H N N M M d1 d1 Lf) Ln 1D W W LD Ll L- r- r m m m o) o) O 0 r-I N N Cl N M d1 d1 Ln w L- oo D) N ri r-i H r-I H H H ri H r-I ri H H ri ri ri .Q 3 O U o N o) Ln m O W (V d N M o kD h ri Ln M o) 1D r-I M Ln M LD O �o M H H ri M moo m M OD o rn m r, 4j N OD lD m W d1 O N ri o) M Lo d' 4 M N OD OD M M o M H N d1 Ln r- o) ri M N M m Ln L- m O H N 'd G' o o r-i N N N M rn M M d1 Lh m N N M dT d1 m Ln �lo r- m m o H M d1 d1 d1 d1 Ln lD L- M 0 H N Cn mS4 H H H H N N N N M M rn rr) M VI Id, d1 dT d1 d' d' d1 d' d1 d1 Ln Ln Ln Lo Ln Ln Lo Ln Ln Ln Ln wLD kD H 1) b U] H N A O :J ri x rj] w- O a, z x Ln M o) H M O O N N N M LD O r- ri W ri M CO d1 O 'r d1 o co L- LD L" m o d• N ri m Ln d1 o L- Ln Ln H w ri M m Ln m o L` M Lo D T ri Lo M m LD D1 0) Ln r M N o o) m LI- 10 kD Ln LD ri Ln d1 M N O m m ri m of m m w L` L` m Ln Ln LD h h N N co M M d• d1 Ln ID r- r- m o) 0 ri H H N N M d1 Lh W 1D r- O S4 34^ H H ri H N N N N N rn M M M M M rn M M M M M M d1 d1 d' 'd1 d' d1 W d' P d1 d1 d1 ri rd-r-i W r a) Q q z O H C7 M rn L- co ri L- m m L` m M M Ln o N Ln M N H oo Ln Ln Ln m H LD ri L- d1 H LD N d M w o M Ln o Ln Zi ri Ln m m Ln m ri N CO ro d1 Ln ri m o ri Ln N Ln d• m ri LD M H OD w M ri o) m m M r- d1 N of LD dI ri H w 10 L` L` d1 41 W Ln ri H N N M h r- co m m m m o) O ri ri N rn dl d1 d1 'c Ln M w t` L- m o) o ri ri H ri N N N N N N N N N N N N N M M M M M M M M M M M M M M M M d� ((p-CCU N Q A rA I rl W r= E-� w H W co co Ln O o O O O O o o O o o O o 0 0 o O O o O O o o O O o 0 0 0 o O o O o O O o O (D o W G a a, 0 w O 4J ri a P+ rd Ln-rL G s4 x - 0 N 'Cf El dL S4 rl ri O 0 W U a H .0 H M M lD O H L- h OD Ln H N o) W Ln M of M o) H m L� o) m d1 N L- m FA r 4J ,7r^ r-1 oo d1 d1 w O H H Ln kD Ll Ln Lo H r L� L- M ri ri o) h r, L- m m OD m N m Ln co M m d1 0 r- o N G LA ri r1 H M qv d1 d1 w m o) m ri M d1 d1 w Ll- m H " L- O M w o) o) o ri rn LD 0 M r- H d1 -a li H H ri H ri H N N N M M r`-) rnM d1 d1 d1 d' Ln Ln Ln w lD Ei rl H � W Q1 C ri N -r1 rd a U i O a r-1 N N o d1 ri ri m w m m d1 Ln o Ln Lo v ri o) M rn N o) o) d1 M Ch Ln m d1 d1 Lo N ri d1 m ri H Ln d1 N ^ I I I ri Ln o) o) o o) w w o) N LD H r-I m r d• d1 Ln o N o o) m L� r, L- w W OD M 0 ri M W O) N W I I rl rl N N N W In 1D lD L` m m of o H N d1 m L- m H M m Ln m LD m O N d' to m H O 1! R.I I I I I I I I i I I I I I H H H ri r-I H H N N N N N N N M M M M M d1 •rl I (D U] r1 W 0 H W a Ei S r i M M N d 0 O1 0 M O O O m M M ri O ri r 1 In M d 01 0) In N M 1D w H m m N In d o) m M co O m m O M m m N m h w D 4-I N r-I rl r-i N M M M m w L` L- m o H H N M d1 w m H ro m m O o o N M m m H M m m P4 r-I H H H H H ri ri N N N N M M M M M M M d1 d1ul d1 d1 [ ca E- N Q1 F: z E F ri O 0 � � N m �d rd E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m o 0 0 0 0 0 0 0 0 o LD N o 0 0 0 0 0 U 0 0000000000000000000 oc3m0000000Ln mc> NPmo00000 F 4 O)^ N m m r- N m m L- N m m L- N r, Lo Lo N L- Ln Ln LV o h N L- N L` (N L, N N N o) LD N L- Nr Nr [Q Ea [y"' N .L.J d M M M r) N N N N H r1 ri H o 0 o O m o) M M o) m m L- L- W W Ln Ln Ln Ln d1 W d1 M rn N N ri u 'O W H H H H H H H H H H ri ri H ri ri rii r �4 rd m 0 0•r1 w aQ i m m O m N O N \r O r-i ri W a) H N Q W dL m Ln Ln Hrtoio N r-I r-I Ln rI O H N N d �N NNN N 3 0 U rmrnco 4j w oo ,-I r H 4J (d W O C V A x EnU)- 0 v z x r r-I Hlo rG rrrH H Co 0) O r-I O S4 S4— v dL Ln Ln H ra•r1 La r a) qA W 1 1 r-i 1 co >4-- z 0 H 0 m r-i Ln N z 01 r Ln 01 H O r-I N N as �4 wdL 'If w �C aa) A A 4 r ri co SC W E F a) H 4J Cf) W ?4 W U] 0000 C-- a a) 0 w 0 4-) •1-1 a( a ro Til-r-IC �4 x + 0 N •d EL C dL )d rl r-I 0 0 W U a H 11 m di m r W C N 7+ Lnwmm a) rJ •r1 H r-I 14 m C i a) -H U 0 a oD w 0) N a) O Ln O r-i W w 0) O O iJ a IT 'Ir v Ln C �X -rl L F'. a) r{ cn r-i W 0 H a x E vi 0 m H ui ui p w m NLncom p, m Ln Ln Ln H 41 ri cil L p a) L C z e N r1 0 0 -- x a) to 0 U 0 0 0 0 0 'Jr mCL a) Nr NO CA W 0 LA J-L H a) -4 rd W 0 rO 4J Oq 14 rd W 0 0 1 w 00 ,� f: I m M O (`) N O N ,� 0 0 0 O r-1 L- M r- W M 14 O N M W M M lD M w rl d' I-- r- d' In o m m H m m d• o M m M m w \l� m m m m m m d' w \O N O d' M H O m M L- Ln N m w m No m � Ln cr d' O O o o m w O L- r- O r-I a) rl rl A '� Ci m m m m d' M N m N O O m L- w Ln Ln Ln d' d' LD Ln Ln Ln Ln L(1 d4 d' r d' d, Lf) Ln Ln Ln d' t0 N•ri m m m m M N N r-I H rl H W a) 0 •ri A 0 �l [� r-I-ri U KC q N m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m r-i m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m A m r-I ri H H r-I r-I r-1 r-I rl r-I H r-I H H ri ri H r-1 rl H H r-I r-I r-1 rl H r-I r 1 -1 r-I H r-1 H r-I 14 Ou u) Ln n Ln Ln u) Ln n Ln n Ln Ln Ln n Ln Ln Ln Lr) Ln Ln n Ln u) Ln n Ln Ln Ln Ln n u) Ln Ln Ln Ln n Ln Ln H m- N 00 fn W m r-I N It O OD 0 M o H r- m H N d' r, H O M w N H Ln d' O o H M N H d• W LO M M O N N N O O M M r-I o r W LO l Lrl r-I d' CO r- m M N 1h m 1` oD M C, O M LO O N N r d' Ln W L- M m U -rl 0 (L)-ri O O O O H N N N d Ln Ln Ln L- co OD co m 0 r-i co co cD m m 0 0 ri rl H H O o 0 0 0 0 0 0 0 ri-ri S4 m ri ri rl r-i H H ri H r-; H r-I H H H H r-1 ri H �O CO O U m O H L- r- OD tb N N r-I H (") M N H H Oo r- LD W r'n N N N r-I r1 o o O m m Ln Ill Ln r d' Z * c$ S-I U).- O O r-I r-I ri ri M fn fr) M d' d' d' d' d' d' cr d' M M M M M M rl) M M N N N N N N N N N N N co U) it •ri (0 a)-ri o 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O o 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 k H (1) )-I m a� V x m a cn cn— H ca H m O m ri a) o o o 0 o o o o o o o o o o 0 o O o o o o o o o o o o o o o o o o o o 0 o o 0 �i b q m o o o o o o o o o o o o o o o o 0 o o o o o o o o o o o o o o o o o o o o o 0 � a W ) O m-, . . . . . . . . . . . . . . . . . . . Cn Cn -rl-ri (1)-ri o o O o o o o o O o o o o o 0 o o o o O O o O o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 - H m )4 CO d P44 o E°., �_ H C9 m 7� P: O N d' d Lf) w r- L- r- L- L- � r- r- h m m m m Go m m o 0 ri ri N N ro dL m m 0 rl N N M d' Ln H O 10 m 0 0 ri ri r-I r-I N N N N M M M M M M M fn M LV N N M M M M M M M M N N M M M M rn M M a -ri a) r-I m . . . . . . . . . cY 4-) • 1 M q) r1 o 0 0 o o 0 0 0 0 o 000000000 00000000000 000000000 u rl�C a) 04}�� +�x H4-4 R � H (1) H q U) N lD Lf) O V' In Ln OO M H rl LO M d• o o M M LD o N H It W H o M N h lD co d' N O N M M r-I co -k r0 d)m O O o M (n O o M w OD O H r- 0 m to M Ln m o d' W O M O ;V El N d' m m 0 H m In In * w q W -ri•ri a)-r1 O O O O I N N N M d' d Ln LD OD W W m 0 0 OD OJ W m m 0 0 0 ri H I m m o o 0 0 0 0 0 Oa �)'d J C H H ri rl H H r I r I H ri ri ri li ri H a RL a) co N d' Fi d' W w d' M H H rl r- d' d' fn L- O L- L, N M o o 10 W m N d' L- O rq Ln m m 0 m N wo d' m M H O-� LD LD LO LD l0 m m m m d' d' M M M (N N LV H r-I O o m co c0 L` w Ln Ln Ln Lo u) d' d' rn N N FW-1 N li '-� ri r� H H r-I ra r� H r-I rl r1 r1 rl r-I H r1 r� r� r-I H r� ri H O O O O 0 0 O O O O O O O O o H J-) b W O- O W4 I r') rn M M N N N N N N N N H H ri H H r-I r-I ri H r-I ri H O O O O o o O O O O O O O O O Hy4 . . . . . . . . . . . r-I-A-� 0 0 0 o o o o 0 o O o 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 q R m M M H d' H H rl ri OD OD d' m d' oo CO m W ri H d• O N H H H N d' r- r-I r-A r-I OD Ln O Ln H co Ln R a) N Ln d d N r I H O m L� 9 r� Ln d M M N 1-4r-I r-I O O m co r- 1D Ln d M M rl) M N N N ri ri O o OO 0 4-4 r-I r. N N N N N N N N rl H H H li ri H rl li ri ri r-I H ri a v � •ri q m >C -- Si a) 0 1- cn 41 H m OD wm m N H H m w ww d' N o w LD m m m m m r- O N W r O d� w d' i' d' H m Ln N m w r Ri a) r-I-ri m OD OD CO w w Ln d• M M M N r-1 O 0 m W W W rl- L� [� 1D Lr) d' V M N N N N N ri H rl O O O H m 44 q C" ri H r-I r-I H H rl r-I ri r-I ri H rA r-I r-I co m a) L -r1 �D a) q q �i z 4f H U] CLD I- n Ln M L,- Ln W L rn d' ;VN N N m m M Ln ri H r- dv m N Ln m d' m d' O o O OD lD r) O r- Ln rn ,7-i C: E'-' r--1-ri-� W Ln Ln Ln d' M M rq Cl rl r-I H 0 m OD OD oD r- r- L� LD W M Ln d' M M N N N N N r-I H ri r-I O O O 0 (a a) 4 i ri H ri H ri r-I r;' H H r-IH ri rl W (0 q O U -r1 a) O O O o O o O o O O O O O o O O o O O o o m O O O 0 0 o 0 o 0 0 w N o o O O O �H U o o o o o o o o o o o o o o 0 0 o 0 o o o Ln o o 0 o o o o In M o d' m o o o 0 o a) ri b O m J) N W W L.- N [O o7 d [� N OD CO N Ln 11 N [� Ln Ln N O (- N L� N N l- N N N m lD N [� N <` N H rCy 4-) S4 (0 44 • (`•) rl) M N N N N ri H li r-I o 0 0 o m m m m m O co L, r- wW Ln Ln Ln Lf) d' 'r d' M M N N 44 (0 m G4 (A— r-I r-I r-I H ri r-I r-i ri H H H ri r-I r-I ri rl ri m O -r1 q a q i O r+ N O AGI EAU W m m m m m rI W m m m m m ro W-rl H H ri H H Ou rn In In rn rn rn ra m� 3 F4 mrn0 kD d m m 0 H H H O ID0rn . U -H F: W-H o ri 14 H H r-I-H S-1 U] H ri ri H rl CO cx O 02 N N N N N W ca is -H rd W-rl O O O O o H W 14 m aJ1. 4Eol Q�Co Co x FC W K4 r-I U] O UI ID 00000 h 1-I 'd F' w 00000 W 41 N O ul� U] U] •r1•r1 W•r1 C. O O O o H Ul P m as4 ,Jx ul 0 rd E° F ul H 0 'd UI rnmMMrn a -4 W ri W p� 41 -r1 rxd W-r-I0 0 o O o FC p to � a�C �]x W w F4 H W w H Q H is W p \ W is •rl-rl WrA•ri O O O O O O (4 G YI x H r-IH H ri z a � 0 M-- 0 - F N U do F' 00 N r- N O W H O-- HHOOO W a- 00000 W a ro W Q H 11'd OQ O�- \ O P � F 0 0 0 0 0 H F S1 C. 44•rl CD, O O O O H 4a A G a W r •rl O H F 1.1 MNr- OO U pi W 00000 a 0 r-I H 41 [c4 Cu O 4-4 r-1 Q1 r: W P+ W :j -r1 Q Q m x S-I W 0 x \ En 44 \ W N r-I O O O H m • S-I 0 W W ri•r1 00000 H F w 44 Q Fi F �Z 4 z H U] O F b 0 �4 N H000 H z q F r-I-H 00000 U O ro 44 Q 0 W m o u Q "A W 00000 U a1 q W o0000 pa r-1 'd V S4 rd 44 H H [� N O H 44 rd w u. [Q— z W O -4 H :, I Ei Ol o M a m N o W fU w C) rn W U �r O a x O z rn o E Q W W W W W W rl H N O x W W In H W a^ O * Ff, H H H H H H q I HU x Oaar m x °a W a) raw U p � � x XHa � � a H Q r�F� fg y �° a W yl U) Q W x I 44 H H H * o H F 00 W Q mWH rl EiC7H H P W O H x a a r-I OZ -' * ll EpE-IZ U W H d� F-* I H O W W p m; U zz x z Eaaaxorxz O W E-I o Ln Ln ix H O r=, O W U H H Ln o * p4 p p x W E-I Q H Q wLLnnM * UW W rrrpppW��� FEi rC W N qqW El H W * 00wx00 IziE� ^ o W FC `� Hx * £ Z f -- 0 > WH oD x Wx ^ Wzz N am m ^ U a s I F oD w F C7 m 44 W H FC un in H m r N a Ln U W U x of w w a o w H p: Ln m-I 0 � * S N FE+ o 0 H 0 0 I * 3 Cxcn z O * W m Ol H > o� a Z H H x �+ p glom U O Z 7-� U] O W UC7El E- ^ Ln Wp N Ocrrn H H H m w z z W U O • • I- w H a H O g Kf H U w o N U) 0 W^ Ol rl U O a H m W I N H 4 a Ei N Z Q NH ID � r z 0 H H PO H `l z H Ln Ic W qH z U W a a s FC m Oz H P 0 w n Qa Ow o a Ei �o * 0Nw x ° z W W CO x w p w; H N U P4 W � Ix pC�q ww PI Q!E+ E-i a M W Hw � O FC w m * « Q z m rG O W O a FFFW��I o EH-I W r I H al m a VI o o 17 [7 U H p4 �A ik m m W alLnN P4 H N UH W U H w r a) rn x m x �C a m o H W Ln U H L` H W U E 1 Ci ppqq m rl W W Ei p Ln a m OD Z p; o Ln E+ H r� W H O Ea a m x^ M Pq m -m H o rl r-I E+cil O Ea Ln CL ul W p; H CQ N 1:4 m Ln W H W W a 1 �C fx aam � Cl) 0E4 O MNwr nl U - a m-- O r£� rCr-Iw a) o ko Ln Ea m o w Ln U H Ei Ln , Z LS Ln Ln w N W o � �a�Gx^ N HQ^ HF H U z 'IV N Nu W Q Zi w Q LYi Zi O o FQ Ei IC 0 m w m W HH W OH 0 o a M H L, M M W > $ a I7- O U 0P0 H^ m � w^� * m H P M H 0 0 � Ln Ln W o M Ei C7 W H w w I H H a p' � Z ca Ln w o H o P+' Z Z H p: In dl Ei CL H W H LD m W w N O aD 0 w H F QL Z Ic-1 p; m Ol O U N N N N m P CL M Fq H W N W W i� QQ o co w r- p; O W M LI1 o * w opN �D « aH^ N Zz p+ W 04 P4 z p U N co U W N H OH H H W^ o 0^� �+ II W W H Ea Ln m � xx Paz N HEia � q a oav o � � zz fQ H H H w H H N a H Lr 1D co O U Cal 0 O w N O U W U o 04 w H H ^a Cl) oo �j 'JC N N E � W F4 U O r77H1 F O Q Z W m x - LD Ei m rn rC PE� C w Ei wa arm z H aEi H z � U p$ O PQQ H W U H EiHMLn Q 0HH rl 0 w z O P4 o m � a 0 q m m * H H ZZC� D * Q w rx oa m > r' i I City of Arlington Community Development Building Division 238 N. Olympic Ave. Arlington, WA 98223 360-403-3551 Certificate of Compliance Permit Type/Address: Building — 18825 67th Ave. NE Permit #: 09-0232 Issued: 12/17/09 This Certificate issued to: T-Mobile Telecommunications This certifies that work at the premises indicated above conforms substantially to the approved plans and specifications heretofore filed in this office as it pertains to the application submitted, pursuant to which the permit was issued and appears to conform to all of the requirements of the applicable provisions of the law. This Certificate of Compliance is issued for: _ Telecommunication Tower/Facility Dated this 91" day of April ' 2010 Bui ding Of icial I 1 I I •%I CASCADE TESTIN -i LABORATORY, INC. 137747 TESTING&INSPECTION PREVIOUS 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425)823-9800 EVERETT (425)259-0817 DAT ` CERT. NO. VC7�-j- FIELD REPORT PROJECT _ LOCATION TO: OVA OvoTA-k BLD �V��� /� \�'�► MG d0�1Q8 PERMIT NO. OWNER WEATHER TEMP. AM PM ENGINEER ARCHITECT ATTN: CONTRACTOR (2) (3) INSPECTION PERFORMED —LATERAL WOOD ITEMS INSPECTED _ FOUNDATIONS — RESTEEUCONCRETE _RESTEEL ONLY _ FOOTINGS _ SLAB — RESTEEUMASONRY —S STANELDING _ AUGER CAST PILES _ COLUMNS — EPDXY STR.ST/BOLTING — DRILLED PIERS — WALLS — OTHER — BEAMS (LOCATION(AREAS) ` c"" (5) CONCRETEIMASONRY MIX NO. DESIGN STRENGTH(f'c) SUPPLIER TOTAL CU.YD. PLACED SLUMP(INCHES) SPECIMENS CAST AIR CONTENT(%) CYLINDER REPORT NO. ITEMS INSPECTED WERE IN CIDNFORMANCE WITH BLDG.DEPT.APPROVED PLANS YES NO ❑ REMARKS: /o� \� )PON TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT INSPECTOR(S),NAME(S)PRINTED BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY,INC. INSPECTOR SIGNATURE REVISED 3/09 SIGNED BY /'l COPIES TO: , I I� I I CITY CIF ARLINGTON 238 N.OLYWIC AVE.-ARLINGT'ON,WA 99223 41 PHONE:(360)403-3421 "' Parcel No:.11051400302 700 T Mobile T'ekcommunxutions Facility Jc icy Smith tbd 7600 5TH AVE S 15340 NE 92nd Street,Bldg D SBATIZE,WA 9910& Redmond,WA 9802- Phone:( ) - Exl Phase:(425)7736094 Ed. LICENSE#: EXP: Email: EMMI ' sm' 1el i6c_mit Licit. Exv IecN: EX , Telecommunication tower/facility E-mailed application data to Chuck Williams,sfFuct al consultant,the last week in Novcmbct VALUATION: $1(10,000 PERMIT TYPE:Commercial PERMIT GROUP:Miscellaneous NUMBER OF STORIES-0 -- — _ TYPO OF CONSiTRUC1 ON: NUMBER OF DWELLING UNTCS•0 OCCUPANT GR IW- CODE:2006 OCCUPANT LOAD. BASEMENT:0 SST FLOOR:0 2ND FLOOR:0 BASEMFIV7'•0 ' 1ST FLOOK 0 2ND FLOOR 0 3RD i7.00R:0 QARAGE:0 DECK.0 OTHEH:0 13RD FLOOR 0 GARAGE:0 DECK!0 OTHER:0 U UIRLD PROPOSED: PROPOSED: RE UIRED: PROPOSED. HEI(ifil'ALLOWEDO PROPOSED:O RE : PROPOSED: SEIEACK NOTES: I AGREE 70 COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND 114 MNG THE WORK AUTHORIZED THERHBY,NO PERSON WILL BE EMPLOYED IN VIO(,AT1ON OF TFIF.LABOR CODH OF THE ST&E OF WASHNGT ON RELATING To WORK mw1$ COMPENSATION INSURANCE AND RC W 1827, THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISJHLK QWW Y AND ALL FEW ARE PAID. i� Z_,��F -7 /1) 4,� A17 3 l Name Da §Y Date AMNTION ITS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CE RTIMATE.OF OCCUPANCY HAS REM GRANTED.USCI091 WPI I D/MCI 10 ARCHIVE APPLICANT Q ASSB R Q OTHER BLD20090232 Ulm • Lot line stakes must be in place at the time of foundation/setback inspection. Please notify the Stillaguamish Tribe prior to ground disturbance.Pat Stevenson is the contact and his phone numbers are 360.631.0946 or 360.435.2755 ext.27 • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications,installation instructions,and applicable state codes. Provide manufacture's installation instructions on site for)Building Inspector. • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve,an approved listed expa isiort tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the ater line as it enters the building. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check the job card for all required City inspeLl iows including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations,and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shuto . • Provide 2A:IOB:C portable Eire extinguishers at locations as noted on af proved plans. • Final Locations of illuminated exit signs&emergency lighting subject tr P field inspection by the Building Official. • Request final Fire Department Inspection(360)403-3607. • New and existing buildings shall have approved address numbers,buildi g numbers or approved building identification placed in a position that is plainly visible from the street or road fronting,the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public vay,at least 4 inches high with a'/z inch min.stroke width on a contrasting background. • Call for locates of underground utilities 2 business days prior to any excavation. 1-900-424-5555 • Call for required inspections as noted and prior to backfrll. DAt� �'? I1c`3G c'''';• 'ar jrr 'KF'j may' •)r t { a 1 Ain CL bue 12/17t2009 C-Building Permit Fee(QTY: 1.00) $1,209.50 $0.00 $1,209.50 12/17/2009 C-13uilding Plan Review Fee(QTY: 1.00) $786.19 $0.00 $786.18 12/17/2009 C-State Building Code Surcharge(QTY: 1.00) $4.50 $0.00 $4.50 Total Due: $2,000.18 $0.00 $2,060.18 THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DON I_ON PRIVATE PROPERTY ONLY,ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES.ETC.)r LL REQUIRE SEPARATE PERMISSION. BUILDING/ENGINEERINGIPARKS/UTILITIEi/FINAI,(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,ai id whether you prefer morning,or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In 1 i • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-Exterior • C-Ceiling Grid • C-Framing • C-Wall Insulation/Caulk • C-Sheetrock Nail • C-Building Final F-Fire Final • C-Underfloor • C-Gas Piping Groundwork I 1 COMMERCIAL REMODEL PERMIT APPLICATION s � Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FIVE(5) SETS OF CONSTRUCTION PLANS, FIVE(5) SETS OF SPECIFICATIONS, THREE(3) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: 0 Commercial Remodel 0 Commercial Addition (E Tenant Improvement Project Address: Parcel ID#: 18825 67th Avenue NE, Arlington, WA 98223 31051400302700 Project Description:Wireless Communications Facility Legal Description: S 14 T 31 N R 5E Project Valuation: est.100,000.00 0.00 0.00 Owner: T-Mobile Phone Number: Address: 19807 Northcreek Parkway N city:Bothell state: WA Zip Code:98011 Contact Person:Jeffrey S. Smith Phone Number: 425 773-6884 Cell Phone: 425 773-6884 Fax: None E-mail: jeffrey.smith@telcopacific.com Address: 15340 NE 92nd Street, Bldg D city:Redmond State: WA Zip Code:98052 Contractor:TBD Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Plumbing Contractor,NA Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: TBD Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described ropertty will be in accordance with the laws, rules and regulation of the State of Washington. Dec 3. 2009 IW' Applicants Signature Date Jeffrey S. Smith Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received eceipt# Date Received WEB Forms—188 Page 1 of 1 04/08 sb -�)(.c-an�rgo03 AD UN I I 'f valm®nt STRUCTURES TRANSMITTAL MEMORANDUM To: T-Mobile S.O. 12944-69 19807 North Creek Parkway North Date: 10/22/2009 Bothell, WA 98011 Project: 142' monopole Site: Arlington (SE7101A), Snohomish Co., WA Cust. P.O. Attn: Holly Camp (ph:425-931-5868) W Prints e are sending ❑Disks ❑Documents � the following: f No. of Drawing Number Dwg Description Copies Rev 3 monopole design calcs 3 monopole permit drawing ut(, 14 2 Notes: The above drawings & calcs have been PE certified for WA. If material received is not as listed above, please call 800-547-2151. ❑First Class Mail ❑ Others ®UPS wrif []Priority Overnight ®Standard Overnight ❑2Day ❑May Chris Blaume ,P Specialt�Structures Group,Valmont Industries,Inc. 3575 25 h Street SE Salem,OR 97302-1123 USA Toll Free:800-547-2151 Fax:503-316-2040 www.valmont.com 1 7 CWA CONSULTAI 4, P.S. STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 8675 E.Caraway Road,Port Orchard,WA 98366 (360)871-5433 FAX:(360)871-5633 E-Mail:chuck.cwa@verizon.net December 14, 2009 Project: T-Mobile Cell Tower SE07101 2006 IBC Seismic Design Category D Wind Speed: 100 + ICE Christopher Young Building Official City of Arlington 238 N. Olympic Avenue Arlington, Washington 98223 Dear Mr. Young: We have completed our structural review of the cell tower for T-Mobile. The plans are in substantial compliance with the 2006 International Building Code. The plans are approved and are being returned with our indication of review on them. The plans and calculations comply with ASCE /SEI 7-05 Section 10.4 and 10.5 for ice covered structures. 1. We did not receive a copy of the Geotechnical Report. However the 2000 psf soil bearing used in the design appears to be reasonable. You should review the Geotechnical Report to insure the allowable soil bearing is at least 2000 psf. Sincerely, Chuck Williams SE CWA Consultants, P.S. R:'•.Doc:uments1Wors file i/rlir g orti rl ric is r T-Mo le Cell Tower SE0710t for, � I' I 0 m Lu o (n a \ c W ca = rn c .2 o cc W coi o r'' cn c > > �n 5 D CC ci C o c o c W az o o H (9Uacn E S 1— o � O 3 � ' � a� N 000 � O M v Q V o ' "-' W Q e J t 0 ir OC �o a O < O �" z z '�a Z Q a = z c aD 00 m ° w � c° � rnw F Z in s � o can '� W CO) D N z a a � cn0Cc0 W E ` c c °' o c Z 000000 0. a 0 0 0 cc% c o o _ v� .0 a r o \� o �' a a V Z J z aa) o \ W _ `) a� a o Q H co \ `'1 > OC g o 0 0 M �V '� `\ °o 0 0 0 :_ \ rn cu c cn S aL O N N C J V �� C 'C cd 'QC Cp Q > p Q �J 0 C o o N M +��. O U a U 6 a a M �: 2 0 OOOO a 0000000 c 0 H o (n aW co CD c J Cra 3 c a c W � •- \m M 0 CC omco > Y Z H7U c� Q0 aa) a; cn W 000000 O � U o t o v Q W a) {a F- ccW CI W Q O Q Q Z Z EL U 2 O z Z c CD 00 m ° w H , c H c o Z COcoz a li � C7oC � W � ` c c °'CD -0 0 coo c Cl) 000000 d � cc LL coN (1) o O Z J Z c aLL a� W j0 0 ° � a • O o • o o � o o It � rna .a �aO CD ° m L.._ v a > o � Q � o o a) o cut 0000 Cl)00 0000000 c D C �c I . = a 0CY a 3 cA o } a (� O W (D o o pN ^'� Z Q p o 4-8 ® ® ® ® ® ® CL M ~ 1I a W w o c' qQ� !� W (� �' Q p uw a i . i a V Q0 z c a� w otwo -oCD c i m w IL -M-4 1 - CL Z p g c w ® ® ® ® ® ® 3 o 0 Z iri v 3 0 E J cn c o c a a E c Hai o t11�9 i C N d LL a) "a o m y c a V m a 0 0 0 0 o Awe. • M ; O O G M b L O C ; H �+ V O G p D U O r a `) � o 'r v a j ci a c a 3 ci p. o0 0 o r L � p W O � C o c w as 27 cis c �c LO J c 3 �n o c a c . Lti Octs C C U) o o t cr o `^ W C� UC7inMS LU O ((6��U a w O W o N �, w OC Q O a o N z 'c c � — . rn Q m � i � ❑ ❑ m Qw I \ FV 0 E 0 ,� = c Z U) � a '1� W L •` o W ❑ ❑ ❑ ❑ ❑ ❑ �/� a ¢ U O o c o °C Y/ G N C O 1 \ V 0 (D Q O Z QZ U- � W > O T c1d a - Ali 0 > a- tO '� rn c Z` PA- CL c v D Q O � cyC m J f O V O vOj a) - L_ c- r� ❑ ❑ ❑ ❑ C O\ J ❑ ❑ ❑ ❑ c cn CD Go N :i O I 1 I I OI CD a O C) C) 00 C) O O O O �O O O O O O � m m D W N 3 m o � r (JI A UI D N r Rl I I I m z cJl CT G) O O 0 2 O O O N W Ul D 0 CO tO CDL ni ¢L) LO C) H N J Cl p z O H N W m Cn V V O p lO CD A D CD W O O y O 0 0 0 Z T N H W V N rW = A UP (D H G) J G) z 0 W UI Z r n m o D 2 D D D In Cn UI Ul Ul JJ J U) r N N N 3 r n H coil Ul cp1n c-1 m r m x Z II N W W II 0 H H H W V 0 O O O H W A W N '� Z _ X HH - o 0 0 O� (D 0 2 O lD (b J (T Ul A W N �-' 0 3 13 N Tl OOD� O G) <U)3D O .-�O m Aa fmll 1=-1 lnr mmin (n OCONACT OO zr O O, UI (TA 0 ZT DZ mo H A m O I m n c)to H < H D m n . . S 0 .+ W l0 W N N �` .-- N .-. 01 .-. .- . r I r N�t0.-10�-00�- I ODD 0 n HDZ-A m CT H I I 1 1 1 1 1 1 1 CUIWUI Z Z CI HHrl) rl) _ { mO ~ ~ ~ ~ CO Z U12 H U T H r l H m m---1 H D tp Ot 0 0 o O DO D 2 2 2 (n G) G) Ul -� m D U U) m N W Ul f!1 In A - In 0 D Q1D m D O G) I :K..N-C D m r Z CO O O In N _jX-IX-IXS 1 M ..0 H O II II N (D O D O D D D D ]) D O r r r - > - O m m lT A N r Z Z Z m r O T1 U D D D 0 U1 N H 0 0 0 D T X TI X T X H I z -i -A 0 D A 01 UI O T O O O D D Z H 0 m Tl -n T Ul 0 Hi 1-I li-I Ov D3O1O1O1Z1O ---I CmT U C D T fD0) 0)D(TH 1 m ffD D T D 0 S 2 2 D Z 0 { D O 0 0 3 r- 1 3 0 0 0 p N o 3UIml U13 UIZ I m HHm H D m D O O O Z H H 0 D D D f r A Z Z Z r om -0 0- ZZ D WNWn Dr r r ON Z0 _0333 D 0 m T (T ID 002 nOCOU0 mmm HOr Om (n G')l7mD f� D M-0 1 D 1 D I D Ii� D W- - C 0 Z H S _ !1 �y C O 2 H D H D H D O I D II II U1 --I QIJ W Z r G1 r 3 r D D 0 U1 C m O O 3 O 3 O 3_ I i�i .�m IT-1 3 LTI Ul O�OD D A Ul Q�to (".C') M 0 0 0 1 U D D D 17(fA'/ T �p zm000 I rrrr Av v v Io (Homan -+ — - m _ O� p .� H (D l z o o m\ I **-- N x X X G) O O O A N D 0 0 0 N�1 AA HO\ \ \ 1 33ZHN ZZ (PAWN~O �T < DHO0O { (D .- N D 0..-, f f f T Z Z Z D Alr DDO O O 1 SSmD W H m T �- _ (D Ar DD\ \ 00 D --1 -i r m A m N p H 37 D D 1 - W N 'O 33<mm Ln " V Z frn 0 D D D D 2 -N1 -NI Tl H to I Iv Z` Q O D D D 1 H N N DDmDn'' Z n (T o a j D H H H I G) N -+ D X X Z Ul Cn .- -i < D D D O T T T m G)a t0 a y� h r r r I H Z 1 Z H H 1 m m -u Ot T H H hi D Rl T T D r r r -I Z~ t�O o .. . 1 mom z =ccXWK zrmm m -Wi m m trig Ur Uri m G= o m z m _n r- vv -0 m Z Imo(, m 0.- -NNW WA I,-. II_n 0DD cn CD(D co co co(D N I Tl 2 3 0 33 0 m -1 OD S D CJ LD W n C7 O In Ul r 1 {� oD DOOmm _ m ZIN m oOO O O OOO 1 G) G7rD Q Q D m r VfUIN J O n OO o 000Oo 1 0= m-iH�= Q 0 II U1 T I I I o m m = 0 m -IOZrH ^� W � GZ) N N N D m O'-.-NNWWA 1 Z ZTI 3D2f� Q Q DO N H S (.nMCDCDOCDCDM!1r T12-i 00 DOODZ W o Z In 1� C 00000000 'HHH O D -Im U1 MUl l_ 0 0 N 2 N n o frll 1 0 Z D 0OD--i 11 O ... O p I 3 \m 1W11 A�--A�A�'A 1 _4mH O nm<m. Q O Q m O H O .-UIN UIN UIN�- 1 #D� r 3�HUlcn "61 W CO m Z . . . I #D2 O m mmv(no 0) 2 m O (D J N J N V N I N O D m H D m 0 Q O 0 00 C� m No.-O_o.-N I C O T 0.-. = DT --I D II m Q Q Q� O O _� 1� rn 0 .- �- r I r`�H G) II Ln H O S H C m� O WWNWNWN 1 m---1O J X ....0 2H y/�C JO JO JOJW I In m (T m N (n l0 2 (TOOOO OOJ I'-' WJ II - - - - D v m N _ m �- •- •- �-- -i Ili I Tl )J O N D N N N •- •- Ul CO o A o 0 o J Cn N �-' CC) O r) m rn v Ul ANANA NA I -imf m W 0(Jl O Ul O UI�-- 1 i<D H N W J N O� �' O N o CO O O o (T N J W (T �' N W . I *D� m• mo .� ln•-Utr(D�'(DV I N 2 po O� _ 0 Q/ fD o W o W o W V I 0 _ O - .- .-- .-- N N Ul ir,)) T fr �.y r H 0 -ILL) m G) I r f m W W W V CO 0 .- J A UlVUIJUlJ0 I m--I UIUlNOW �` (D (D (T O A O l0 O O o N N O W (T �` A(PA UTAUTA(Il t'-' ■ R Y U I � I U it p U J i J } m 6� U \ ¢m ¢YLL2 w¢ Our mz IL Q Zm >Qm� w0 �y N" (7 w _—_ `._- __ W x r a w w z�-` _ j W N n \ r • �� !7 Cl) i W Z O Q `� a3 g���0aw Cw a W ... , _w wZ-wwwa W G Z op _ z f z J w ♦ • 3J am Z W 0 W _ O 'i0 ,r m w O Y ♦♦ 7��1 Ya �r❑Qm�w W O T 9 O _ n� o a ¢m z m w , V. m ' ♦ "" �0. !yam♦ Joo Q�dw=aw Q ❑ w 0 r ♦ ♦ zz S O O Q 3 a m w iZ az o m (z-7 Q Q T i m • L,r Up7 z �zz=Zyx O ¢ a w p w ¢ m CC �O d LL�Oa O z°am mo❑ N ~ T m Z u' m p > r � >� ¢ p w � L 'r. r S � � c � o w ° w m w� W S iY mw� F wY�r w O Z Y of ❑rj ¢zar',¢o a ❑ o m O H J l�1 v a mU. i 6-'8 Q c;�¢oQaz2 W W ■ Z_ O ° �� ° 30 >� °o > > > W = O J c, j ram❑ m>o� wap ,� ¢ w zaz. z-x ■ M W N Z gal z °a¢',,¢ . ¢ s N m f" O O �'✓ bzq '.S��O v¢z O 2oUcowra J m Z �. a[ C S W N J N W 7 O N y ¢ = Uaz Z w C�oumiwr■ F Q Q LL O Z h _ � O m W oz- �' C❑T<- w a m cc _ y ri mow Z UZQaww�m = 2 0 0 0 N N h n N m o W C H a arIII zm m - -- — = Q 3 z g ww� 3 zF�z°�o� 3 ° ^ aaaaaaa j ��III� � z�m3w0aw v � � a p O Q"-.9 o w z y 0 U OLALLOO � F tw- � w � 'u LO Q } aW z ' 04zci �y o W z. o -T ozw a Of Z m J se w 9 p ❑ Q O � Z h z7 ' w o _ o d J �� 3 J w w a w �p z _5 r _ g a z z a z e z - - m x w V �` - o = o a > a a O ¢ m m1 ' w a a a o 0 0 0 _ ¢ ¢ ¢ F F w c l - C _ Y m z z W W m M. r r r W W W 0 - F W > Z w F- Z Z w O J J J J ❑ ❑ 3 Z 0 U O LL f a ¢ g w w w w [r ¢ O z w L w ¢ a F z z Z QmQ O F C7 Q a Q Q K 1 Q Q U lil IL ul W a ¢ 0 0 W z a ya owz�oc'u�a.���waGoQwn ' maZ' ow O❑a�owM oizaa m�wwx oom m zrXw � jZ $ ¢OuO zNz0www p 0 x U C 1. Ow Z■ m m omm � ° < om o n CC z x . WoO x0 U. o z 2W ❑ ,aZ Z < pYo z ?z " uO z mN ? Q �o w ooW a�w6 ❑= z z x 0 maWrra� z 0 m o W0a? oZ O al iu J o >mz¢�z3 w O w y�zz z d= xw woW a N m � z a o w, r¢m w0¢i¢ p ¢a0 > C� wdw Iw LL > z❑ I 0 Owo¢O 7 mn XUm ¢❑w nmW m ar wrz W w zzoa3FFi N _ z m z Y z z ❑ z Y � a O m J w O w W d m❑y m r a S Z r r W ♦R z w U U r a w g w w mw LLwwr�Xa O a a� y0�'¢ Q z O _O 3F rrwwaZQ m ❑ W fL zJ'od N d pJ ❑w z❑pwo km = F a� !W+ ❑�=o z o zwj dwa�aad a z �0. z w Q O Z. ormm�oLL w } Z >oz� o 0 0 m p a¢ w m w U ■� O �Nw zaowwrg O m mW LU wzm�Gi a m dOa o�z 3aQX w w � d wO>00 00 o cal w0� xawarwmw a ar ap0 O o Z 16 wa w�U Jrtwm m w wa ' 0 0 !' 'm'OWw owwod w Om ZF-5 ._�BzF- r zx G < Uw woc`i HOw aLLJJ Or a or a o 5 wUOw UOQU OCa7 d w w z ����J m O Q Ore r m m w❑ OLLI ` yOm xrax wranU w� > O =¢ m_r z�z6w w M Z_ w r` !r, z N a F m O r z❑LL a cxj W F J U=m OJ-x J LL a U Q m❑ O V ¢Ywm Oxm a O wa. W awr�0 �ww w-� ❑ wODUw U ❑�Z xJ ZmrS ❑ m Y z ❑a W zz'Ead LO W azo woz0 3r m w za J Q �maR mwfao t'J UUo7L 0 ❑ > w c w d Zh- xwww ¢¢¢Q- ❑''a�ww OwLL ❑x z" w ar m0 zzzzr zz❑ UNa N 'Z y�¢ FLL a j R 2 �3pii OOOOZ �wOa-—Oz ..' awa w-moo>- 3 a Z a ¢ w ro J z a Zr o Uuc." '�'yw� 3 `� g ¢z¢zd zzzzupi v°piOz¢zz owe - J �Om � '.<araz a �p w ¢o¢c07O wwwwa agw 000mQ� �LLp mam0 r ¢F m w O Owm?Y zzzza WJZZaa r� m❑a pJOO J0w o 3¢ OrK w 30wxm NZ Jza_xzzQza r xrwi m -.�mnzz U U oW 3 U❑rp ozo�mm 2;'ma Uw O Op 7 O w U00 pzLL NJ ■ rOa �3axorm z z� ra a r ¢aUz3 NC�?ti�.,vN Jaz O z J Zm zm ❑ zN z m m O� Po N p� Om O z0 D O m f r z mm mz mz 5m mz mz m a a W Fd O mz Fd F'd Y aLU w w� 0 �o 70, w�� woo aw O O N Om?W az 1Om wz1 wzN awm q z ¢ z^�, wMx„ in ui m 'zo7 yx 0 F r Q W LLiB �❑Q,�p U �] ILw¢� Vri2m LL r❑Q N LL zp 4'c Smm ? gO oa Uz3N LLz-'gym z mm z3N z3-: zxa n z� mN ,-.z r aw3o ❑¢,h zN r ��I m �N �¢m❑ �,❑`m° >wN W z3a �mm❑o U¢m❑m or,3 V V w-oN-.- a¢wz _ s -z4 ¢¢J c��m❑ a>u;zu aowzs Z�ui o zpmwa oa.Mu °� �F�u a�wz'k o�zoz ozZ�� c¢i3k W aoxww Boa❑ < o� o.mw o$zO� �LL�oo >M❑m zma LL W ' w a g a ¢O c m n1.<0 w x y w m0 F w ¢a F Y ¢ o O w - F rrU ¢ it]w F- o ZL (w7 O= MZ :n OU Zc OZ O0 O OR mmU a W¢ mQ s m .j 0W ® wm LLJ od w a H1oZ Zo < L 06 Q � :.M wii Q � _ u 3� o I— w W v cc c mo 3 ^w Z aaa,ypyg �f.. _ NgCv� °h9"c('� m'oCL oN V Z w �ooao > z z LL z >LZ ❑>Nz m❑ rLU 6b4 Pre Ne �� 0 ° 3¢wmw w o za w l s i zrx > mw zw c- a W> 4EAd Are Ne _ � m Y�mz� r gF -Slst Ave fft m z z 3 D N w �. w w r¢ m w All 0 ¢sx¢m > ¢o ^. 5p Ave we ..> _.. O g rrr ¢ urin a m LL �z oW 2y LL0 W¢ 4 Q Zm >¢y� �o LU H • P...y ('' W co) 00 2 _ .....-_ a' Z Q� II ¢3 ��miy 0, r z z z w i� N s W O ' ►♦ oaN�yaS O Q W A o O O �rh w W Q i ♦ - ly..♦ a r O g 0 O m O Z r > 4 a ° $ 2� z N S N> m , - .,,, nJ0 Z ¢��'>w�ZN Z _ C o Q '� m w w Z dz 0 m C'f CC Q T f0 Pr �.;,� UO= z 2=.F O ~ H 2 u o w ��N s w� 2 O w Y G = W r = ._ 8 `s y � F °oamw>2w J • Q n nhp ¢ .� ¢ xO m LL ❑ m 0 J N ~ • z 2 o aD J 0 F eic o °O > x _ ♦ S ♦ °yam � v> oarzx Q Z m ❑r 2 wr m� O J a.x o f ♦' C,H.,r F ❑ c7❑NWZwao W W H �' 0 Nw z Ow ww,zU w N W ♦ a�♦ U(7w z¢�N SFS iicc f ■ _ -a f a2....2x-,tea ¢ N ¢ > ♦ •�1�� z¢z C 3zNwU 2a J 6 _ rn m W N W !- ��¢ �NfNOarU F z ■ Q QL06O z < N 8 a (D m W o'Z� a°nw �� z W z W p m r C a e S U) m n a z = 6 wow z FW.022Dw w H a, __._. z 3 JF 3 s2- �Uor 3 3 0 y ; a G ._._...._. —. Q V C Via= Zo SQ W 8�Wi L [1 L—J °° d�aaaa J �� I 8° I °��C ■ I I I z I I I J W 3 J w O p¢W❑ ❑❑o 1 __j 2 ¢ S 2 ¢ 2 } r w xx O U$ z N U Q 2 J Z J Z J Z Zw X U 3� r x° ° o zmm Wr == I I F ¢ w a I C y C N O N G OO W O N�fL 0 Y prQ prr F wQ�ZwWmJw 8 9Fw-W y�C7F r�W2 NN2 RZw 3�Zr0L ONO fL� �O zs O X a F 2 O 2 rzJO�==E�wNazO Wvi¢ZOd w� zzvNim�w2�0°w�d ¢zzw ZaY$O$ wo a z�awz UzaJ_Z_N_�_rr r°s�uwao2 zmmw gz�g2=wm cz ��aaaaJzSFW w_z a'�w WO OZ aa2wg¢002� wW (�w0_OFwx000Zz_w- J�����Ff M zZ00°OOaaaaaaa 2xx22 NNNNNNNN wl rF =»>i : ° x 04 O O O O z$$a rr//�� w ❑ z0 22U � ZfY NUaO r¢ � O I I I I w JQ W22? FzFU❑x aft 2NNFQmmwm ¢G WxCUNW �ON�HrW2�00�ZUW� M E fEE�yEa��2ZO2000 ...6 o,+aaaa¢ ¢m NmwmNrnNNrrrrr »>3 W U 2 X a r � O IYO o z O Cl 2 m z w ;W; m O Z z w O O b O W C7 H H U Ul Y z J p ❑ Z m z z m a O z " ¢ I¢L w F m O ❑ N > Z W O W 2 2 r N ¢ 6 Q F .� w g❑ N zwF w z i g J U w a rw- a 'o 0 o cwi z w o w OZww 0222 0 � UO NSW ON �W Z_ 2 �FJ z _ rNNN O FN LLw�Z Um ZW Z 8 m OW wZ pzzz�m U co 2 o�z Yore V m�� >o¢ O ww wzOW ? EffEO¢° m�¢2z2� z N2O y0° w z z�230 �..,OFO O OOOmw 2 ON x- _ U»>f x�xw❑E rrz U=UtrnF�W¢yx¢U>wQ 2G20rxn rxn Fcw7j4=i r°nJ-2 ?g2 oOOOo7Umd¢����zzd�z zzzz F_oaJwmUa 2 aaJ2m7�❑w > mmmmJzz2am 00000WW�00000w Wxaw o�X 9?z $�a»000W Nr ¢aQaa aaammmm m mmUUUU U O UUUUm❑W WWW WWwWLLWLL 0(7(722252�� W cc m c� r LL QU iiLLN� UF�f O°00 w0200808000 �J03ar❑zzCcL a>mMOmr>wr aaawaaa�Sdmmmmaimmc3c�000UUUUU❑❑..-u�w'wwww'u5'us wtiLLc�c7c7c7xxxxxzz WW w W ¢m 2 a r ❑ w w 2 z- LL U w O J O w 3 W w 2 y w= ,. wZ_ zw �z S uww o °a N Z° 3 ° = SNzz LL ow o¢ o N -6 V1 < O O U ZlxZ 22 > 2N z w° NO 00z W O H H y W ❑02 rw0 mO Ox 99 U Jx F�-" r �J�ua ¢ N w w N m3o� woo =z 0 w U O 00 Jx O52=00 $ m F a �xUw wy2 is ¢� U y �N W10 ZOw Im 10 O w w 00R" w¢S¢ Om U°m2 a N p yZ �w Wmp O 7 p U Z W Wz8 =FF WN dJ� m W N= ZN F U O W a W p WFw>0 U00 > '.0❑ W w,0 O W 2 LL > > W N 2 U F 2 2 r O°w =N m z ❑ Q Z Sa] C U 2 0 ° O 2 F U 2-X F N w p w z UI ply OZ WX m O ziW m tl)W� ZF �mw W0 a �W wW LLWN LL W LL Z O WwN JOO ❑W Za_N 2� 22 Ox¢ 2 0 m y o Z JwOm a LL o3 0o wz°5 w Ww 3 $ = FamF OaO 0a ZZQ� z ° w W U °a F N m LL w a Z F =W ° w° 0 O J¢<. S F wZ wFWm wa W o w O w2=¢ 2a3 3N a yZj pWW >� mw�> y and LL Ow 2 W pOwO OUF FOX OYz N w 2 Q❑O OF 02 wI Q9 w O w a pLLZU ZwLL yLL2 zg3 ¢ F y 2J�iI� a2 gggfw O Np r z 0 z❑Oy amO mz0 aH r w N5p m� u�❑wW x wLL w w o F ¢��w �Qo wa3 000 0 F >_ JJ Jzm ° > F W x uma� xr m a zrw U w N m ZOZ QZ ¢2 W z a K3 O 0 f,; j ¢OUF 'UNU j0 V N(n2 O z dFF N6 ¢paOW O NW Q ¢ Ww m �mW2 WaW 0❑Z w°F C7 F6 Sa QQ QQ ¢ 0 m N N W g O W x O N m m ❑ W W F w f/1 w W K W Z Z U 2 O °Om BE oOx z z z w �¢� ¢ ¢;w2 �pF °z mew ga � � FFJ UU O�Hz p LL4a ° w 2� ❑ °m vi° Sfx amp o ff2J Ewa- m ufoz a W a g 22� WW am❑� z F° w ¢awz <Xm o Q wwa F $ wLL ooN ww wJz_ ¢ or W ao U �ywm ¢ww a U z2❑ z o g N N W z z wN 22 i mJ w2 a oo Y 2 a a z0 3m �a2 w^ o 0 0 8z m a oz0 8ow� NO� w °'O 0 m Oz aLL o Q0z¢ wJLL w.w �3� w wa 0 Q Qj QQJx UUi Nswx ww wa y °ww EZ U wJyz Wyw goN Pzz a ww Z 2W 2 2¢ 7N '^ NOS'? 2j m0 Z 2 °j Z¢ J wQm1 N z yN2 map Ya YW NNa �z >g Qp ZU LL� Z° ~ W Km WZ Nrw2 >_Kr =pF °YW QZ W OU = WUZ❑Z �Q :S 2a�W °UU SN w/ °j W2 YO 2 >❑(rj2Z rO2 W2Z Wa¢ ON F 3 Zp N �2 6 m W O S C N Q fr 'i m W ¢w N Z �F W W�11 Q 3 2 N y°j a m 2 a W W 10. w Nan z❑ i� �O1z oa w❑ 0 �� J¢ m5 WO aU�a2 z=� rmLL SS7 �z r F c7LL z2w 2 z❑ ¢W wa ¢¢ 0F❑ U Uri OVU ¢¢w �w Zw zmN pOw� Sw Orrn �W ¢w NW N¢ 2w 2V zoOz z$�° NSa g r xx 2❑ ZU U -5 W�a ° zX rz ° $ o 0 om U� F2p0_ z SON °�� xxvxww os 04 0 wo°n w3gN ~N OU0 a2 �m W mw ya Jz ya xwr 5., 2¢¢ zQJQU N wsO� �� �Z ZWW W2mmZJZ Nf O¢J F m0 WVj W WW JmU73 JJFZ WW2 OC Vm�ON fz H W❑U 2wzz ¢J O O xz pa U U Wm 2-'- rFa¢ N ¢� zU LL Sa z r° ¢aJUw awzz F?J mz� m O O O O O m0 `/ Wa x w W N r xwxx .xoz 22 ,¢2 N�zzzzz 60 U r'i 3N d0 au NU 62 �N �❑ fV Q 1'N V N uiN2 W F in W a W �mF mZ O 2 W U w z w p Z Q w o F o �F eF O 2a 'z F wozW F rw a mG 2 N ° O r a r Z z F3J � ¢ d y$ ¢ 20 p¢¢F yvzN Z z ° r Y 2 w.8 z z , ¢ z- ❑ op wz x°¢ 0 4 0 $ r a❑ a NFz= O w WU Waa w z mz o U� a w20C� zrr> F N z z w a2 Fr -mwd ww U�v o m ❑¢ aN Sa�LLm g;-o U S z U 2 w wz¢ �o aNNN uo �wx 2m zoz �ww C7N Z��U ra O W��o Uz aF�axa ° s > 5 ow �w¢c7 0< J>op °z ¢w oo�= pew ¢N iaiODrwn z> ~ m 002 w<za 2 N = ¢ U r Zw UO z w EJFU N H. W 2ZZ F �x w r OQ U�O��EUO >F-¢ Z F a W z 0 p O- 2 0 LL p Z z r 2❑ F S O a Z Z/-N ❑ O D f N Z U 2 m U r N N LL O J R Y- O Q a ° ¢ ❑W Cm3 F 2 p0 UUz Ua U - O O Fprz WJ �mulyON w2❑ SNSQ rQY2a� Z c7 O QZ Fg� ❑ 0.6 w UL� F m a W Uwp:a R U o W w6X 2� NF�lU�W W dZ ON N O Q 2 Z O r U 3x N Y LL y ¢UO C7 U�yVVVVVV mW SFFU W r� ZN .a FSN a0?iN fn Nr O w mzw �m9zrz zwg =Z4r Vo� IS-¢wQ r>>rmtY oN °OU¢0O = ¢wSWw NU > z z p ° N-wF y� N�WpO 33 8❑ QN OZ° N U U zW 2 W U -?=o wm Z FW W WS ¢ ¢ 8 wr 1 m U u.W Z w W F W w N J U m z s m '�J N O H w 6 O U S w Q C7 U N F Z O l7 F 2 Z€2 FO N O E z 2 OD 2w=- rN O WO w� wx O O`QN a z UO aU =� xUZ�XNO wrJ zz N W a r FO❑ mw w-mOF wo ��r Fz¢ zwmw U�x zaa ° 0z¢¢¢ tt? FS�.J00�F; oj3¢��ax 2 2 z o WOWm mr x8waz Sa zno zo m?ao $wug crO 5 F<wWz z� ¢ucwiwouzrU so2zzz a° ° z U a8 w�52 0= yr OR� OCr7 m�z ¢O �0z� Ny❑ �z a XNF o °Uw a z�$ZNm ¢a wow2l z¢ ❑ ° z O ° w o2w s JU SW z' Sso 02 xa¢� J za 2°c w w2❑OW °2 ° 3r X pwmw=w F= w m ° c� w�¢w wZOF ° rUno2 ¢� -NOB wtiz aS z x�a= r rz ?z� ¢wVO Qr(Wo�¢¢¢ ¢� w y w N Qo a J�¢ Q W¢ Q��a O GH pZ wm U a J O �0 2 U 6 U F Q O ¢ O K S¢a y w U F m.z �m'S w 2 Z H 4 W J U F U f wy z FAO N2Na O r ^JU r¢2¢J O r w� W'WiU a 2 F-r a=W u� =a ¢� W m-w O 2 O O 2 J� N O 0 Q=�O m 2 LL w w o C27 O S w F a S U N U o2 N ~ 7 z Ow W Z W°¢ �- Q d w x w H F z O Z S LL O w F 3 U a m m t4 ❑ z r O g z=O N❑O m r N O r¢ z�F 0 0 N U r O°U 2 w W c°n 3 .m°H U a yy W r o w w 0 w W N O r {� Q ¢N z 22< t¢n w< Od(r,1 UxJll Fm °0H a0 = U z W N a 2w O¢z�iy0 >aWmmm° 20 w U ~ z r 0oF Z2�aw sW WUz ow s03¢ wz0 �N z omuom N0 OZpiap212 aw mfnNN�w�(( y2 33 c� F� wp OON N Z O N ❑ F GG W p2� N zwzLL1 m6 � O r w f Wfnn j W Z z za p N W ZwmLL F�z W W N C O J K J ZNaN ¢W>W OQ°w W W OQ Wp U¢O(aA aly yIy��F F.y 0 2 F S YF O LL W W y F 0 2 8 x Q 2 w U 2 0 Z x U z Z W LL C Jp = C O r w w S J Ur ww V N 2 x U 2 z 2 0 a wm U 2 U X Z ❑O J Z a F a fz2 CFia22X.d 3° wo0 wW � a¢ x�z mU ° °mwm❑ NW zs�a�3¢¢o taamwm¢ '+'� o WQ � 03 °Sma ❑00 z X. > ¢ f ❑ rW O w W m Fz U z» �zOa z WJ w ao NJ �+ wui 2 � q (7 GUVCOi J¢Za zvcriOwt w� opm0 °m z0� ¢g°w� ¢U mvria¢W JQ� '�¢zw1021M zx.�w = mO ¢ O 0a: ¢Qz 2 F z 0 O°> 8 w O U i� w J ¢N N W$+ V°F J a 2 H S Q N N Z Q Z H 3 a m w O O F 2o j B<> 0 2=$=w w a O C J J O U P J Y J w Q f/1 wa a¢a Z Wu N 2 a W a j z O O F D 2 W O O U=m m G F N O W U w w 2 U O j w N d y H F a '� 2 LL N N y U J 2 0�¢�2 F °NZ�WWZQYO O N0 2 (7a 2 WW �m a?�aZ� N0 LL �Z[S,03:�¢F2y W U NS 2 0 ZZ Z W U Q C N N N a F° y" N W 6 Y N❑ O tl O Q w Q w Z Q Q W 2 O _ H O¢W 2 p a a 2 Q Z F Q O 2 OU a Z w C F y O O 6 O p03��� z� oam wox'0m 0a NQya zz Ogxm2 m m27mzo ao�x1wollw,IS, mawo°8z Zw wmZ wZ ���ppyyyyyy W 2 U J Z❑ J m 2-O S N- W ¢ Q Z J O Z F O W w Z 0°N N ~O z> 9 z N m Q N w Nw w z W w r.W O C F W x N Z F N fxn F p J F O N N U z z W z 0 6 .-O m F N 0 2 J N QFQ 8 J Z rZ J Z 28 o WaW§ S w w m Q w a y W Z y S J� S J 2 U a x °S T.W 2 Q j 2 2 w� QQ Z X 2 U¢W W O r 0 0°a S 0°m -0> 2 C 2 w 2 H U r J Z N°W O m W m 2 r W N W O O J O Z O vi ZZ N r s N O O U >W O 2 O J r 0 NO J U 2t� r N U 2 ¢ Q w �`z Z 0 0 2 r r m 2 N- a r Z Q2Q 0 J J m� 2 Q UQ 2 F¢ a N E N Z W W t4❑U V m W~N O (Fj S Q r m 2 G z 2 O Z!.WJ O r a F m LL = a 3 W x y¢ r C a z❑z 0 S F ¢ Z 6 12 ((�� U UO w- a QU- wLL O 5Zo 2 U a 2 2¢ ¢QX m N 1 W N>i x 3 z r o U Ti {QL N N ¢Z a O o a W O�r Z a Z Z �'_?0 3 r K O N 2 N Z 2 U ¢a 6 O W O O a W CN.7�OWG Ow Ow�2m� wz 1Ot6 �° YW$f° UI-`FN ¢OO z zWra� Zx z°O$°wOF� ¢pFOZON <'LL z a¢ Uw UQ� (7x° Ol W zmcF yea oFm r3�Fo� wFz ocFw of4 omo� Q1pwF zUpo 0 oQOza wr8 00� LLorUU ZUwQra QrJ S 0� J� �a° Gp zr3 Yi W 2 C °O° O w 2 G w O 6 w U$Q Z U Y a U C "'Vl O 2 O W W Q w N O w W G U w❑W¢F r=2� O x O G=2 O Z Z W w Q S z z Z z 2 Q° W LL NF_ W F� W Cw �yLL Uq>0 Z!•LL- W r (7 W 2 N 2 1- U LLI W Z r 2 W 2-: 2 f N LL W x 2 N m r U J J LL W J 2 x N 7 F❑ S F Z F S w y r N N LL F w r m r 2 OU S F Z N 2 OU m C w¢ p Z O Z F m a W Z Z U r cU7 F W �¢a J J 2 O U F Z❑ F m o °m 0 Z Z -f�a Z W Z 6 r N O Z a �Ow3 O� x00�ZS ,00 8w 6 aJFw z2 OZ Jw❑ Nx� ,.yw002z088 0020a �m .a WO ";w 'OF z U 2 0 fV E m ai F U U a a v r❑ vi U N �G w r a h a O a m U¢ ¢O x¢ N r _S 2 2 O ti U U U r U U r U a 2 N U N ■ CL �; U o o ° '\ ° Y O ! \�\ QF wz 0m w¢ � r r ti r ' r r �m m m �, m m m m ti 6 G zm >¢�> °O - m ^� CM W z CO G -- - a3 ��2N0, Z G 2 N m J w w a CY)W II _ fly- 1� 30 oGm��¢ z r w W o 9 o Io m z m N > a m ®• v `o ~Ozz ¢m�wx¢m Q 0 0 a a m ° r a i r •. _ wxrZ J p C 3 a ¢ > Iw o aw ¢ a Y m i ® a zowi�m�o ii F ~ r F Z c°Ci o w ,r >� o w Y _ _ - W F ° mo>xE h h 0 m ❑r ¢ i�w wr ¢o w o m O ~ J V ' k. `.-r zwo Q ¢ozm3m_ rd O W F z R ow w� ¢ Iw-..ax m° a w o O a '�1 - 8 �u�.o [m7ov�°mow¢= W W m O 0 O > > O . ♦' \ O Q w Q z¢z W z x° S Z {� N C7 O mw z .Oww zo w w m W ♦ A �c:0 cNoarm 111 F m ■ IDr J N z 0 H �a ia_¢ ¢x C¢ x N_ _N Q xz�x� .3 Z ¢ 0 S o o W '� O N ! W z <¢ ■ F a G 4 z f o fL (o f0 J rc W ;zz ¢4ow�Nw� v C m e c a M - 0. m n z N oz z Uza¢¢zJ'� z z o W a Z a 3 z a w w 3 mw_ �zmcl 3 3 r Crt- o r QQ QQ O N > Q v p ¢¢� z°¢<w=Uw G 6 ■ 6 N C z a.�.,�a!a,aaa 6 OI J WII i�Q 'O' oawo.000 C O r Q Lr Z / °o aC.Z o f w�j 0 mm 0m Z D w -Z O 0^ oo z �N N Z C7 ww > - a o 7O r, QQZ � Z ZOO p r 3NI UHadoad L3 z LU 7 I I z�W,x I o p� - uiO0 - - — - (na ui �I w 0U m w �¢ 0 � x x - x_ as Lu w y y�Zl c C3 3 Q Z�ON o }. �z of w�^ w o J � w omIr �� a W ¢ �0 rw x z 1 ,W mm j o 0 111 — — —— o 0 m I o" 3NIl Ald3dOad 7 ❑¢ r L W OLL N w i wm ,1 l a O� m R — O I a r 1r-w \ JJI 0 O U° .ry °I ° Z JCS 3 NLL °mz � � ¢(q 'I J Q Z �� t- Z Z Q w ��Z �jr ❑� ml Z rno o� Ow '.� o� W E T I I o w U a a O Z O r o w a0. oo s p g m oz E2 w0 I ww mU OW I >> O 0. r up I U0 U W 0 .0 0. I .° d w z O > 3NIl A18 MoEd — — I 3N 3IAV H1L9 i 0 m m z w y w oo m a zo Q Z �w ¢ o o Of IL Z <> ox w Z N m¢ z p Z a Z 0 a ¢ti m G ¢ a m w0 F :_ J O^i Um o F i Q (n 92¢ FO m N U z¢O Oz N r 0 0 �� ° ae of w'o z z w 0 oo ¢�z zw ¢ Z. rm O to w 3 Om ¢ aw _ ❑ z,n U F ° m r� LU map OJ pU w ° 1 Z ` Q NKF 0x x ° 0� Q d z� G win 0 0 °O OF == Om;, Q o `moo z O U wz z 0 ¢ 0¢ F z a. w z °'¢ `2� zo o z > w m -0 -_ > W 6 L W w 0 U i O Q w w O 'dm m Z V 0 0cr ¢ >� Ld Iwo Wol < W °S U) NO m 3 01 — .xL OQ w - zw O❑ f H OU O I w Q N iLi Ll K t 5� a a+� a z Q L)u � a o p � n�e9 o tr r ❑ Zz w V C)0 c>rn O Q� o N U sa+d'µc Ne ■ om 9 ° ° ° U ° W � I Z� O > f a� wZLLo wa M t m l m m 3 n a Q zm N U W W N 6 `��_ vm m • ��I M W Z co 01 �p �� a 3 2� ;O, ° Q Z 10 - a W 1 = a ° N w w N Q m e� ��'o_SN�w W Z T Q d s O w`� a Z Q T ♦ )♦ z = iZZww aN J O = O O Q 3 m a (a o m !a m ♦ LLB° p zi= V w H ~ T F Z C'i V O w >� ¢ O w i = W T = - T� .w F OWamwm=� L r Q n Y w w�'I � iarl¢0 w o m O J N p • ca C, Q N�ozm3m Q O m o_ o 0 o�U w-a - G Z O c0 H ZxlmU a w w 0 O J N • _�♦ rNo f c�oNoW¢x W W J N co = o ° I � >° ° > x W f N sr, '/I14 i ¢c7w ¢ zaovw m 10 '� _S J F ii C — W NlOJ F yw aa'¢illf¢ _ N ' ♦ ` ♦ z¢z p z�nw Up¢r J Z = '� _ = a _i.—. .... . . ....... n 1� N •♦�s �e H haw Z o¢N�Oax� ~ ,., IA 7 Z Ci ¢ m W z ■ Q Q 4 m O ~ $ cm 8.... a ' N N m > > W UOZ Z 8°za2y¢inpL 2 ry N c W W W o o c a a H N m a Z Z ow.02wo. z W C-wO Q O W Q Z O W OU W CC z aaa Wu� oawo=�o� w _ w N � I � W J J 1 z K _ a 0 x a I i I f f I A I I a age Z. Z. j wi3 X �o 'dW o�W�¢o\ �\m5 1`xa II I a z Qo my m my v z� �� Xa� �¢ N E¢ < y wN a� I om o< as as �o Z- as I I W ¢x zovx wO Uw I N W JU �m W n i F{wn I Ic ww a a WO ,w ❑ I W c'S� W W.f U I °w oa x N p w a m� X . y X O I X wvJ mQ X t� IN I I o r a I 4 s= m w aw I to I I w� z zm MO P >m �m �\ w5 oa mw Zo\X ry m W N 2K ^,N ¢a a A I 0V 'a� °°m °y Z° w a I I w X\ww,\aM aw X X I I m a F I I 1 7. — d 1 d 1 — d — 1 — y P w 0 w� nJ olN d v ¢w F>w w l! .r p¢ m6 di N W 3a Q OU F C U a m W zo Z W w W fz C) rw S� z¢ 2> U aw a� �nw r 0> m = E Zw WO Uw K •.F rvm O O m 0 _ UU wQ C70 of dO N j OO ?0 a >Q O4 NUU .W. ~W Z O of 2, "1= I ❑p a f// w Uaa w�T �c a r F U a x y JQ L i x x ■ 'sm U u v y v �z o o ww Z �T za vm m iI � 1, � � m I � I m m' m' ti 6 G �'�� zm >aw> �o W N 4 F x W w w r 0 • �1 CN N - W Z 00 T. i Z N O li w W W w W 0 II .�'•��� •. 3� mOajrvwiCW O Z r > °i W o �� 5oc O'gg=am O = O o a 3 a n m ! a I� °z azi o m Q a r °° • r U08 =p o¢F�zi= W F r m �R ¢ o > 2 >f ¢ p w > = r = ■ _ • a oU Jmom�W F F F V f1 m z w W ■ _ M Zo 0 F O W W Y H w � m W o m O F .� N ° ZWO Q nQmZ� m cc Z o 0 ? mo o o W� a o 0 0 0 .No oN�sw�= y W W 2 . ¢ i ax mUl W NCI O �w Z Omw ww ZO�i w y N W w z¢zNZZz rc m N F rn m N G co ♦'`� i� ♦ UOU pO¢0a�a W .J V! oo = w am mx ga, a �0 �® 4• zaw LL 3zmWUOmr ■ Z m j ..1 _. t.._.. LL n N O •s� F �eW Z oyf�0aw� ~ Q a O _ " 8 o � ' g S 7 O N G W oa9 Jzow�mo� _ O m Uz- cs Om -w� cs W CI ■ W W m N p o e cn {d _ 'i Z 6 WowW NWy O yT Z Q p 7 --�i-o ..------ ---- QZQ Q W waUa Q Zoo3amsUz Q C K N W O J G O p0 m OWma42o m- R ■ p H R z a''.aI�aaQaa 6 C J W 3�w p O' WH 0 u0, C C =z W W aw 00 SWFC T O ry�m WQ m0� JOO Q2�C�zfe a m OWED- OW W Z- Oz Oyam Zm gay Ow zw a¢~S0 OWN �Gf O W W mZ a O m a Z O m W ¢z O N 1- W(qQ Z� �O 0a QZ > >Oz = �z [�t Z Z WzZZ W r~n v~i�LL a F=-6a ON mg w o m wZ �w W oo Z ~ OQ Ua O 04 ZW E a Za Y3 ❑❑ � Zm a m z� za w ?� =o Qp N z Y^ m m a y O O m AF k Ei31 t II ;. Z LU III LU N z 1 1 0 w 0 3 � w W r a ^N W %w J J Q m LL LL ZO wa r w m 0 a ■ °um ° 9 ° ' r r j 7A " J m 'm m W N az NONw oCf) M W Z 00 a 3 ��oZ<a w�iiO O O > O ° aN z N N ? OT m v oo a�°wsam I� O = o '.,aW c m CQC Q r m : rrl ¢20 o �ox Z Q T A z Y m or s I'�w wr�lzO' w o m i = W N V we Fr Nwf R oNamwa=�+ W Cr O F Z c �� p wz ax xUi a l w p O O J � q C�'y£• ONO 00 z6 ow, W Z W - w 3o >_ Zd > > > w = _ ♦ k • ¢mow CC z¢zyzs�x a m ' = Q = z Owwwl� U w vNi ¢ ®♦ ��� Z¢z O 3=vO-iw�a�a J _ D ° CID J N N a as ¢x �¢�¢ - - a > ♦ w LL O > ■ LL J — O ♦ ♦ �ww 4a¢maz¢w d O z �. cC a N iii ♦ F 2�¢ ? om �oaF� C- Z ■ Q a z 8 d g ¢ N rc W o¢z owFmO- v p m O o a a m h z ' ai a �°oZ z �Z �a � z W z 0 0 ry W a �.....'__._I' z Q 3 z d W�� Q3Q ��w?°�o� 3 N Q3 p > > CC a W O wad G Zm01w."z ~ OC ■ p W K z a�ala as a.aa 6 G O J Wow¢wo�oo� O m p u� �I w U w rQQ C M 0 7 ¢ I O ..... -- -- --- z OZ_ v z 2 U E N N m - .— —_ --- —_ N N V! Ld m J U �._.— mmJJ JJNLq zw �N w z r N �O O �1* x¢ W T m u NN NC1 4 z z w ¢ Q ¢ J a U) a o W W z J (� �. mm W ul Q Z W W W I S� m v W � cnm LLJ~ Z O� v QQQZ W as > U anW v Z » LU U 0i N (n Z W W — Q ^ Q w � LLI 00Z) 0 Q z zzdZ �I F W �z w W Q wm Z W ao W i r z a r = N III 'I N M W d J - ¢ I Y I l ° _ Z (A li i'yu I°r I �u III; '�I i l I II III_ 1 z I L J Q III I il,j j cn (� j Ili ° W 00 LU i, Q 10 C=� z Q m Ir- Q J N ° rr O W Q O O C) O X Z a = U) N a I-- O W z O a Z J H y I-.° z W W x OM O .� Q LL U m <� � _ a_ Z II °o �z W z — �- ....1.._ — .. W y¢ ga _ (A y r (n � J a°w a.� ox 1'I z ^ O g J N 1 w w ¢ � '.- V W C) ~ mz 0 U) W "� a w o Z -i ao a _ W a Z Z> 2 O LLICM Z 0. �z • �N M W N ° w a Z O (0 �� z wi ��v� o J z W ♦��� r 3� O¢NHN2a O Z a > Q W Co = m �° o z N y' 0 m ' r♦ \�; b�I: �ozZ aN�W2Qw z O O Q ; a 6_ m a o law o m Q! a r !2 m • H^'l.f cioo = ¢z¢�zix 0 0 F T = �R O >� x O w 7' i Z r = 1,�:! ," LL a >-LOU WOW F F z V V '.pN ¢ Wf LL LL ❑ V ■V, N Wo F WJmz F n x w ao m O F .j LO a ��• ok'o Q Nawz��m J CC z O b F Z ¢ °w,. x ai.❑O a w °w 0 O .J O II a • ram❑ f cN7>y �w x a W Z O¢ o ° >(D o0 > > W MO . ~��"r� ,'� 6 G z�zyz- ° Ix 0 j H N = N Nw E a¢ m m< ¢ N Q F O ♦♦ 1�` z¢w LL 3°z�w.of a¢y J W f14 ■ a J C N _ ti O ♦ ♦ x� 4a¢nazow" f a IL N ►r z sue" z axe z ¢ = W N ui a ❑N N° �o t Z z ■ Q Q C m O o _ a m h Z U) Lu �oZ t oz��w g oLLI o N W N z Q 3 = d W°wm �. �g�?I,W� 3 �. - ^ a c !. W W¢a °503�7�z aJa (n] m W fp1N W ■ a Ili S l o m N i' J W it ❑6 W Olx-❑❑Ua 0 aa�a 0 m ° _w m m W a ° ° 0 a3 a wT. waz ZRU N zsz z � Q k� a Z z a a a N w ¢ z a o a a= o 'o ❑w a y ri 3 U x ° a z o o' o O a m U z o U m m W pmy 3 1T J w o r rw m goz - mw r vwi¢ui Oz zo �N gzz z❑Wwo N jo aOR� �w Ow O W Q W LLa a a N moo w W w~� m>mo� w a U a❑w (��} Q ow z °a Cu °a¢r GPMMO� ,,,�ryry 2¢H-WW Z N z ° �� z w;° was ��� Uo r Vatz W z wo2 xw D a7 Uo o� � r a U Po i 689 F m0 o-oLL N LLN Ud+m m ❑ OU Sa0 m Z z ¢ W N W 2 z > NJU o J p z z Z <w a O d y wo' z e ww y0 Yw O C7 q ❑w y °a w F N a HZ= 2m o a °o LL a ma Qom U z O �^ U ¢ _ ¢O w U g os do a NF o a 8 z m � W F ❑ K A Nz� u- 8z� 4/ z N W. o oY w oo a U m wU�❑ � mi z^�° � o ox �' � ¢ r m W w L) N V z WUl ¢ H V z > >z Ei �g W as O °o z W LLI U N �3 d z e zo r i r r r r r O •� f �� am �y�� � x z m> >o y W Z a �3 °N�oa°w J a W to �� .+rr■ ��. 30 o¢m�y�5 Q Q W ONE i z o �!O y w w Q ♦ „hy♦ d rrpay�W F O Z r > W o 9 N o 'o z z m ¢ (N a 3 T (0 :; v _zz UN>w�aN W Lf) Z C a a u m w z W d z Q r m • !� �o== Z �zwx z . p O O 3 �R ¢ �' r O d W W R CO cc T 1 H f LL�O �_ prZS dye mUp f ~ T F = V V OLL W Mtn �` �f ¢ O W L Z W T T. ■ c ■ mW^i F U W mW Y=H a O h h p Y m ❑r! ¢ ¢z wr ¢� W p m m O 1- J N p ^� �- �'• o�,o a Nw¢wzQ3m J ¢ ■ H co z J N o 'wJ d¢ ¢ a w w G O J 00 w a FNc ■ 3cZp�w o Q W p• Z W N p - = G m� z Owp ww i0U w vi N w = (� • O .'r yi fS `�W� �wV G Zap O¢mOaa W m ■ J a 0 F m¢.. 2 a¢ ¢,x s¢ ¢ '� Q ~ F. � II �1 �� taw I�r az WUO¢y J W o __— —._ —_- .. m N a r�a w f !D O w _ w a _ co z ¢ g o W O H N iii rrr _ 2'a Z pzoN°y~� Z z Q G p U. ziu _ N 8 8 cc cc W ooz �o W °� W ■ v C m o _ ^ 3 d m h Z y ■ y°z Z z<mzm` z (� z W W N � '- '� o a a L Q 3 Z d Jow rwmzo2 r� a3a f_¢-Z_sor Q3 Q Z N w al�aaaaaaa J C p ¢ap C zp¢3W=r`iiw OGcc Fri L LA L �� ��J �` 31 �a li o�w���s� II a W W mO b ¢ W � �. m� _ a �a rU 3o a z %N wF =U SO ZO C, pW 5 O i p = r¢ oO LLU a T c d wU =a wo ` =il -1cc a m ws J w > 5 \ w a ON a W o wu ❑ O zzm g v w nLL¢>�o z N FAN LL W F ! � �00� y � wOZ U Z WNd Z Z W Z W < 0 o V C7 U z o °U Z ¢ l r LLpUr¢wrg wz O oo� x m �Ia ma=m¢�W¢arr ?o N o mmz N z ,� � uUmLL¢Fm.�Ca7w LL> w a3a a' W Y Wr z6 Nw�M< �a IL U a U I 6 y z a I M m 0 --- - M ------ _ O r a �U pw C 3 C O U H w ¢ <s a dp F, w m Y a O w z�z ^m m �O ioca� °z m s m °O z W O wa w�v '? mU K. OU r O ❑ O U O Z �W zzF e. d^OO f/1 W¢ d U O U O� � >> a U U a JL W V a w p� N 4 LL 9 NLL a Z a 0 0 o J z¢a N N ip im m a �c M M W F ow o v¢ LL W a Z .. W .. ___.. @ W � LU - o � cl) mz W�LL ; 6 a ►- W J j W I- H ^ a a~H} ! a a Sm 'n OWa L6 a .—o p E2Z- a�s _W Z WW W m z Z Q MZ Z WY o 0Z '2¢ Q_ d J Q = T .. ,. w a°E o a H U in in W w uj .o-.eao.os —_ ;■ m a U ¢ a 2 � a ¢m U p W p ¢ I 3N w 7 a J a v ❑¢2 W° wx z� w os a h m o o " m _m¢ 2 U d p.... _,.., m°m z_ of aw0 fv^ 3� Y a zdaz ac7 .1 Q�U �Nw zUZ ¢ w2 U€ �ww (°jay 8wo a F M3 �a5 L>)z L>) NLL W ❑W 2Yw OW0 d] XF Ur Q m zw yN a�jrow �u � U N n fO Y 1 pqU ^ O a _ K ! Wmw [� Z 2 ci Z _ f z ioj�, a 3 wI ,. r¢ pw I o 3Y h J. >0U cn my^ rr Or w » ¢ m a > � a^ No cz ro ¢ z oa W y O O ` r cwiC 3 w ao zm �a 3 (Y7 F =oRu r 41 �Y nw W m Z C° OV V 2 V 7 O S N? W w az¢ �d z d c W Oj o w w ap r ? a w f¢LL O b �� U¢ ¢ m U z 5 M a --..----II N a— W a o g Q U W 7 m 8 o m — -,.— z s • d W U Z ! I . a m r m w %mm = w5 or w a v azm r° w ° g N = Sa d wLL w w ° a U UU z¢6 w N n= m ja a a a bu� em a ■ s m 7CY r r r t r r �- r r p �\ Qr wzpy Oz W {� • �� MMC - Z G Q Z m c. _ ° f iw w a W Q p �I ''ey► 1t�• 3a °-OQ rG a Z -00 Z r Q a W �_ �' w ° Iwr o m Q Q 3 Y m svGON 0p �o� z z> Z pp 3 a d m a Z awl F i ° > lr !>� m o w Y Z r S �O� ¢�� °�-2,1w u w m� m w� m w o _ W - ■_ w * ww� 1- c �w�xr W m w mo m W i y zwo Q a z im Q 0 p Z ¢ W or m ¢z niIm0 a w o f" J �r'wU �,g� o�U .�� oaaz= fie e Z O F- m 0� o 'w o O �_ GD ey5� 0 7oZwrw¢o F Z W ({� to C mwl z !ow�wul w N N Wco is`��..�y phc".� �rj cwi R z¢p�n0¢=rc J y Z C IFJI Na i,a¢ rcx Q ~ W �1 �A z?z � �z mwUpxy J ■ _ T J J = -o a.- --- 6 y p la lil or¢n�rxnoxa?cri F Q Z = ■ Q a G m C C Ic a 'a c n n m n cc N Z y g m°z �L �zQ<.z�� Z Z ■ W N c Z QQ 3 Z d wo,w r�mzowm Q I/! G G v O a�� S o°¢aw UOw C 4 W' OIC z al�alaallaaaa 6 O J o�mrtxo_- �ul W 3I Ow Ii o¢wmr OmU II >r oil;' - jpl 0 F 0Y1 =1 O W N �w uo a a .� Z m N a3 �ma z °s F � = I i Q '�E O f � 0 0 � � � m W�o v > Z mn= z - o z� J � II`tJ I � Io a zrc w N o^ � z it N I\ 00 m . � $ :nl - a„ ¢a< a as Lan w o s r C N v A Aso 'J all 'a�z c-Iaaa-I ^ ° E21 78 3 a s dT `� tea° v m y o r°<o+ct <a` ■ =m F � I � � s s � Y N ❑ zN CL>u O W¢ ui W N 4Z CD G \ zm sLL�> xo y - - Ch 2 ro z z > a W O ��► ��♦ 3� o���m¢a Q ~ a W 01 = o o O w W O Z r > W ° N o a my = w c y > r m ♦s, � �y♦ goo Q 5 m o ♦r ♦ zz am�wxa�, Z D p p a 3 a _� m 'haw o m a Q T 1C m OA`5 `+ ¢fo O_ �om�z>x Z m O w O w Y r. •y.? �F� : wwa amomOo F T F' Z u a y w",¢ w� ¢ w ❑ W r V • mw� F uw� w>=� W Q n rp Y umi ❑�, cLO� w ❑ ❑ • o�'o C m�❑za3m J EC f O W F Z 0: m wg K W-I,a� ¢ a w w 0 0 j 0 • .O C`�u• Qmo �oN�rw_ ~ W Z W a p p yC 30.j0 ZO ♦'' a? ♦ z¢zwZZ O m ww zU w m N 0 ♦ C} '� UC7U O Om m 111 ■ Ipr J y _ .. 0 N Na a�.¢x �a x _ _ Q ~ 0 01 41� ¢w LL a0-w Oprc� J z � m rc J N _ d n y O ►.� ♦ �aLL Z maymzz=� H W p � _ W 7 0 N W Y mom¢ _ o022 Oa F Z ■ Q C m a _ a W m 7 W coio� = a°oQ ¢� �7 N p ti N _ ■ 9 W w ° L� � o a 3 S m n a 3 Z d ww. 3 ��z?°Eon Q 3 3 W l��a�a a a a Q fop O��RC W om� I iui II I��I �I JW I� ❑¢W❑�❑❑� i t L---j L W W m y m ME 10 LLI ME 2,2 c.X G T O �o€ W m = gmaR�° a Z F m cdc a4� M E F E J m y _ YY � y L� - Y10 a E a 8 g m 25 m LU to M1 .. c 4 y _ C rn S, tmp N l0 N N N f0 a O cc o L z ,m„ Pd Z NP C�OQO0- OOOOBO0 SQQ, � t� E C �- �. 'V¢ m kc $$ Pt y c�c yg� m y U">9 0 d3� �g o` G9 N I Lu m ° ca e n a W 6i z a Z 7 H }ice y l\ 7 Z �'v Z W �c f W 0 LL zz z � az E1 az 57, M 1 M M r V I z m 00 U 00 0) ° .. �?j WO k j aaOW ��� WM '� S ONH 'N W JAU ` �l ��S o 1, Cd Cd o - C e?:; i 00 z ,l�Al�f1S �lIS �NIlSIX� N N T vs r ■alja0 ■ ■ ■ ■ a Noudlaos3a 31sa ON y101LO�S w m ow U o z s o L: SNOISV -=3)A m 3 O0MWNNOLLLvmoHNtl NBLUUM OHWA 1Wd N UO 31ONM N❑38n 38 OLM dlV �W / NOlONI�d`d � o 0 o 0 a w0 3319i CBM i0M 3NL d0 wn akwion 3NL UOd®Ltl3NO SYM ONMWO'o1NL z w J Z W W } > K O N Z N z 0 W r z _ w w r m a o oaf ja w J��w 0 oS w } z w o w o J w N z z a z W z z F am�naw OZ T ¢u mu°F F v zz }z w z° a�U�z6 m w z ma ❑ _ w < w a ❑ in a wm mx xw❑o m m.o z ti a wo ULL.. n: z a Q U J ❑ Y K Z x Z z } K J 3 W R' K J W Z Q Q > In p2❑U W J❑CC m a V J wCW�� �a=O ,+1 a �'/^� U° F W F Q W^ T}}J Q a z¢F ❑ Z ¢ J Z W O J O: ❑ O U Z Z .F Z a Q m m p X >�U- pa(jOYW 00�W> N OO:❑ W N + V! W wF 7❑rn W N WQF-W x 0w❑ z Q ¢ ° D: O m w O. F S z J 2 > lr N 2 2 K m W a Z x a a ❑ O U U°p 2 z W w V z z N m W w m U m H /1 O ❑K U a U J 0 3 3 m rn �' z o w �' w I- a J www all �Z a o m o �Nri O o rcz Uaw o zwz Z,-) ��� m a w �` w�w ,`� J w p II p II II II II II II O �n vl ¢ O❑. ¢ J Q Z U F- U U W J W Z m Q ❑ W W p Z m J p o a p w a a H W '5 o Y z L a ¢ z ¢ a J a ° �FUm= ¢�o�oU Uoraw oo� � O N o J �ml-wow F- Wp Wp z ¢ ¢ a o a 3 m cn z w F w 0 3 G. U U G m f can w za° omz ,a3o!mY� o < a¢O 0 W Nz mz5 U w o W ❑ o w ❑ ❑ ❑ ❑ o: ¢ W ❑ _ >Oapw ao N wnd�j W z mr Moon aao oa Uaaw Zz}¢��� ~ ' F m W W W W W W 2 Y W z O m N mHzZx Z N J °M ZaNU w ° m II m U0 OU' H❑ a T m = x U O: K m � K U U o ~a v W� OIL fi V) `t Za ZF W OF- 1-zZ H3�WZ o ° ❑ w w �" > > > > o �"I = o ¢ �B ® Cj ❑ ® d 0 n a❑m J w �Z'0 o�oomeYoo� oaa 11 NZ �w�o OX oNQ� > > O > U 3 m wVO�H ¢ V1Z OZX a �w �tO+I ❑ ¢� Q�Y^ zF� LL 2 to m s Q m O m m O m m m m Ci O: N tr aOO ol-�w Z -.amo N zw °m rnNm oN ¢�a�~ oz-n2} 0 ���`iNl� (� a Ox � aZ 3 ��aa� �WSa6�� W of o x- ❑ z M/ n:❑ �n Sa J O' IiZJO a C� OF MKS M^Q ZvC�NtV Z K WaWJ °N K LL Y❑li QrZ(TUF I ❑ N =taz 0 o a zal- a 3 m3zw wi❑U `'�1 z 0 K Q H Y Q N W- Z Y WO¢00 C�C O F- Z. WwN W Oj QOaU'O U�Fw�y�O W ❑ J x J > K Ww 2 JOLLF rG Q pUa M ❑0 Q2HZF a�JO:� K Q Q O O �} y+1 rWWG w W ZQKZ� /W1� O W W aY Wiz, \ ¢ C� ZWQ QU owS< zKpj�r O H > m 0. O J f- z z O ❑m LJ W 2 N Z a W a ti OI^ O a x Z 8I M O O-x W o § 5 5 3 h W N o ¢ w ° ° F❑ po w w w�saO Q w m w m 0 in 0 m t� z m w > a nx >< c�wx W I ?�oz� lL �N ~m aw 0 ° oN >°w co 5lg p��o �z av Z a 5 O F F O a ¢ J w J�OWWw J (n Z zOp Z ZW ¢� �Q N �� Kx Oa aZ ��a U= W I 0 0 0 a V U wNH> Q O N W mN aV aoZ U ZZ ° a m^ WJw NO �JNW❑ ❑-Jw0 /R �JOMW a ❑ O U M Z ❑CC zF zx JJ W o ^�j O,Z =< J� z IWz a J V I �QvQ QiI(mj W O ¢ z ❑� w°W wW4i W Oa VZZQ' Km U �O FVl N10 OOQ° W I I I �k'C a ® 4 6 ® � ❑ o wWrrww xw ono o❑�z JLi ❑aw J ❑ y ❑ z N o w °z�� �� CO at �xoom Oaao a Finac N r fn (n tl nl F-W U Z J J o CL w x 009LOF004L901f f OOS£0£DO>!SO!£ Z =o x 9101 xvl 1107 xv1 w i o O o o 3,AE,6600N °",x 8 U MW v p O z M = N ,Bb'9SE �,n .II ! � w � o m y W W °y Sao oN o q Z a! F Y ¢ rc ❑° ❑ o __ a'n 3�AE.6LOON - �...-......_. <o c� N �.. \`. .d U Z ° o U i x Z m a N LU EL'99 \ t 9E j w ag aza pO �m ¢ <� �❑❑ wrr w ;na a �� o �ggHu mo OZ xo n ¢� ^ a >q m / Air w om oUo Na N m 'onLL, w Jzo z w o z� xm 4 m o ¢ o: p O- 41 ¢z wco o❑ l/J F I� �Nz 3 o o xa as m ° Leo UU mn ao SJ w zw om n v a z w c� ZU a o• oo �� uN �� -o f � > o wa x w N _ o bN zz o m d,n z- ax UO VO� mW N �Q 0-�J Wm d ^ k`� w0 J Wz m O: zj O O O w 0W KFZ m �^ Q Oul F� lJJ O' to 0 Ot OMi N W J m wow zx wa X 3N 3nV HiL9 z w°•� z o z z o F F a ° qi° ,°�•"�. s J y ZU �co zZ z 3„OE,61.00N .e z 0 OOF �J /Y lY J M N �o ,OO'OSL uo. K w OU OU a M m 02 x O M a� ❑ z mZ mMa o a a Q �¢ ❑^� wwF w w , Fc` ❑ow 7ir 3 �i h N Iz z F °wN QUz z0^w z0 z0 0 �� IQ� c�v 0 I- g .8 Oza Fa° F F a Z O w I 0 wz CGS W O ❑ M !n x 2 O I V I N cn �Q aO:O m z m co o h VI i �m w8z � m z O W CL W 0 0 U V N N ayN 'W �n a wO o:F o4 o 0 0$ /I m o o vmi z �W �aaF �¢= U _U �� orn`" d arn o z �a Ui- ��o f T 0 a OO Ow U00 U U M NM Im 3 I� In U� _I! �Z �ZLLW W zj z0 Q ZW O WOOZ Q❑ I°i 'r N ,ONO I QQ O WwN OFN U ham- alma ,z° c� N J n Z a °�o °aac^ aoo ¢o ¢o Wc z° z�az wUz wU wU ZO'OE6 G N-+ p M„lZ,OZ.lOS w °a a 1N ]AV H1L9 0 L W I N I �I O a al g2Q �2 w� w51 � �=N I ^I0 �2 �n� MM. pN z Iw ' j x I Q I N I j W m� ——— l — 3„0¢,600N say '50- / I i ti �"� ❑ x 149-c Ft Ft Q fn Vl N w i. / Nw -� w p m Q F 6bt_ — / x a Q. Q z a f z zU oy '.r ° Op i a ¢0 'na Ka W UZ a wa.0 ❑ Z nn U cc Vl w2 0 z a m w Fw� N zZ 2 x N ZQz W JO I I N a 0 ❑ 2 OwU ❑ mm ad z NSW Oa m J a m} Z ❑ o ¢¢m❑ 3z zo -�_--- z O-OU °F�J mj a z a z�n: wing LL O p ?a0 z Oi3 W� W G m �Jw J d W m Fzo ❑ N ❑ aom U UNH N } W z ¢ Q $ m8w OO z VI zW r 2 U Fo oou> ❑� o - 03 m a to �+ z o ,�^� z < ❑ i w w z fLZQ Zz C N n Za= 0.- ❑ SRO+ �Na ¢ a mo0 m cmj V3 II R o o Nw w--d z� zz C7 Nz �W z m 4FKQ mWW M Y V O ppmp< 'u �Z O w U ZOzz�0 �a Z >N= N� zo w. _CD0Q �\ O Wiz' OU pWZ=NF \1 ^3 r z owzor wN o K w��3wU z`n auu Ny a t� U 88^ oo Z0 o 0❑zzn¢ a'ZO �A O F❑OD: O o xil a^ N 3f W www ww o zoYmo� ^v al Us 4re��J zLL 3 z r F Z w0 O Z Z F^QI,BS.O.O30 OLL33n�bW w W3O BM7IN (J �z°dos oam w0 W ¢ FUIMDU W FU¢ UU ❑ Z O J Ow, xw z Nn� n:O wm a N Z ■ a J y J J J . J Y N . ........ m - O W ¢� O wz W zm jaov mz W W N a al Z �� �� ��wm Y° y • ►� C� ~ '.. CO z3 mm yrOza c Z N O w W w a Q Q �I `♦►■ �♦ � rtQywww¢ Q W O1 ❑ O w Q Y ♦ 7/ >a rr❑ m W O Z r > q W ¢� z a Z W Q 0 m 7 t® ;'� �: JZZ = �NWwFaN O Q g 3 d m a j$ zo aW o m Q 3 m ♦... :a \ :♦ LL�p O rort�z x Q Z F r I �w a x > s >E s x m L = s l '" r a o0a>-'mOo F r Z v j w eaN ws O w Y 0 = W m... i.. ® mw� F mOa W V Q q Q h n x l W x x LL ❑ m V Ow-'pw �St Z Wto J xz wr m�j w ❑ ❑ Q H J lf1 pia oho a Nw¢wz m M /� G N � O m NW zo �� zd a ❑ p W Q J Q II ♦ le��• aWo C i¢NZyr�i z¢pm ii ii m O N Y 0 F m or ja¢ ¢i �¢ vyi S co Q ♦ 'i, Uf70 -p pxo a�a W � m i ■ Ir J N co N q �J ♦` .++ Zaz O 3zmwOOST J f LLI 2 ro ..__._.... ._. ........ b y ♦V ♦ v LL a z x ~ 7 W a ■ H a G Q z F 8 ' (a >. N m , W oZz °o❑WQyo� F V 2 Y1 1 V p m C p m e 6 m h y ■ mOz = c¢iiz¢xd��¢uri = Z 0 w m o o a z Q 3 z ° w � 3 �? d� 3 W a O j Q W O waa °o03z❑wz Q _... J pp C • ; , „ = a'a!a a a a a a l i iu i,O,, Q W O H O D V W ° o LL U LL �W ¢ N U r wg ° w xx ❑ ❑ ° �z z =a �z a xw wmya ° z go F �� o-Or �Sa r� ? x2 ° o Oaf ro wU U H as Q`a w¢Vo O= w z r>O Jnm w O JN °W WN d 2 U xNr N W W U TF j W LL o S W 2 w ?- 03 ZN € C¢ ¢Wx O �z Z_ Y cc ar ? r Y LLa F U 2t wo oa ❑o w LLw xo r }- O _m am z o w0 ¢ I7 wmy LLU w 3 �N 80z z 0❑ g a pw 6V a� I U ❑x a zJ o zo aw❑ °O 5 oo °w$ r°- Ei Fz m x= �N , c7 w W �w = O ¢ JZZ ��° ox z �N Oa z � o °zw dr z cwi D. = W U❑ (7 u0 w Za VUf Ra w UZ U� N�Q W Q� ❑ p6 ❑� �� a f7 Q ¢ I I Z J 1J1 d/E/d 8 0 Oa �o Z�� °❑ a >o aw ° 2 r Mw cw7 �¢ ¢❑ W �= zZ mw = as Vim❑ w c7 =a o w5 �� °¢ tvo °cmwwn ¢ gm ❑ O� �� I r W °w i^ a¢ O..'� mri 7 6 'z' za j w z Z O d O oz_ a�w w0 rrr¢LLL ¢ �Om o fJpz a a N u N I ¢ U a� w� U�m �w yz Hp0 ❑ ¢U w �w �? °z M' i ry i m z; 3 F m II-- f=7 Y/ SOU x m� x V 5m C z W za W�U y� > 57 W Vm a Nx wSS JO Wr °O ° WWI Z V1U 6 ❑a O (7 F oa m m rN o zao mwm o � = o. > `- $ a wry \ W 3 aw ��° z w� wF > 0•� W J m� =Ow Qo ❑❑Q ❑W ❑� mQ� x � � a a_ � � � � aQ I IW � z 111111111 z NZ J E W m g, �¢ U,- Ox0 yC7 w2 W m3 ❑ _ p p U Q J �Oa 0 mW Zia O� az¢ a 8ww N ❑N ¢ zx M z¢ ¢ sry I I IN W d °aa W �m om cw� Wo �w pma Na °o aw w 3z> =a U,] _>-> 3 =m =tam zip �m Z°Z° z _^ _. J a 8 F W Ewa Nw °zo mG �' Nw N>a 6Z mamw ¢r Q mw �o� Hd U�m N mm zow mw W m� �W7 WNW Uj zx xj V�p- LL Q Z Rw o L,0 OrN 6 Op J rN 6 7 m 6 ❑y O ml- O O F m Cuj N F O U x UN QUJ QUY U z U x w Uxw - - o m z z o do CU p tYw G Q W ?U y Z y sU m W N Q U❑ a F V W-W W W� r> W FFFr rax ❑az W= r O F� wpa W WF❑ O ZN ❑ zm W zW z�w Z❑- xr z W.� z¢ ❑g m OW zox¢ Ow ox ooF� o0G Jo ow zr aw O Ur ❑vU Um a Ur UU OUW 33 a0 vm ❑ w J �❑ W a A m m i U n 6 O w W V 2 x �Z w a 0 z O x O w ZUx F� O so 6U 1w QO �a 2r a x x X x X _ _ ry � b 16 rya I'T T 2m\ \W Z !S�ztt\FZ \ 'Y 0\¢O\ m- X o¢•sa X�°m�mw \ <�X E= oa- X XZ� X Fa m aQ yQ F_a zN a \ am O j0 j mw 2O ¢ F' a w 0 X rw a O ❑U LL >U F ❑o gw am Q oz Os >U>= K� Z U R O W Q NOw / Qo- Z O (7 �'tt �O + Or Q xz �o '65 d ai i� I 1LLI - s o y ¢ fR aox I�� ax w r3 <xi I J zx Z. I V Nu pw zw x O b pin f r¢\ O T T I C a V oa o� �� FL W w � o r Lu _° Uw rZ� mom\ `ay5 a� a Uw UJ z�\Em �� am0 U .o go w� iv L x r a ❑� J WO ma wN P \ o \' O X g X X X m. a r o_ ` ar \oC7 rN w w a a rm I r o r a 1r 1 d l d — 1 — d — 1 — d — 1 — d a e r 7 II s z s z � zxw�F z 2 o U> a rpo � p y Oocw a _ r r s N m 8� s a _ y s s ■ s S 2 s s ¢m m LL �z o2 Z Y 0 w v m m CO j m m m m m m h 6 Q Zm >ay> j0 W N IL �� N O w w > _ W Z O .a � >xwzW❑W .J ►■ W 5Z F Q Q W m �• o z W IN w > a W p O II °** °®• 30 ° �w�w og� v N Z r > a W s ❑ o 'm��� z I z Q r m m +* erazz z <www� Ln O z a m W I� Z WZ O m U Q • 0 (,10 I-zm�Z x Z O O 3 m '. a O 'awiw m w = v n LLf� O zoaa-mho _ Q V h h y H ¢ `�w.w m0! w LL o m O f J N O • S''.*\ ZWO Q -.-OH �m F J VI N J , H _ > > oW cc o W = O J ` _� pJQ !'0262G E W W O m w mo wz a= OU O rL p N ~ Q F m OC W NN (7 O x z O z 0 vxi w 't � a w ♦Y z z m ¢ m m �. 3❑ ww o w ♦ LS ® UOU - o W r fr = e Q mx �a z '� Q ~ ♦1 „1® zaw IOr 3H3WwOpmy J f Z z _ a dm — d h H p 'r® �y° �; haw Z ��fwza�� J '7 Z � w Ow O ui o W 7 0 N y W Z 2Qa Jz0 FnO_ ■ F Q Q W Z r e (� m W 0z� U' o❑Wmw� C7 W O l3 O p m O p A "� R m ti �' Z 7 N PC mpw 0 Z Z caiZz�mdm�zy Z M Z H H I_._8._.;_�._lyw < a Z Q 3 = 6 Ww� 3 �gmawwu=iy v O ^ I m - �Q= Q Zp�;Wn�W a /R = --2L- a aaa g ;, If oaWo�Ss� It V m w rL y Z�wW W OU z7ZF_ 41 ¢ w~IL W Z m ❑ U Fa m w W wmZ �m a O O W LL1 m U tW;2<g W. OU Z U �� o 0 ~' m m W. b < O 3 O�NW W W HZ z6 7 6 Z � ❑'-.ig SO: O Wam m z w m 0 �Z ao N �Q�a 0 m o z o y o ¢ aww x F' f z mw ❑ F Z m z m --z 3 z a2 zR 86 m m y� wmwzaa ❑ ow U 3 z U U N °$ m ❑ oo z ::0 0d z z c°� m a < J m sa w�rz o O x w g s¢ cYi ❑ x• wwrO W m �O 3 0 a z o J U o b ❑ m' G U V ...n m m m m O >> �, m Nry w O Z W ❑ m 0 O Z^- W ¢ U U Z O a O m- � W N; m R x t ❑ `'w xO ~ W m zU p =J4 J r w e O w ?i x Exo Wa �- =O ❑ U `"x y O w �w- m€ Q V< X z ¢ w h m HF wr�+ N zoo UmyO zo c7 �WO sawm ywog a❑w¢� ��mJ�am Qwu-w. mtix wfm��¢3Ymzo�8��ma�¢aN ¢O O}H a � I . • • oz w. -O z moam 0 m❑ -41 mkLL>ul m o La 0' z z � � O O aO ZO Oz V �I VZ01 LOz ZWp J X U�❑ m O O ❑ Z 3 QW zm 7Wa Gz md f(p❑ z 0J yWU O COmm O� w U ¢Z _ m Z O Z Z Z m- zO 0 O } ❑z=❑a w W ' ZFZ Z'r wm ¢ wzowwZ tia m F�F0 ��pW7 zw 7�1! OO m maW UJEZp ¢xW¢¢Z ¢z❑ mZ ❑.— W O O O N S z Qm0 QUO wm m Fm Om O U QO V �J ri 6 Ln m ^ ec m z 0 m 0 Z w o ado 0 3 w �ko z Oza O i Z'x w QS mpw m F am O Ow Y U x W N p� H rW 0 w m m F d O w d 6 Z O 0r118 d d N y W adz o FEU a00 CC77(7z zz0 OOz X X X — X X X X X X X X -- X X -__------- ___-- _�-- - _----.._---------- �• z x \ zo xM 0w x N N w / \ I + w x w m A•.., �- m � m o x w a F p R W w 22 I x 0o z0 U o� , wow oz � � F, dz x / X I ' �z ol uo x o� z ° I zww zz aw o 00 °z° x ya m W_¢z li ! I 4w T z x °ao d cE oa^ �3a ' Y aN - fm I wz mo I I c$z a tom ❑8 I I aW ao x ono �/ ° s� ' ! am I x xa Q Koa ow Z X 1 is ? mxa ,I � - � .JU I. ~row z O 6Cm70 ,I X__ w� I w m zNf sz x a d z z°o wO J I� w mWx---- �z z a u 0o I I m I I I I gz U, x .._ _ I zd❑& cc z W l I I x V U U Zy -------- M-r---- So j �w x i • } --------- xw W oL _-- __-_ Imo. d a JO - -�'--- -------- ❑ w X X X X X X X X X X X X X $w r w a V a O z Od roz �a �' m0 < a, o8za z w_ y p? O O m� ~Qz UY mx iW z n c Z y U y z y O a m U a {III I ■ am ° ° ° l o o � � J y ` � ❑ Y•• r r r r r r 0 > �\ ¢� wzwp o¢ Vm _ m' m m m m m m m h d a \� zm >a2� mR y ww- r� HCC —1 - ----- W N G w� mo E ao J • �1 M W N i 1 m d Z II -. S Qw ��riNiy O¢w Q 2— Q W col = o p o !�r-n w w Q 0 Y �b� , ��it �a O~O-`�"�� , W Z r > a W ° I� o mF ? m ¢ H Q ?� m 7 O �zz ¢m>wFan _ O 2 cl 0 0 a 3 a t m a z law o m !Q r !2 m �.'► ¢g=O C �oc�zmx V F2 ~y W�, m oOpw Jm❑y=� a V n h Y m , l m iww wrimp w w ❑ m O P J N V u ° ° <.•' cFov a awza>'m_ O Z S o ��� o w w o p J C+, `�❑ c�❑N ;,¢p ~ Z w {✓V N ww OR 0 w 1 RD W Z 0 `.� •`�4 ca.C:j R z¢�m�w�m yj f0 Q N2 0 F �a a¢ mx,�¢ ¢ fn S F ' 0 ,�, ` z`rz �zinw�wma J {✓V a . � ¢ p > ■ Z } LLI G J = - -- -- - ---- W h N N iii °rvr-yM� r ��a Z ov¢i� ow�o H , Z ■ F Q a W Z - m Z °¢z JOow�.nc� W ti o 0 W �z- �i ¢ 0 0 U cc _ W ;npz Z c�zaQmzwfD = 2 � � N � o a n - = Q •j W 6 Jwa $ r"cz° o� 3 V a ul Z aa.daaaaaIt a ZIC ■ W 3sd O o<wo�000 I� \O r J Qto w w w w d 06 w °'Q 0 � O L caw wr Y w° I OR'w U o a U O -- O} U a w J Oo �O 06 m❑ 1 O Z w° W Q O c (nLL a_¢ N I °z C/) WG T a �r o �ryw � <c �� - — _ ---- ---- - — ! Ewa W Z LLJ J w -- - - — ----- ---- z m ow ¢° LLI E- o Z w w N 2J0C) 11J z� m°" o� HZ OCJ 00 H0ZF— LJJ CV za QQO � � � a 06 O cn I Z W o QW � U < ~ frO Z (AQ � z oW Z W W mz a U F"- F- 0 z LLIlJ J m r w Z w } O O W > �' 1 O¢ �z Q M F- U E w ¢ w z _ mm x LL W a z m a z w Uwz am¢ ~ mm wiz ate¢ W ZQ¢r W zGO Cw70 ZOO} Y Z0. F aoj �Og z^ ¢N N I N wm r�-r > z.-w �>1 o� ¢tea ~Og ¢tea Or Ir m ¢� o¢� -� pFj °N fOw o z z a- o x _ w� z OO O�Q Owww ao2 w� WO z z H ci r¢w OOUo Z�w Sz 5. wN w a �F Z LL Z 'Z!- W¢ r mw � ¢Z zw v)iz¢ ¢'Y'w fnxz¢ 33 ww a z Zg O I 0 Ir ow~ ¢ §� zw(n W a 7 uj � w a mz mxW In Ccn uj tmm wWUW N II =O O x¢ O Z r aoz z -J1. D ( M I I I I _ I I � I I I I I I I I I I I I I U m 0 z Z m o j m p v m ¢ 2 z ¢ r o d o w o F w � Z w Q z r z 2 m = O W 0 O z U m o - ¢ °w z r o r m w W O w p ¢ w a z C7 w 3 Oz w x O ¢ r 2 0 u O w ° W # Z Z 0 O m (7 6► U U 1 am O U - rz pg w�o� vwiz �•` m >za - �R W F. m -_. W W l"1 N — d Z II .. wzoa a Z zallo z z N > W O ��� ��I �o o�� yew J \ Q W O R L0 z ¢ y a T m 1� ,..;0 b Y. J0❑ �0ogy�rc O = Z r Q Q a 6 m a O jZ aw O m a a 3 r m . `'� UOo C R0¢�z>x Q O H O = 3 m o E is s m w Y i.- = r Zpd}m�mU� �. Z Q F Fz O V w �w.x w� x a ❑ W V �o J ZwO f Opww w>xr_ Q O h r0 ! m ❑� m ¢z wr'Ix0 w ❑ ❑ m N a • zw0 Q y¢❑zm3m O J 8 orU y w-a rc o w� a� OU a j m O J O " �i wo 7'�Nw�w Za W co W � J .. O F w o� ww zd w w y W T. — . ♦" ,r6 ¢ww ¢ z zyz� W ,V m r S a¢ mxsa x a N F `d' 4�%�� <z O 3❑pxpa�a .Y O Q ■ a J Nl m = o --- ....... ._..-- --.....---- — Q .. ZA N w Lr z w.a 0 0 w r H z O a z �. o c W 7 O cc y N lil �'•'R F g�a Z oZ y0a1q F �R z ■ F a Q IL O z f 8 0 gQ 8 OC LD m .4 m W pzz �7 �d �aN�� �7 {V V O W p m O o e A 0 6 Cd h �, z 'f NOz z caiiz¢a¢rcr rn z z vi a 4 v a N a u�❑w rnw�d OwrwnN W o z Q ; z �F� 3 r� zwMor 3 3 p 7 > —_. Q W O wad poo3z»z cc ;� aaaaaaaa u �,u o���=�N� ■ I I I II I J W 3ww i ❑aw❑r❑❑O.-.j II gog r 0 w w =f z3o �M =a0 pam U Q M ® W J O O a ® v Zo 0❑0 z ® ® ® Ir c� o W rl^ M ® ® 0 x ® ¢zOz T.. Y U F z wz J oo C zc�❑z r ® 6 Oa oz U "� N 3 3 w; a�mwx¢ ?ww�¢a�naw�¢Q❑ii g�wd�QC❑pUZti7 r� nC�❑Uoi C77 0 z-Z 06 O z m U r °mw _0Q za: w a z U z C), v x X= , 2 z0W m0 c crE i -wz A 0O MN r U0 ¢,o so 0a 05 ¢ z aswtZo U oo0m ZW Z�O dO OWzQ`��y w ON 0 0 Ow 3r z �z ❑m Pm W I I W N Q H O ¢a Uw O z ❑a 0. 3a z- 3? za Fz w� Z r0 O rw d U m w r z Nxi Z( l 6 ❑EZ 000 ® 0 ❑ ¢UU 2 Z d m J �-� r wm w U3 i O0z �U Xw ZW a Z 7 .wa r z O 1000 �m w0 _ MW w pp w00 3 ao V ¢EZa z3. _ W LL OOx Ow rdz da Z �3cwi — G T. O c. 0 w 0o O z wm pU SL o w U a (H1d3(31SOH:l tl0) M O rn 'NIW..0E d a w Z O Z W 0 z z c w > O W w w 8 Z W a c v Q IC N U C7 v p N O U p J Ir 5 r U w W W d M z ❑ 0 i � o O x O Ucc rw OOOO /VVR Z > Mw F > C9 a vm m m m m m m l m l 'm ti 6 G �`�� zm W N a co s�?> zc • �i CC �'1 wcic�O aZ G~J T = � cmi al ',¢ij ¢ m Z CO Z a� W ,pmao O O o LLDoO O z w o lg 2 Y _ j =z D pzp wa aO Z W G oZ o O 1 h- , O c mxc 0?<Quz❑OO'<�z z�xLL HQ �l� a � o W Z C) W ?F ' Zp J Ic LLI W In ¢O Z a¢ fL W cc z o JW 2 cc cq ■ Ir ro J N a z. zm - -_ — -- - __ a. .. ❑NW n a .a wJ f 6 H II �R�; � F Z ou¢��zxx W ¢ z 0 F 2 ■ V Q ' a p m O pLi. a d m h N m 'i 0 e viOz Z �o<Q¢zc 2 Z W N Z N o N m N N N n W c "' N Q Z 6 m❑W r �z O H m Z a W D waa 3 Ooo3z�c 3 3 N �I, _ C1 ¢_.o❑ z x wo�� C ■ d G z Cla alaaaaa 6 O .a W C I�JI �I IL�I I�JI �I Y K U j W o a xx W oI w a ❑ F Q L LL C z O -" ❑ ❑ ❑ ❑ O ❑ ❑ N ¢ w m 3 J a w z ¢ 4a a a4 WZ Fm zw3fn S z Oz Jo 4waLr UJw we ❑- ZCtFQ"� m sU ¢ ❑ owIw� =a�Aw r o o 3 ¢ �� ¢ ZZ 6 .G m Z wDnOg ¢ o ❑ ¢ ❑ ,O z w ¢ .2 ¢ o O oz o O 0 m0 ❑ 0 'c � � ��`°Uc w mm � � wo �ouo z a z a J oo zz UO �.'w�Q '�U @ v z �o mm zz m ga �_ ou c W - W o ❑❑ 9¢ 0 0 ��o d II v Z T. m EZO ¢ ICI mm ❑owwoo zz¢�zz w I-O Nap'�w - it il� w W - m1 zrrazz �¢m00¢a az w I� W 0 my ^oc ¢ 7 7aa �mm m a¢ a W h III - N .._-N -m _m �:. m.. m _ o wiz oc0000 z o0 z a wNm o J ¢ oo o. aaLc¢< wzzz�, l5wwww om oO z� aZ'�z w as q� ICI LL I LL _ M� 0.❑ 0, Ow ?m Q c e ..-. _- LL �Y m z w m < ¢ LL Z Z (�(�C7U OO Y>>YYY �.W m ❑ LL w Z O Z N cn N a Nma o a0 < a Yw- a❑ Z S OO F W U. La V zo ❑o Swa za zoo X� ..a o ❑ ❑ a ap iW-OU f 0 ¢ p0 �� 'LL. �. .2 �� O i ¢ ¢ < Z U a m Q a F Z S -,,-0 F U W 2 W Y S o X x - 2 - Q O QXO ¢O Or w� a0 r>> �a w F H J z a o� �Z Z; - z �N LL o O ¢ z W m� z v oz o0 0� ¢> Frc 'w ro w o N o °d Fa Q ❑ I-❑ O z a xwron o¢a a¢ ¢cx o✓G acLL=�❑"'�¢ ga 3Uw>nI �>iN>w yw waJZ mw r FY Ni¢i N W a Wa m C7 zZm O�¢ w >¢ ¢O O 4 mz Oz w H y na Va a a go ¢usazO o z O mDaa Ln<- Z ~ W LL a: LL if .r, 0 a K wz Q zw ON �- z m o z O >m z 0 k ik ¢m W J w ca w G ¢ 4 4 C ¢ ® 0 Q V Q 'z =I 0 T ���.i d O ��- w Z j \ z W a � zU u < M �m Z < gz \II 1 Z Q z� IQ .zli W a z . - O of <2 i � x a t0 4 Oa Nzc \ a a F) i50 xN a \}, w 0 rZ cI � N Ir V II V ^? � m ArN .guu zl� ° air'S Z xi� Qlz �:iic ��r 0 OW Ala O >W _ n C W m m cai?w? ^�'� d aV xaWo �. Ul J a I aj V J M IC. a Z W WC 00 = r W S Nr f 0 LL w a z Y W O O w U O C) Q K S I Z z z z Z r w 0a rc a \JIB W a a a o W o z w04 ¢ �� Z >n a LL O 3 �f., W iC Q w ¢ J - OI❑ O z N w z w O ��1 N W T O rya ay rya a ¢ ¢ ¢ m 4 a v w G z V w ❑ ¢O ❑ ¢ �'� z w LL z w m m co m m 16 m �o �o N� Z W i _n Z V W O ❑O O > W �'k- 1� Z X m X m m X X X m N M1 z 6 $ W a¢ 4 O m > All Z g m oa. N.s o a 3 a �¢ >. 5 W ti r ti ti r r Wz Elw a >� m f z j G m a 2 w O = Z oz z .o crz� ° 0a wz a a G �¢ a z x a _ F LL w ❑ ow ¢= zo wla � a v Ali N ¢ p ¢ z ac m O Fm f LL w a z o x3 �c W a w N UO U� N 5 r Q W � H 2 W O W O ¢_ a ¢ m F <x O O U r a m 3 aF 0� Z OW Z W W W N Y OF a0 ¢ =0 O O < Fa- m C ¢ O Z m❑ m O r It a Zw U < `a Z w w 4 m O O =c a LL ❑ U U�- (�d Z w Q m z > m 2 y � Z W F Z ¢ O ¢ U LLO c a C u�i z fn Z �Nmc�nm 7Nn a o �a wF �w = �mmmmm O0000 u 0 m w i ti N a o❑ mo z-- x z T. z U ¢ O m w m a O z a Q G O J O x U > O a a Z Q OU w Q> U Q. ❑ ~ N x m OO z ¢a ¢z O O m w n ui ¢ O a . . OO N >OU ma r nn w a o al o z N m v m 16 z 0 U m W =� r r r r r r O IL ¢r wzo� wnz vm 'm m 'm m m m m h LLC4 IL Q A zm >¢m5 mo r Cc = N i w W Iw w d II - ®►0O. O$A >o Da Fwa W cc O z O Q J LLII at UOD z G!aOC a mLLi =D Q zo �zmUo F Q h n O umi ar) c`�' ❑ ❑ Co 0 J LO -- - Q. .b c10 Q >a��Q�m W G Z O N p F w_m z 30 > 'o -> =I W 0 J (I ! <`;w a zaz�z�=� m LL W ¢ m �� o - w ow ww o w y y s ®� °°o O O r 111 ■ Ipr J H CO z , y a G.2 rtxi¢ ¢ — Q r 0 �� ���� 'NLL LL ¢aw� F Z pJC OC = W 7 H N �ww F saa z O z ■ a Q z = m J m z� V p m O Qo N 6 m ti �. z ! y =. oz z OZQ�cz�✓� z z ry `n M N W a y n ��� 3 51-dz 3 3 aa'aada W W ' CC z p H i a U C ¢cai� I z❑.<wc0 Q Q ■ 6 yI I� z m d p J W 3�ow p C,C)0oci C C � 11 w Z ❑ m o rQ o a �o mzaw a p zmE F ¢< �-¢ ¢ Oj w x ui wat U z z¢ w �- ❑Swr- r O ram+, r O x o 2z zwwm ❑ ¢rw > ¢ - z ¢ Z v o H m X a w w a ti z N¢LL¢ ❑ cx7 a o C27 z wc❑ z O� ?z ao O� waai mm w w O �0 z + W mz= W¢Zn T., O za, w w¢ ❑ xz-¢ o z ¢ w w K ¢F a w`y' Qz =a r (77 ¢ woo H�Q Z w G O>I jF m w rN ¢O Y> -(W3 rfl �z0¢C 0 i m 0 2 w (7 ter¢ rz �"r Ox ¢ O`" o❑ G¢r-xwm w ❑ Firm �? �o F� �moa �'�_ o scox w _ d E s ? a o M m LL ¢ F Oo z¢ WO> w=� ��0❑ or°, c0�z ui �C. o v a °� M F w¢ z am w Z<❑x EGG-❑ F ¢ _ 2m mo Zoo .0:ME zaU .n-Sw�LL m Q ❑ ,� Z g� J w> r Ow oN r�eU O x •• Or`c O =0 ❑�z x-miF Ww ¢off WTr�w=z ~ Q F w a W a ow< wo rm ¢ �o�o tom �z°=wLL o p z = ❑ ``-a � J N w 1 m a N¢ F�,m ~ Z W 2 O w 4 Z =Z K 9 Q CO7 _in W �i m 3xw¢ rr �yza 0WFNFW3' mWF❑¢G]U<Zo m¢Or mdC°F�2 n-❑ mwLLm�wmo°¢ LLrxQtiKn Gj=mm°pGo=r0�0S tiUUil zNcGW7=¢y❑¢¢ZW ZcmrO Wz¢zxr K�ag. m�_2O¢wa❑LL¢jz� 4OmOa o .0 °t0E - zmJF utLLQVi. cE xOWpoz g �GV zW UG 1^7—\—\\\/\i,---I ❑ LT ZM wuVWN=z N.2oJo o G ❑ �z m W Wz j 0 z ¢0 mO Q z p WOs 3❑ CC cc -L-Za(Jryi aCGUOu ?w apJz NO U 0pz0 74 IL mLLp¢� o z 13 zz xO�r zOw¢0 O¢wS O-z7zw.p.O�❑W LLU SzS F¢rG¢ Z�Oa C OyW^¢O H IO 0 WW x Zz OW¢ O llJ°7 >WZ¢ ,i ❑O o z U FVzA. x z c >F Omwo¢c0 oW � w Q z ozi❑ 0O¢ rOw a < = a P 11 0 o �oWo k z 00 r❑ w W, ❑ w ° ONxx ¢m aa ? �o ¢ad¢ lz� NMF¢�m u w J oJi 4 f a Z U`✓w N �0 N M a b r LL F W ,I n �I Y ❑X 0 I N O I N I n m WI N ml m �I Y X D ¢ ¢ ¢ a d m m m m d O ci o ¢ ci ti r r r i U ¢ II II II II � II II II 1� IL— IL - � II 111 �II II II II IIII IIII II IIII IIII IIII II IIII IIII II III a IIII ¢ IIII IIII JI IIII �� IIII IIII ❑o IIII zo j11� _ - - ❑o IIII m W W > IIII 2 m IIII mr IIII _ o� IIIf a .IIII _. o� IIII IIII � IIII IIII IIII IIII IIII J J m < Jill Jill I J�II Jj a a ((—--rJJ o X x Z W W y W J J C7 LL �_ LLL, LL CL LL LL LL LL LL rL LL �_ w LL LL w LL W (7 (p Z Z z z Z_ Z Z Z Z Z Z_ Z Z z Z_ C Q W J m 0 0 0' o- � of o- o- w 0. U w V2� J J J < M< o � Z N T Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z II II II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II G Ix p W m p W O W 0 r LL 0 r LL 0 r. IL U) Q ffAa