Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit 14. 1301 (T Mobile Tower)
J W Z _ _1y J d' V. cc "15552 z 0gwu N 0 M ' Ouc . C) Z a 41 z i 1 0000 ❑ ❑ ua Wrt = LL N CZ O • an. J W w Z O Elm -1.-- lr t x 0 co IT J IK 0 0 0 W Ill c /� co V = v" Z Le __ _ ZZzZ t~) c a ~ d1 0 d m =Li. W dill m = , a 6 Z >" _1W < mW _ 1) 0 0 Z !- C a � 3wa2 1 ;I wiu "! w 14. (— 000000 ' v 0 C daU. ZLU NC di _ 2 �o ) o J z �, Y W ` 0 z < o .T _ o a o co 0z 0 z w 1N- N . 3 14 a re 8z ►- Qo a I w 4. N O Z p Z g J Z W Y W W L J W PO- O 0 U. U.0 uu. ZLLN Q 0 0 0 V tZ0 in C4 LU Z U vZ Q 0 a 0000141,0 C0 X ❑ ❑ E. a� ��Io� �, CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT ` " 3 j*NB s°� 1.whim Pik d 2. Pink City PERMIT NO. 1 I - is D I 3.Yellow Applicant (Please type or print and sign at bottom) �' ADDRESS ZONING(office use) 4741 Tower Street, Prior Lake, MN 55372 P.Z LEGAL DESCRIPTION(office use only) LOT BLOCK ADDITION PIDZ.S . 1( Z .02-4— OWNER (Name) City of Prior Lake (Phone) 952-447-9800 (Address) 17073 Adelmann St SE, Prior Lake, MN 55372 BUILDER (Company Name) T-Mobile Central, LLC (Phone) 952-833-4074 (Contact Name) Chris Miller,Construction Manager (Phone) (Address) 8000 West 78th St Suite 400.Edina, MN 55439 TYPE OF WORK 0 New Construction Meek ['Forth ❑Re-Roofing ❑Residing ❑Lower Level Finish ❑Addition ]Alteration ❑Utility Connection ❑Fireplace CODE: DI.R.C. 0.B.C. 0 Misc: Type of Construction: I II III IV V A B Occupancy Group: A B E F H I M R S U PROJECT COST/VALUE $ 10,000-12,000 Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will official can revoke t for'ust cause. proceed in accordance with submitted plans. I am aware that the building ] cause. a that the city official or a designee may enter upon the ProP�Y to Perforin needed inspections. li 917X i Signature Contractor's License No. Date Permit Valuation l 00 , _ Park Support Fee # " $ 1 Permit Fee $ t 22-1. SAC # $ Plan Check Fee $ — Water Meter Size 5/8";1"; $ State Surcharge $ ' � . ., Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # ' $ Mechanical Permit Fee $ Builder's Deposit $ Sewer&Water Permit Fee $ Other, $ Gas Fireplace Permit Fee $ TOTAL DUE $ Cie- rr5 --0 31 °- to 5 z �¢ This App ;,.Becomes Your Building P77' When proved Paid 3 7 ,(5' Rece' No. i l14 Date /Z- l 4— By ♦�'. dam. • '•;,g Official D Tbis is to certify that th-request in the above application and accompanying meats' in accordance with the City Zoning Ordinance and when signed ti,,, • PI: ,ea constitutes a temporarymay proceed,aCas requested. This yocume e issued. Certificate of Zoo' romp' and allows construction to commence. Before occupancy,p cy,a CertiSeate of Occupancy moat be k �trA it 27 14 f Planning Director Date Special Conditions,if any 24 hour notice for all inspections(952)447-9550,fax(952)447-4245 4646 Dakota Street S.E.,Prior Lake,Minnesota 55372 ii SEH Building a Better World for All of Use November 7,2014 RE: City of Prior Lake, Minnesota T-Mobile at Tower Street Water Tower Site No.Al P04120A SEH No. PRIOR 129764 Jason Sandquist Insite Inc. 1660 Midwest Road-Suite 140 Oakbrook Terrace, IL 60181 Dear Mr. Sandquist: In accordance with the request from the City we have reviewed the plans submitted by Edge Consulting Engineers Inc. dated November 3, 2014 referencing the construction of the proposed T-Mobile Project at the Tower Street water tower in the City of Prior Lake and have the following comments for your review: 1. T-Mobile needs to verify with the City that the proposed additional antennas are in compliance with the lease for the space on the water tower and quantities as specified are in the lease documents. 2. Sheet A-3,Antenna Details: ■ Detail 1,the proposed FRLB RRU is depicted as being mounted behind the antenna on the support pipes. In the event the FRLB RRU cannot be mounted behind the antenna, it will need to be covered by a shroud that is shop painted to match the color of the tank(see attached examples). The engineer should note that it is the Cities intent to make these units as unobtrusive as possible. • Details need to identify attachment of the proposed antennas and FRLB RRUs to the support pipe (new)to including the mounting hardware. It is our opinion the City of Prior Lake can proceed with project approval as the remaining comments are considered minor in nature and can be discussed at the pre-construction meeting. Following approval by the City a pre-construction meeting must be scheduled by the tenant to include the City, SEH,the contractor and T-Mobile representatives prior to commencement of project construction. If you have any questions regarding our comments, please contact me directly at 651.208.6386. Sincerely, x4_ Ike Pe e Project Manager Attachments c: Nick Zurbey—City of Prior Lake, Minnesota Dan Zienty—SEH Saint Paul Dale Romsos—SEH Saint Paul Andy Roman—SEH Saint Paul Mike Pease—SEH Saint Paul Nathan Thomas, PE—SEH Saint Paul s:\pt\p\prior\129764\telecom\tower street wt\t-mobile Ite 700\correspondence\letters\t-mo Ite 700mhz at tower street wt to j.sandquist 11714.docx Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc.13535 Vadnais Center Drive I Saint Paul,MN 55110-5196 SEH is 100%employee-owned I sehinc.com I 651.490.2000 I 800.325.2055 I 888.908.8166 fax 4.4, EI ...,,,, . . ,.�.. Hagen Engineering International,Inc Antenna Installation Structural Report October 22,2014 Prepared For: Edge Consulting Engineers,Inc. 624 Water Street prairie du Sac,WI 53578 Site Location : Prior Lake,MN Site IDTower St.WT HEI Contract Number: 142416 Prepared By: Ty Hagen,P.E. Hagen Engineering international,Inc. 750 South Plaza Drive,Suite 322 Mendota Heights,MN 55120 Telephone:(651)6864686 Fax: (651)686-5685 ty@hagenengineering.com * : REGISTERED'. *% * PROFESSIONAL * ENGINEER * 1t 17062 • 1t )4;1 �,i 9 .1q, v OF It/ryi+71111 OCT 3 14 Page 1 of 11 Rev. 1 Date Printed: 10/30/2014 QEI .�� Hagen Engineering International,Inc Site Location: Prior Lake,MN Site ID : Tower St.WT Executive Summary Basic Tank Information Owner: Cit of Prior Lake Information: 118'Water Tank, Cap.:1,000,000 gal(estimated) T Mobile Antennae and Equipment: 11104 TOWER ST WT(A1P0420) C/LHEIGHT QUANTITY ANTENNAS COAX CARRIER (FT) 85.0 9 ANDREW-TMBXX-6517-A2M ANDREW-LNX-6515DS-A1M 85.0 3 (PROPOSED) 85.0 3 FXFB RRU 85.0 3 FRIG RRU 85.0 3 UPPER COVP (18)15/8" 1 HCS HYBRID CABLE T-MOBILE 85.0 3 ANDREW TWIN AWS-ETW200VS12UB TMA (1)CNT-400-500RP(PROPOSED) FRLB RRU 85.0 3 (PROPOSED) ANDREW VHLP2-18/B DISH(AZIMUTH:2411 90.0 1 (PROPOSED) FIBEAIR RFUC-PD-12 RADIO 90.0 1 (PROPOSED) Please see sheet 4 for additional antennae. The purpose of the analysis is to confirm the following: • The adequacy of the existing structure to support the proposed loading. • The adequacy of the existing rail to support the proposed loading • Adequacy of new antennae attachment details An analysis was done for the basic tank structure.The analysis was performed in accordance with AWWA D100 with a design wind speed of 100 mph.Conservative assumptions we made such that minor variances from above will not onent around 6f°oCThe structure is adequate to resist these antennas increases the stresses in the tower new loads. comp We have confirmed the adequacy of the existing tank. Foundation information was not available;however the wind loads would not control the bearing calculations.The increase uplift per foundation is 8,138 lbs.Based on experience,a typical AWWA foundation would be capable of resisting the small increase in uplift to the foundation. Page 2 of 11 Rev.1 Date Printed: 10/30/2014 „ill 4k. .7 EI .. .••••••••Hagen Engineering International,Inc Site Location : Prior Lake, MN Site ID : Tower St.WT Data Information Source Tank Manufacturer Photo Type Toro Capacity(estimated) 1,000,000 Gallons Historical Year Built Unknown Ft. Tank Diameter 80 Ft. Historical Height to Leg Attach 90 Sketch Height to LCL 85 Drawings Height to TCL 115 Ft. Drawings Head Range 30 Ft. Drawings&Historical Riser Diameter 5 Ft. Photo Number of Columns 8 Drawings Type of Columns 36 In. Historical Column Batter 0 :12 Photo Number of Bays 2 Photos and Drawings Top Sway Rods 1.125 Photos and Sketch 5 Photos and Sketch 1.12 Bottom Sway Rods Struts Double Channel Photos and Sketch Anchor Bolts per Column 2 Historical Anchor Bolt Diameter 1.25 In. Historical Loads to Columns Tank Weight 450,000 Lbs Historical Water Weight 8,341,688 Lbs Historical Live Load 125,664 Lbs Historical Tank Wind Load 50,000 Lbs Historical Based on 100 mph Height Above Spring Line 8 Ft. Historical Tower Wind Load 420 Lb/Ft Historical Based on 100 mph Page 3 of 11 Rev. 1 Date Printed : 10/30/2014 QEI Hagen Engineering International,Inc Site Location : Prior Lake, MN Site ID : Tower St.WT Antenna Information Wind = 100 mph Wind Pressure=30 psf on flat surface Area Pressure Force Elevation Sq. Ft. PSF Lbs. Ft. On Roof 220 30 6,600 120 On Legs 200 30 6,000 85 Date Printed : 10/30/2014 Page 4 of 11 Rev. 1 Q7EI Hagen Engineering International,Inc Site Location Prior Lake,MN Site ID Tower St.WT Tower Calculations Number of Col 8 Tank Diameter 80 Ft. 0 : 12 Batter Top Panel 42.5 Ft. Total Panel 2 42.5 Ft. Height= 85 Ft. Antenna Loadings Before Antennas After Antennas Y Bar Tank d lbs � 04}Q lbs Ft. Load 3 � lbs , ' 9t�4 lbs 8 Ft. �: t�'lbs JlN Lead 2 Top � � lbs 0,"' . # lbs 4- 7 Ft. Strut I � 4Ox lbs , . . 'c' 8 O lbs r 5 Ft. Results With Antennas Cf \• of Bay Height Top Chord Bottom Cross Braa Strut Load , Chord ,, ,,, , ` � ��F Load a� y lbs Ft. Ft. Ft �� ��, ` lbs Ba 2 425. 30.61 30 61u �e` 34410, 20,112 Bay 34,410 Bay 1 42.5 30.61 30 61 'uy x , y Antennas Moment At Top 400,000 Ft.Lbs 631,000 Ft.Lbs Moment 3,283,625 Ft.Lbs 4,050,125 Ft.Lbs Moment 6,167,250 Ft.Lbs 7,469,250 Ft.Lbs Maximum Column 38,545 lbs. 46,683 lbs. Page 5 of 11 Rev. 1 Date Printed : 10/30/2014 EI Hagen Engineering International,Inc Site Location : Prior Lake, MN Site ID : Tower St.WT Tower Analysis Wind Loads * New Antenna Loads 6600 lbs ► 50000 lbs L RO 614 01 Olbs I_ I PIM 17850 lbs 85' I 42.5' 30.614742 Ir ► From Tower Analysis Program Wind Loads Before Antennas After Antennas lbs lbs Maximum Column Load 38,545 46,683 Top Sway Bar 16,047 17,084 Bottom Sway Bar 20,070 21,367 Top Strut 16,962 20,112 Maximum Uplift at base 3,237 13,159 Load per Anchor Bolt 1,619 6,580 Note Column Load DL+LL= 747,069 lbs/col Date Printed : 10/30/2014 Page 6 of 11 Rev. 1 4kir EI Hagen Engineering International,Inc Site Location : Prior Lake, MN Site ID Tower St.WT Stress Analysis By inspection,wind will not control column design Before Antennas After Antennas Allowable Antenna Stress Area Stress Stress Stress Increase Sq. In. Psi Psi Psi Top Sway Rod 0.99 16,144 17,187 24,000 6% Bottom Sway Rod 0.99 20,191 21,496 24,000 6% Top Strut 5.00 3,392 4,022 11,400 6% Anchor Bolt 1.29 1,255 5,100 20,000 Date Printed : 10/30/2014 Page 7 of 11 Rev. 1 Antenna Attachement MING WATER TOWER LEG(TTP.) PROM ED PANEL ANTENNA CO.) EXISHN( MASI PIPE(Tr4.) %f EXISTING WTT4NIEI,Emer 414TH w GUSSET PLATES iw % AIS'wtd'x8ht8'ROLLED PLATE WELDED TO s_e EXISTING TOWER LEG;WITH Ti•T'WELD AFT--N\ ARDS.,ND(TVP.) MINIM PROPOSED PRL@ RRll MO.ATED ON MAST P1P1 £E PID PROPOSED AMENNA(TMP.)...,......t ' . --=:L 'EASING T; "LN3O_T(T'WP.)— EASING ANTENNA SECTOR FRAME VERTICAL MAST PIPC(EYP } EX15rINT:ANTENNA SEC;TOR FRAM HORIZONTAL MAST PIPE(TYP.) MOLIhT PROPOSED ANTENNA TO EASTING I MAST PPE LEND SISPHED ANETNINA MOONING HARDWARE FROM M MANUFACT(tER Area S inA2 inA3 Existing Post 12"Sch 40 1.07 0.561 Antenna Wind Loads (Based on 100 mph-fastes mile) Front 300 lbs Post M = P*L P= 150 lbs (1/2 Load) L= 2 M = 300 ft-lbs fb= M *12/S= 6,417 psi< 20,000 psi* 1.33=26,600 psi Existing Post is adequate Date Printed : 10/30/2014 Page 8 of 11 Rev. 1 Dish Attachment EX TIN' WATER TOWER LEG CTYP.> PR:]POSt i4'e L.CNG 24/ST PROPOSED D LYItrt!..tag WITH 3/0'GAols.4iT O.D.5CH 47 MAST PPE(TYP.) P.AlES AND 3/Incr18 ROLLED PLATE WELDED 10 FASTING TOWER IPG WITH 114•V.ki,D Id AR4'AD(NP.) t ISIPRO7OSED 7.0"MW DISH PROc"OSED Ht1EAIR RfI.LCi RADIO UNR T OUNi'TED BEHIND PROPOSED row DN1 IIS TNT MOUNT P7CtPOSED MW DISH TO PROPOSED MASI PIPE UAING s.i<'PUED Mw t31514 I`7 MOUNTHARDWARE FROM MANUFACTURER FROROSEU l/rU.()t:1 OW.) Area S inA2 in"3 Post 12"Sch 40 1.07 0.561 Antenna Wind Loads (Based on 100 mph-fastes mile) Front 300 lbs Post M = P*L/4 P= 300 lbs L= 3 M= 225 ft-lbs fb= M* 12/S = 4,813 psi< 20,000 psi* 1.33=26,600 psi New Post is adequate Date Printed : 10/30/2014 Page 9 of 11 Rev. 1 EI ' Hagen Engineering International,Inc Site Location : Prior Lake, MN Site ID : Tower St.WT Foundation Review Bearing Wind does not control bearing pressures Uplift Uplift increase= 8,138 lbs/column Foundations designed in accordance with AWWA D100 can resist uplift increase Date Printed : 10/30/2014 Page 10 of 11 Rev. 1 _7 EI in nHagen Engineering International,Inc Site Location : Prior Lake, MN Site ID : Tower St.WT General Welding Notes 1. All welding, including weld procedures and welder qualifications shall be in conformance with AWWA D100-96. 2. All welds in the tank and structural attachments shall be made in a manner to ensure complete fusion with the base metal, within the limits specified for each joint, and in strict accordance with the qualified welding procedure specifications. Weather and temperature conditions. Welding shall not be performed when the surfaces of the parts to be welded are wet from rain, snow, or ice; when rain or snow is falling on such surfaces; or during periods of high winds, unless the welder or welding operator and the work are properly protected. Welding shall not be performed when the base metal temperature is lower than 32°F (0°C) unless the base metal within a distance of four times the plate thickness (3 in. [76 mm] minimum) of the place where welding is to be started is preheated to at least 100°F (37.8°C) and this temperature is maintained for the distance ahead of the arc set forth above as welding progresses. It is recommended that no welding be done when the base metal temperature falls below 0°F (-18°C). If welding is to be performed when the base metal temperature is lower than 0°F (-18°C), the following special requirements are to be met. a. Low-hydrogen electrodes or low-hydrogen welding shall be used. b. The base metal along the length of the weld joint in the direction of welding shall be preheated to 200°F (93°C) and maintained as welding progresses for a distance of at least 36 in. (914 mm) from the point of welding or the entire weld joint length, whichever is less. In addition, the area extending on both sides of the weld joint a distance of four times the plate thickness, but not less than 3 in. (76 mm) or more than 6 in. (152 mm), shall be preheated to and maintained at 200°F (93°C) during welding. Date Printed : 10/30/2014 Page 11 of 11 Rev. 1 PRIOR LAKE DEPARTMENT OF BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS 4l7 4 I . TYPE OF WORK USE OF BUILDING I PERMIT NO. t4- i 1 DATE ISSUED 1'/z5 ; BUILDER PHONE # q52.-j33.; -4o-t4 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE HIMPIPIOW PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED 111.1.111.6 Fi NAL i £, IE - I FINAL I ov,N • FOR ALL INSPECTIONS (952) 447-9850 --r- ec ti . � J ;T.''-i -':: lir goo —h . . i ^�,j '' },k Y .� �,•r nuoure I lailiffil ,c1-..___..,,._,_-_,- 1.7,...„_44.r.o..)E.1 Es i., -.4, , i/ . . � J ..,......;.. „.:.). , t„,....,,,,,,, .„. .,...,.? „......_, . :, ,... ..„,....,,,,...,,. .., i ,.„.. ,. ,..., „,,,, . n�� ....., „ . . . .. '! c .,. , .0 ¢ : < flJIJII _ p( r + , �� y � � t:r I ! 1 • I 06 It RC1 • >_ ' .V _ ` ` 2t^ T n.� • u b �* « -------.----3,,,,,.--...‹, .. -w�""x tom' k.., h3 N ►n. m fa T i . r '4'.< T r ,tA� i Pa . e 4'6-4' 14-1.1 .... _ 2 _ 11 iii c 0 .. _ 1 i iib m 4 C m moo xi � � 0° Dm m m i 'n E '01 R P I > j to 03 - p18 o �# -I a. s nliVcs7,::t.pr m yg-c " m 0 oa o p • 0 m � (Am m mr o g z 0� Az m m c 1' m co 0 ID -1 z m a ., 5 > ' 11 0 A - m o N liErn g ski ; i g I - o a a m C II 62 ii 0 0 v Z 0 4 0> .. D. Em _____...„... �a m Z r 9 a m N m Q ___ X w -mIa m coV M _ N OO � b6DA27q z'l m n Dn * Z , ` °2 O rti r Ntti Ilig ICr2r I 10 Z3�jo D in q r�r Y m 4 ... S2 71 g2GO z2 T Z m H Q b di$ 3�' * zm< m X r Li 0:2-_.3N h t R 2 a z ael IM >° Z 'z m m d m m 0 m 133' -5; m A O $ D CO C) Teta ,r m I T I 0 I 2 iiii ° ja g b, GTO ,, e Ole Z Z , z V p< O 4 - t* z `7i r C7/: • ° JJ n 25 mo 'k M H m -- 7f7'7Ri _ _ 780,q uTnm m P,,,,K m ° AJ O a T r.T 1 �` 'z v Cn G pg.O , III VTCB --'°.K171'1•44.- -4 $ C+ .a = `�Er' p f� � V g yp .yy 0 rZirn � n I 8 a a $yFS, �"2.,....,,,R 0= 10 W _i i- i71 U r, @ $Xyg 13 o g-� =0))) Ill N C4 000 ti � > o� - Yah �m yZ g 0 m A e < a ''''r`. =� r _ D ( rnn (ID ,,, II, ,,. ) CSR { =� ,t ".^, yz < r +..141-' z r, . xet{` T•,e'' `res r't :: . , z ,. - , � ri va CI//W�� •i �[� 'gyp# f o_ y$7. yy`` 1* t 4..— —, � D " t ,yl f% ,„,,,,,,,,;,„,x,,,„, „1 1 � �Zm -. ' - ' , ' \ \ I '*" D o m , i` ,L � o I A.._. Ca 33 a� c-733'11 '3 ' m 'P�;-- II iii ". :-.4--zik 3i4,1 1 ws s a 1..,.,:f J , *t vaf. t,'!a ,, w « .. h" r .43.1'rix•`"4 i l .4._.,..-.4;,:i.,, �r • G If m 11 01 -I E m 'PROPERTY LINE 1 PROPERTY UNE 01 111 P Q o ib �—g—x yA—x—x----x—x —x—x—x x—x X p� > 1 x ix 0 d �\ Lx—x—x------x x---x—x—x—x—x—x--x--. 5 X 0---- ;,1tif -0 x -, IF; \ gi x x , I \\ X 1 H 1, i 4t1_ __ \ it , \ -', x ''•\i\s- 1 xi• .E ___11,:_ . - ', / ga6 xi,.. `� I A \ t'1'�0 Illi, l ✓,,,, ---- ------- -- -----, .J: - ' X \X�� - --J ® I s ,,-,, � \ ` N ,gi.,``� .2 ■ 8 4 0 0 i ,y � X '\1k- \\\ o\ '' r1 gc `mak. Q ' x" 1 r.� 1°o x--- x--x—x x x—x—x—, 44 4 cM gg D CO 0 I O tt' t ,r , m 1 G� 2 -0 f..„,. NJ nmD 7[ A v %\'` S Li •�� �A Jo$ �7�� ° TO '�, n o 0o y O-i N N N fJi n • G //J _ N D O1 J y T V l / mem , C AAA - A m { Q .. 'j�: 7 ._) :©'�. E l V p � ' K \ 3 G f/ a. 1 —;'7-1 \ . , I D , , q,, )> I I I I I I I 1 I II I I -I .--I L,s. % • 1 r " n --4., 1.‘45,( � � 1 1 1 1 i 1 1 1 f o � � ° ® 4moomoTt �Ea ® ® ® ® �i y Q OOD T N H N Q DA nOZ Po O * $$' D n v * n T O 2 w ZDO ^�^nr- °m CO C vl Trc< 2T, n =rn fN O z p(? 2 ZOOv v7Z \ m mm Z a DoZT 2 Cm r,,- T, nZ 6 Om T 0 m O4 O = r Z 2 2 K > 0m' O Z 2 °° n (� K _ < mxOm3 y '0 mYT r m Xp ,; ., p mmyO Z, m r ZmCm mAO , 06, 2A2 AZm A Am A0 C D r 7 m O2 O m Z7mm 00 - 0 -, mOtim = c Z ZOA mA 0 ^ m Z mZ C 5 Z ymZ Z m0 Z Q m zrz FA s mm A m p n '0 DO \ 2 g Z nv OR° r" g � A ^ y rmD rn O m A < r-i_ Zy fm m n s _ _ 0 • ..., . , . 4 O t ,' err f.24 ` Yrs - ......':,.'A.,..- .dWWW l [t 1.V.. ,-'''''' ..1,•.' f'ri•.._ 7 • tf" `` c-cf ' , ., . ,i gcM1r.1i AM,, 'l'c'',:.' '''. 4%'*-"............"-------............ ` �'k`f- 4.1' ,.�,:a:. 'mn`"an'zx'0.s� .. .i C ', !, 1. r A C r t b d Z -- .. '- '' 1 X11 @ i, K611�„egtigi ii � • r ��` _,. ,,, ..,. ,_, l �`^~ + ".: m. .,..,,,,,:. tl. ��if�)Its`I� lgktb" J =Q r� r'al •' o -,---,,;-.-,,,t1.1 -,,..J. f ':-..-7.,,-07,,,,i. -- , ,,,- . ,,„'."i rT. `. , tt,tlt il ` tlifiitOttfat t�"� - e'`"+' ' r i• i' i'--•''� f 3 OD f j .,1.1-1,, I / 2 tit) / o 1 2 / i/ IL • .I / % ;2 I 5 i / I n ,doillk / i. 1 ' „\-,.., i3 or. g _ 1 4110 i r-V"." , \ 1 pg 1 v CD . , mg 44k ilk 1 „ \ -1- .....„...0 1 ■;I 00 j�r 41114 If 1 li i/ _,k'i 1 4,i rrs 1 I 2g---- ll 1_ 1 ( ------J ,k`'` U a N 2(D 1 ---g 2-' $, E g sN, 1\ N -, N'll ``k^,,z Cj' ,,O v A ill g a �►, \\ �� liPi :7'7o ;o � `,k 0 \\\ \\ • ?� i � . kms` X`1\ Q 8 `-v '4S o �k_z a X n 6 r rn T 2 2 54 i liN11111 ,y, Z `. , °I M !:: ii - ?" :.... . . ........ ..... r �.y �� ~� , $ 6 m 7C N K IT.1 to T� ��w—i N 1])1 � i-F 0 41 � • m •1 CL '_ m �-nm —KmmT ?""- am O ��° D (I) V^ � ' J �`I�` 1.S0O p� pO 5f 1�.I O •'.‘ — ...•-•'C, .S. o �trsifittt' riffiqwWwiNftwev rnOm A amt o qQ mgzg z O f 985 0 7 °v 1 go �° zip Ms 33 0 il 11 il 1 rai- pi 0 m a f,A-k,.t"i 12 �r r � © �: ._.1 inti _.)S1 Iifa► inj r q \ x -- e . ..)11/ 0 S S rt 0 t� o :07ir.._. i :: 1,j • C p ul •cin C 2 Pu'. m \ m N-•o n'aoD 7 v `' •/i �A • far ill °-,g SNP Ngo Z �� oo 0 ,,p /IS ,_ � o m ... J 0 Q M 0 7c' m �r AAA A _//<�� Q ? ` 5 G w. S Cjc O ■■ T T T p (�) mfi _ y o T 7C 3 .///�'(//�, T y _ T n w o U C "//11 KCy �1+ Z�2 m p gi &: m - f� _'P o Z&$m ad 6.1.1! ,--::: g-g• oc0) p \\\VVVfffN ~T� VGil �° 3 �p :"` \1 "s t > • . , . I AGA- 18 TOP OF EXISTING WATER TOWER 0 I '.0' ..., C/I.OF PROPOSED 7-0'MW DISH 0 90-0"AOL C/1.OF EXISENG AND PROPOSED I.-MOBILE PANEL ANTENNAS 086-0'AOL 0 „ _ ,-...„. '='• A. -..„ — m 44 r II II n 05>K0 3--;i2 _ ,-. , F414-1,TIQ 4. • ' > ,,,, 's•-.„, ni,-....01,-,,, 12' NO II ‘1.-4----ir' zz- ,, 7 ' M 0 C --..., 1 ''.''' ,,,,,.... : AR .„, __ _ r ,•,,,,,,, ‘ _ _ I —— --—— . _______L________,,,„ .,".-5`,'',7.--t•III-7"—.?0-o--g-1, ( ! g !E 0 4 iPg%5z.-..• 2 i 4...: '''N Hg10 o li 5PIS g : i0E0 . gx 11E 5 k g-9 ,$ & ,1 c) 4 i: '• --,-, ' • • ,---. ' -----Z1.* / . •. ::7•77'4=- _ - - .• 4 1.• -, - - 'i....,,,;:e7,• : ,,,...*,—",7-'7.'. . ffl ,... . - 1.___,1 .-•".4 '• -1 ..„,:,' ,..i_,'. ,r_ ,,,,:!. ... .6.' .FmL, •....4 t;• - , . -• , .,-.• • 49 •• 1 i .',--'4':'.' M ' r . .. . . . , • 1:. ' ' f,r -'', ' __L .. ci L.- — , ...-,• ; ---, . .... . , ,1 i )0 , .. ,i '. . ..."' ..., ' Irt.:1;.i.:.:' 0 r CO ' ..',. '.' ''6;4,', ; z . IND , 4 . . -7.,tir,r • r 7.V/ :.,; . .r - • ',,,V,,:',/ . .f. . .. ..t, • i ' . • •- ...;.-""-7<- - ----- 4c-•, •. Au -,..- '''-;- • .-., ..•.-„,,,-,,,,4:4.,-,':„:,,,,;,..z.„,, : , „,7, - . ... ...., •. „:?.• ,,., ..,. .. , .., ,.,. .• , ,...... •,..,., , •c, m ---..'„, ..,7,... •:,, ,.. M 1 ''' .....,... -I w . . , . - - . , , , ..-., , 2 ----.'"-- ,' ..-;.„;,..,,,,• !:, '' ....., , ......... ... ,: ., -1 - ' -, 0,.. ,... . . n',....-:,.i 2 1 1 GI ,A, ,r..,,,---L.,,, if-• . D71 '"`",--„ D . ._ ' :-;.7:::1 I, ! •-- >-1 1 z 3 -. .4,---- :1:,,A.,,:-..-- ----,-;„, 2 1 .. . ---- •.,:f......- •,,,e.;;;--__ „...- • m . ,..... 5-.•.: m 0 . ...,„ i ...,,,.. . . r gi ..., - r 0 .'''' 44” ...11!:::fi. ' 7j- ,_,..-- r0 ' r .:17:4:": . .i;k:,......• '. ' ..1,;' ,;,, , . . ,..;. , >F >M , •' . '- 1 • -:- ' : • '' -771K >- - ,,, - -,,..., IL I I ''.. 1.0 2 r ''' Z M • '4'Y ' 'r'-...)"1. L. . ...."11 .0' 2 r .,,,, ::,•,- _.., affs0,0::',.77.,_. . ,,, me. ' '—`-,•• — ,..-1 _r•,-,_ M - dekir4 i ,,,--, PI w : - rl '0*' ` ..............M. , . .. . ' ' - - -. ' • 70 2 . r, . .......... . 2 - -..:•,,o-.,-- ' -,,,,;.,. , .,.,.... 'i" s.c-- ---".,_•, 17,;777-77---" • • •- • ...,•,;,..:-':,:kt,,-,x >J. >3 , ,......_ -rn i '411•1111I- -----..--,....„ --,zet.'-- to> ...„.....---- , . _ ,....) ID w ,,L .,,,r,er7,:-.-• M . . .....,....,, .•r a (' .4i -4 o .11.--..-siipw' i 0 M•`"----„, ;:„., • i '4 0 .. ...._ E • .111111111111' ' 7/ 0- •i ". .1";- ,';:,•• • ' 4—.1.. -* • • ,...1....7:,,•.,..' ; 0!Q., :7:i:: 1 m r -0 fa 01 70 - m 5--4 ,.... .111111,31!):::ces.,11:0E1 r,, -1 .0 .s.... , ,, 07- . ,, ))* q m 53 2 k Iili S * z z I m 0 ,-- -..• - 1 s- 1:-..., - 3 y P : -rr. ,t •Gr';`,1, :;)--, '..C3 - 6 'glOtg 111 -v co ' ='• - ? > * q K .... , . 0 z .• ,>, , 0,‘ iiiitttt - z 8;..6°- 121 3 . 30 Fri:Rc'K gi) (J, g2 :- IT' cl, --- --m, - roz,...o. ?•-- 9•2='(2. 7,.'7, _.. • • • GAMMA SECTOR EETA SECTOR A/RU=104 11/ 2222Z22Tr. t ,t ).: 1 > •0 0 IA o o o o g a 0 2 a 0 g 0 . g. oqg: e z g z z z z z g z } > uS5S5 3 > D 55�� > > D SSSS > g m .CI ,z z 5 z 5 z 5 z z z 5 z i g m m m 5 . a S m m S &I i g6 nI > m > D > D ) D Y D > U i l N _ u y y , 0 f g_ a 8 8 1 i n I a) i; 8 jEt, i LA I-1 .. 4' i .p / g 1 i i ii 41 1 i hi g 3 0 65 ,,, _ glil ilig1116 ig, ,,I, z Av > 0g #ice >vv x. p v 61 2 $1 iii > r 1111 ,,„ si , _., r, p Q _. ..,.. ..... ilis. 5 0 \13 m� 1: 0 m 4\ ,,,,0 Z".IMXI n 1; '� e� :14.- ', 14:1;118 JY ' : 0 �i'M \ h]Ig1 0 ��t - r:‘. f�3��/ a / _- -41 1 9 0 _ b., of a '1167\---..1 I I I I g I il I I I I I.I I I IIH\ , ll'74•L'. .'741--1111---.1:44) 1: iiiIlI.I p Z Zb 2 f, \ V)) / \ _ > 21 / \ ., r ill:91 _- ---- r -;>.Nv > 414 44'6% / / _ k‘ / \ yO H /,.. 2 • ,:s \ C! I � 5 N*ZZ. \ M 0 5 5 iat) . i �Am '� O O C .` ��, ....... �TT��'�� 0 =0 ° O W7:5 V ` re,, O O 1-12 4� m 0 ^Z AAA .A � { y` 0 .et J n r lJ £ go q E ung $0 S YI� • R• m T T o _ � :9 �7 f, - -, - 0 X to� hi 7C y K ,5-1- 0,9, Cm A ZZ O N, 7 .P. ` <._. _ m ;'g m A ---1 2— P �n'�i _ N CZ Zm O C O • N ? - GJ T hi w�- qii r,,,,z In nnn --i 7 '/7 �� Q pi 8,4, C= az N 0 'I FSC '2 2 a CO �r ;, �—z m D ti U ���h r— d 0 5_,al,- D o ml� 'tilt'' • • Nir PMAIMINFIVW Bmf a 0 2 m. 2 ze ci°_ _ =zZm Oa O,u, a m . D D m4 N am d OyC fil No d P Mg �w� aoz $Z g Za "� }DDDSre , 0� Occo . m C O a y 1 2 V, A�m� �m 4 MIz AO off o fri . 4.__ .____z ( , a 2g '�II■11��11 " C t1r 1T _� °51 Z V Ai z5 � >� II JII yya � e �aqmG �'M' z0 2OO1. ..pmae H z In'O'*, p. ecv 3A64-4gy D 04 O6 no ,41 FA 3v iv r. *5� I 2 m 0.&.0.&. 4o r3.p -A09 H 2i6iv Aom �w4tZ ogm OP y%ym TjO� fo <zv 12 n s a0 O v .v my E8 S 1m z ° � 0 0 � t7 � 0 m _ _ m c " io S m n Al g r° , x 5p a vT $ v o 2. n aw er. R Ag 3 Ao mn+ f - Ao gAii NJ Ara g-wg3 DO n o a SJ _ m n E£ ZZ 2f . -. 2.a m b n 9 0 „ k4 ? ID g �'o a 3 a ii g m D . �' nm v a n . ga 5 Q x m s C < a gC8. 3 c Sv 43 r01 O_ m �.' o ;:i ' ° ° 32_ fmi m m D $ ° 4r 3oR« � � o °q C ° "1:: a m o ::: � ;;;; o � 3 m c g cc om ° v �3�3am v m x m a 0 2 0 ; ; 3 ; :_ - c n 1 : ° S g 3 2 l Nm/ q :$ : Do u � 0 B - ma yv_ zcg� G �., pgg Q o S� ma $ _ 10 90 D = 30' am g mm' nlz o � a 1v3 nS o .rJ - oS7' o" r�i© . m5m 0 '« an '1 , ° 4Y'i, O ° mon a mS £ g « Vii5 om p=$ _ ' °vomm ^ o cR ao4c 308mmm $ Tw 3 g ma a a " 3 ' " 3O & 3 ' 52 a a2 NI 1 n n qq c a _R x Q T g�g m 3 pp3 0 °8. a 3 '� a v O bi o' ' g 3 p Q m S qq fa d� a' rt� 0 /� o o a - 64g ' 0 m al a R ... 2 3 ° a 2 g o 3 o a a d 7i g o ° a o a m g 8a a 55' n g g a m m m ° 0 m i l W a a a n m m 3 n 63 ao sQ ° a o ° o gaa 2 m .g E a i« k' $$ n gm ^� „ 30 $ O _' o n ? 0 4 0 a M a 0 3 0 3 a o S $ 1. Z Q m 3 a s 5.$ 8 0 2 a n O �' 3 m '. 0 m 0 3 in D 2 3 a • m m E g' s R 4 0 o s x «�° m Z o m 4.2-A.o , ,.�0 0 n E H Z z 4- q 0 ZO 0 " m D p ., m C o i; ,'o< m A Pn n - o A g ,, ,„,,, , „,, ,,, A. ,v ^fid � _ 0 ��:. 4 ¢��C , ° o N��G m d " o 6 o 1 3 3 E Z i m 5 3 3 O S ? g o S a O v z a v z o z +� o z _ O -a Z m o a o 0 3 3 0 3 .2 c z8 n c W !� ,� n '� c � « C 1 � � � � m $ � m a C 9 C m St �9 � ,YJ, 9 3 S �� Z•�/� « C�Z � � � 4 0".z n < g o m 5 a D m a z' m m 33 9.., 3 $ m E o R 3 m 2" i N m m a Q o N 3 Um 4“,- 8 a 4".g9. 2. -g ;',.. g n. 3 : 1 3 � m 3 3 3R � � m v ;I J a ns o3p g o a ° 6mo $ RU13gm 0 ,m4•glgiam rgg2 Vz am � §. p 0 A 7 �.W 3 N - N - a N O i C - E 3 v 3 O g O g a O;a:A N o - o M O j 8 y 8.1 p P E a - N E m 2 m 6 E 6 2 3 1 5 4 3 h 3 E. hm 3 v a 2 3g . K g 3 g a- 'S m 3 3.D a 3 A 0 0. v N ° R 0 al.: 0$ n a � D Y o61 n a1 .�'� g m u' o ° 0 0 R © nm U ^ NO n'OpxnO �7 $$ � nfAQ:G F Utfl inis3 U !( . 38o'vov�o cmn nn� � c�ciM � .' t` ZviQ m N 3 mi 3 2iq ? $ .m f o = YAAim" ,^ ^„3i . ,0 1 o " A :i :i T o � awC,r.°i,^G33FfF �$' 71 g yq :a 1O3Im °W---- -val O. k,(nY �i• 3 w 'A ooRG 2 7 . $'m„nnnn r^ eA n * WIW NS0 II Rr "_ 85 1 G� B o� �%g�'N5n' 3 $ x $ $ 3 y�= R nQ34 a LI 1-43 A R Y w''a J.. .^.,. ODn c'm }®� tl'� ° aOO n�pypQl' �i cmi .° 3° o ,°, •"-.. , M . .. -0 �// 5 N + Ogg •'.i �• N r ' M • 622 0 9 0 " p m m Q'b u O g..3; i..� o u 'nX n ® J" gym. a. ss f 2 9 n U =r, a.3 x a 0 N ;° u, n ^m o3 w _ x 7 Nm a n53 m ' �^ "T, 1•.g m .c• o ; 4 ° g ' ,a . m !,;; „, :; moo,"°• a . N111V-4,5"' v" c 3 g0 Q 7 "ei,.n "' Ag pRr "3 3 vzm a ,“ .7,0o < PP 3C -• L-y °3 3 a ' p o ._3 3 3 3 O 3 n ` get-K. (14 a A n r -1 Q 0 is - -0o < 3 � H d 3L. 'ff : o a> �j ,..,,:0 o n, .. - m y 3 a z -1 .o a ' r y C g' Y L E ; a "^_P. SS ' s- g �'t 3 = C%! n 53 3 K3 3 F. 9 a ? g ; 3 D $ a G.) a s o r = 3 s • Y/ ?n 4. - Hifi 8 r n . M aF t d ow.,.. _ a �.^: E w i n g v R n .� °a c u^i^o.na N'3?P°It.g,---!“ " 3 n - A T 3: a m" z wo.S. o C 3 .2 0 3 9a 1 1. s S T 3 g n (', �m 3 g ^- a n d o « a D _ g ii eg , O IIs7. ."2.ilL1""'01'.. ;;:;:,i.“0* LI 1 3:, : F r. .0 �� M u u o o ik' o D I m I 0 I 0 ?, , , m 1 I n 1 . a ro-o nmD 2 -2 I 0, S Oh,.//, n 00 o � °D -7..'-'412- Dx uaD 0 w1 -I o m a Om®D PI AAAm { ) 77 _ { o � ( m ' apKmZ �Ym A , + n aTG ma3 [ Zfn � y. • m � 07, -. 7yD � 3y. zz0 a � , � Pcy— PF _ z~~m1 ZZZZ mO E - .�+ ' Z •in zZ m _g mm ap1. EyO � 7 a ?i � Qtfgm IA p ...mV850N0 G C=44) DZ � Ynnn n \ s� _ 7 • gOy -v142 mr N O > •^ i 0alTO G=Ca 10E.," i.....0,7 pham_a 4 rz Cy(Aco, 1 -$ q • . .L mm 2' m 9 .17 O °5f m igi ' 1. .0. Kix Cn ggg Z p �' — 1 E ..) r 0.J. :2- (/' c i . a c iLlq 0 0 X93 osg h 2 No a o caq'A r f62 iII (lb jQj=S i Up „ N p o ?e `s a � ; x^ : : m .!'_, ,7, g o s C) n re,= a £ m�• �' p 3 c J a S_ o a 9 i t f2. 3 y a 3 = -'I N i'r A 4-Z33 Y ? O • T P r a k 3 !1i V1 Q- nz. i 3 5 . 1- - 3 • •4. w V M a • a W a a • N a < 9 z- 3 n c '° A w-i m ". n 3 9 i ogZg F,E., Ns 43. S1 f§ $w 3 0 Fo a3 a > aN 0 r,.: N /D Z i. N O 6i p 4 !; a 3 IA° n ne 16ri 41211 y- o M x , , ane n n' z : n ' z o - g ^ 6 : - ,c .. P A 9 - 3 r, y + N O yn. 1,\\ -1` / _O i e a :: :4 i N c • J C rg S M 1 ' m Iti O�''� SDS Cc:; L 12-� 7 : T o • o F - N r.0 D o S 8 .. R o n Li i a n ° —t Li if N 3 zs r N Y ii '" a TD 0ID lit r a N VI ♦ a �n O N r N N r vi m n o } m o CD T Y C �V ;'U ga � 8 _ aN . + Y a3 ' n a m < c m 3 F o 3 3 v 2 u. m S r r 3 3 n 9 ' 3 3 3 - 3 3 3 _ m 3 o C —. 0 -- o - ca ^' PN 3 —I A i v y 5 " s s s 2 O IN °a a.o 0 sE'r x /m 2 . a W M _ V 111 a S T ii 1 o 0 ry�ry� g Yl rg ` ' 99 y g;-, 'C rn OD D I I Rm7 I O lit.1 I r m 1 'n I to I 2 dN N–O 0 CO D G 2 2 T, •,'� , O7 ((' �D -i o o m > o , ..). TO 0 o OO 3 z~ D 0 EES y A Z y V 93 ' m e p aI mm fi Z -z = . _� p= �2 m M W K o p g = m 0 0 -77 - t 8^- nig ,1,1��,,11t(//��)J o Zn.b `� i 1�� � , � 1 11` i f ° n m P g t pO2 � m2EE m--° � 8 ^= zHA gZ 4 , 111 3v �mF ID °� ocp ° 0om80 oy3Fao 0111 O §A 0Dn ssm � Z83mm ° 5Nzp4 O FF z 1111 S ° Ocfloi F K o 2° ;2m3o °o`zy°o 502 m 3 0 oS g 1,opyA z2 Og'- 2sv O§2 2m D2Py30 '�' o°m p ZPz3 qa �OD le ooto,°g ° m ° ` 2m c2im zTm pm zA� F " oU H pO om ��jjI � m� '2 Om vO !� 9'0 `"S'A �� Z m O O n� 2'9 z0gg m 2° � �' �3�p°c fil ° DXp 4 66 A �" � 8G a�U y '^mm bf 5RN m rO w'-2 `emm 5p xiy BM ? X4815 4gg oppm 2„J� o ggA.. A�. m mm a n-T mw O�i� Gu °F D2r m Dh O z pm F'0��o 00 OnCDIyn' � py ? 6 z 2z aff „my, yz c ° O ; -wm � m=opO IP, Wj 0006 `''5 mS oc0i c390 moaRA A 20 PNS$ pyFozoy° 4 8 i P° p a o ogg3 ° Sp gm zy i$F AyZ2 3cD 2N3m z ° cg0 mm °pi0T� lZpogo Zoe ro R , cd 6 ilk X2222 i Z °rm P° 2gy '�� g3=° m r�i; x A- S z m '3D � ° �5 20Za90 °aT, 8mm 2 g ° W p�mO z3 -2pm;„g agAz5 2 X o "am (Sa F �Sr m � °pz � �8 2 20 0 �4TR o . 4�Bz '0 < -z z2 mmy� yZ Y' p+a Zg 3 3 m2 D$$ ° F ro,c mm No AyaD<m g 8 p Szg 5 °mai m i ° -- 3 1� p z-z Z0m D ° gj �z° I"0 Oy Z =D AFN ` °2r°n °<�AS . 'z^ ,To Q3 m = D 0z mm AC Em O 0i 00200 mzA�2 2 ; pLP a 0��i zyi cis 1. E i 222. yi3o3, o P g. p ,, go zM > E A4 p25 m< p 0242 ZZZ 2 p . 2 02< S F W g S-' m x° $ o=- 5 of OAxS o r ° 3� 'g'°o r2 o 'oxR. 30 •F O e0i Cm 2 C D XX iy E 0 o ac 2— S- o 3A z = 24 aE WP 2°Ema �p y m f°oR� o 0> o0 400 22 n ogg °5 23 5 b °_ ° D mm2M 00 a m E ti� azo m< zo;zm 0<o a 0 R x 2 2 s 35 �S2 p2 pT mm ° �., z a °o .°z = m r� zv 20 12 os § S o a a 2N N yyg 2 =,Nz2 . 3 a Ana u• o �F� z0 O N g mg o m c N� 'Dr p < o mDoo 2 N y oz� m� � a2 O 4 Z Z p > O I p n m A a a A a n m D r r P N v i P o m;F m Na c ° v mP 8 o n a i �� � pAm �” ;� ?Smy� � m ko� c o� �Ao mo o Sam OFW A no g- � s 2 R xM op i S Nx 3 g °m z S 2r °m 5 i i N- S ° D ti 3�c c o z ; N r z zz oO m v a,,, Oc O F gm ° „7 2 O A � � O° c�' O- -A ° F3 Sm Fr O p m7mktsag ,. '0.00 06 -Cmmv AZ} ° O r' F• ,y, O� rin Fy T4 A �� O TM mb 00< 1, O T4 ZA mma6 p O8 Pn D 8 D 30 0og `3 ° qg y -- Y'� m g O Q o3 025 �n 0 3 0 �-.�3F m 5 zzv_ 0 z<- 00 z � �x n O � � � D � o o �3�N A �x D'w0K O 30�a"c z0 R% DSO- E+ rG oKT v 22 a cc11 62 z° = A mm c b,m gc A yz y �,0 2 3y., z „50 z m0 �2 �3 A �2 p m9 c a0u0i r^ zr0 g0 m a� °D .a, mr60; 2 su-i .c°-rmc� 3 2 toga 01 omA u O P02 " 33 a . ,- OF � AO 3 v0 m x ooT° z4� z ;� ��° °P o �$ ;zo 20� g zog ng N<N �� g r 22 r -." 2< s2 3m oD 5 s° v �P 05_So g 3030 O '9pg z 9)$2 3 0p O ,D H o$ az . o ��o� ° ' F� mT - O °° y g 0m SS � °n N o= = o °a 4 aim g F DF m D,°„ m mo I. di i y< o A -g U A' 20 � )z m° m D ° p 2 0 m �y 2p� O p °N O c p AA A D 2D� 88 - Dodo �8 gxog PO D F _ ym 2 ° _ � =o m� g6 � am a 0'2 Da m ° lnc Oo �y m0 �oO D �ja0 NO �� p �- p-N O O � mm O(((�� �9 gyp} y p z 1j 2 D c 2- M y0 yom�p2 oC 02,5 j0 Om 1275;v2i=0 y nR y 30 O.ri� -' ,. O OT rr aT 'L O-. z 2 O� y Z ppm o�s'c_nim F. A- ,m2 5y g 3�� 0 0 g r. m ° F so 2 D ZzzE g' 2 zA to 2 ° Ti O mg).... � mS�� to °� zn+ m Y 208 O ° aaZ vA�m ''7'g bZ zm _ a <z .3., (X2 to z 43 c • Z`°'2 p� u_nv vm mC'~p vO 90N „2=, 5mo2 = Po° p°�, D° O P - c° a aa P8 °c�7�.A OM 51 OA S c Z FG <N TODD TO Sp 0Q,R 025 c `m' _<p x 0P mN 8°° z 0 2f2zgm n Op pionpm 2 A O cox z ;�z� � 2�+ pn_n mH 9,n>23 v o� Z�o$ o i 5 mM 2,°o c O �c�Sni Zy g °l y0 Z A°2 3, �D1p 0C =i„ Oc0 D x x.m Dyp2 yZ v .z N O2 y ,„,.ym 2 Z p y z go a0 ° a 5 Ax F 2 �� o yA-z _f DD O m °��" �m .m 0 c m Z a . OO Om m 2 m•z o c zc p p 'oA O m a:3 pp�° F; '•Iyz aO_ =N, O Z rm T 'n�P{i z� 2 g0 g O g og°m T5 O -fy° g y g A„� m m Z DR' aC mx0 m`y2 Zc O �p ° 2 m A D om ° mZO p Arn 3 0 -az 2 �g moP 2n -'-.' o5 2 O D 2, z g 3 °� E `. S3 k. ' . s 20 A ii $ aQoo Zig o o3 mil D 8gQ- < a r g am2g m- m �O ° y;c oz � r 2.o v o oz yo = o 0 z °N ���m zBn F o 2 94z �m g am =Qa 02zo 00.g „°7 0, v A O a hi °D 5 2 m rI°x Om m 2 y �"' '*5 [y me ° g �yy/' B 0 ooz z 0 ;za„m> 0. Aga o im FNA zO Oma ° ° pFz by-0nb 0 m<� z p�2 Fr .<Z zm O m O O. p O A 8 c O _�� i° ZcOOP me a� z p°A ° ?,IN mz 3 An r y r pyx° 'p� �'�G OO m ° m8ompc , p Q g2 . c0 mm Damn FA. m j i�44 m 5 50 < Mg3 m g p AA Z 2D O <m„ 03 ° 3 aomZ Qmo 8m o `o mai s $3. <= 3 2 a2{-„m3. �9 �� ° m� x T �O m m 'rtl� O �0 9 p z mmo Z c mOOgm 2° 2 m 2 _. `ig Oma m O �� n z�; °m T Z '^ �Ozmj am o- a 'np gm y = �mm A m D < m O m m y g X g ��G m0 ° m 3 0 m g=x < a zm ° n ol *EP OA> mgt m m rnV �. r ° o° f A g o xD ny Ii § al mcF 2 � 0 m v; z za � 0 Prg 2 ��ml OF F p 0P* ° yjPgg ; K4 4. D8o F T2 A 2 Z in mO ARm q2 3 O=p �Z3 30 O gm y0 3 Cmm x = ° m 3'�Ex °�° a ° ov o vN TF- F m 00> ns 2 Q = 0 08 o-z 3x gF A D"a_ r'.1Aros ''00 pc (T rn22 a= y� 5° m DT 0 m g A. 'Z"O F ,D gg ad 5 G2 yD F)„x42, Mo oC a . w 0zc v 3 m e $�P °� ° *Q2 G)P Ozq DZ �� S 2 °i- E4 3 r bD 2 2 g00 050D ma N°2 °O yyy u 3 o O1 2 - F g o mg<� Z y gg 0 = S0 F y z N mO mA `a yi O8r 2 5 Z 3D 4°o < v0 Dg2 Fm> D8 ANT O O`{_ b90 Z c rm< Z 5gi !y>� r= E.zyi o pmC m� nzY� ZZ y� zrn O D r asg � mD 2 H Tri iN '� s a v Oy; „� Fz O sa, t0"m a z m 5P ! q coi mZ yo Zm➢ a pz EE z m P 2Z c z mz O 0� m� �< S O 1 0° S. m ms o �p °F .,20 > zit m o 0 0 °s sR Ao 0 op 20$ g Zn o z . mm 18 g S 0r (onam 0m S ; 0 2? a� o f ,�A m 2g SSMz o coo ° 54 ° o mo y� o D3 2 ov M "� ° z o c< 32 o '” AD j o� xY g 1 E a o P% a gn FF C A v= m° Mm2 m 2z D 3 CO N 8 aO D� 5 a2 Z p AZ. Oa z °or g 5 ,000 'Pius alp 020 m ma f o m 80 O o A m m c iD O O Oo H`; mm °� 03 FO� A ` r0 Z C72 K pm 5 O pO P yiz OyZ � Omg `� 2 J° m 2 j� 2 Af5 Z §3 y m 2p ° yFj� $ o O O v �o c 9 ° 2= 0> .F m� vma < m z F z 3 z M, $'a o i mz zF o. 2FH 2 0 73 m m 2 a �3 O gO ON 45 v00 rmr 2 2 2 m �O A O r 2 A m p z ° p 0 0 m O .illiir, V III -oVa iii nooD _ 2 13�1 `�, �j O �1/ND m Z n 'D O^ ' 7 �Q yOOo W Cy/ O m ti X II A o : Jo Tin ril•KOm cn O g .c7. m - m r`1 - a -z0a2 ��=� ! N3m�c ^�. ma N •� N fR N D ? 1 O O .f>,�` h o Q O n�-1 OO� � 1 O g ��d ma 0 C s (1 M �_ r ^ 3 �$ 00 g.° r710 n III � O "V ,,r D al W ti Z �rAr r i s,I �` P Fd !�/