HomeMy WebLinkAbout1991- 8 Amending Chapter 12 of the Vail Municipal Code to Provide for Changes and Additional Conditions Relating to Street Openings, Excavations , and Pavement Cuts~ ' *•
ORDINANCE ~l0. S
Series of 1991
AN ORDINANCE AMENDING CHAPTER 12 OF THE MUNICIPAL CODE OF THE
TOWN OF VAIL TO PROVIDE FOR CHANGES AND ADDITIONAL CONDITTON5
RELATING TO STREET OPENINGS, EXCAVATIONS, AND PAVEMENT CUTS;
AND SETTING FORTH DETAILS iN REGARD THERETO
WHEREAS, it is the opinion of the Town Council that the public health, safety
and welfare of the inhabitants of the Town of Vail would be served by updating the
street cut ordinance; and
WHEREAS, the Town Councii wishes to reduce damage to recently reconstructed Tawn
of Vail streets;
NOW, TWEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF VAIL,
COLORADO:
1. Section 12.040.200 of the Municipal Code of the Town of Vail is hereby
amended to read as follows:
2.04.200 Safety Devices
Every permitee sha11 provide a construction traffic control plan in accordance
with the most recent Manual on Uniform Traffic Control Devices published b.y the
State of Colorado {MUTCD) far each situation, phase or part of the work. This plan
shall have the Public Works' approval before the permit is issued. Every permittee
shall provide and maintain all suitable traffic control devices as prescribed nn the
approved Construction Traffic Control Plan for the duration of the project.
Additional safety regulations may be prescribed by the Town of Vail Public Works
Department. Whenever any person fails to provide or maintain in an emergency
situation adequate safety devices, such devices may be installed and maintained by
the Town, and the amount of the cost thereof shall be paid by the person obtaining
the permit. It shall be unlawful to willfully move, remove, injure, destroy or
extinguish any barrier, warning light, sign, or notice erected, placed or posted in
accordance with this section.
2. Section 12.040.240(H) of the Municipal Code of the Town of Vail is hereby
amended to read as follows:
12.04.240(H)
Deposits, securities, or performance bonds shall be necessary to ensure that the
cast of repair or maintenance is paid by the permittee.
3. Chapter 12.04 of the Municipal Code of the Town of Vail is hereby amended by
the addition of Section 12.04.245 to read as follows:
t
. ..
r ~
Any permittee shall warrant all work completed pursuant to this chapter for one
full year from the date of the completion of the work. The Town of Vai11 shall hold
all deposits, securities or performance bonds deposited by the permittee as a
condition of granting any permit during the period of the one-year warranty. One
month prior to the expiration of the one-.year warranty, the Town of Uail Public
Works Department shall inspect the street cut. If the work is acceptable to the
Town of Vail Public Works Department and to utility companies who serve the Town,
the security will be returned to the permittee at the end of the one-year period,
provided the street cut remains acceptable in the twelfth month, and the necessary
soils compaction tests are prod ded, as required by Section 12.04.270.
4. Sectinn 12.04.240 of the Municipal Code of the Town of Vail is hereby
amended by Paragraph I to read as follows:
12.04.240{I}
When a reasonable alternative exists as determined b_v the Public Works Director,
street cut permits requiring the cutting of pavement, shall not be issued on Town
streets which have been reconstructed as a part of the Town of Vail Street
Improvement Program. The Town shall provide all utilities with a copy of the
adapted Tawn of Vail Street Improvement Program and any amendments thereto on an
annual basis.
5. Section 12.04.250 of the Municipal Code of the Town of Vail is hereby
amended to read as follows:
12.04.250 Paved Street Restoration-Required
R1l pavement costs, openings and excavation shall be backfilled, surfaced and
restored. Final surfacing shall be made within thirty days from the date the street
cut permit is issued. Failure to complete surfacing within the thirty-day period
shall deem the street cut permit null and void. The performance bond or security
will also become due at this time. The Department of Public Works shall then take
5tep5 necessary to complete the unfinished work. The original permittee may also
complete the work upon obtaining a new permit and performance bond. In the case of
street cut permits issued after October 15th, the permittee shall completely restore
the paved surface by November 15th without exception. Failure to do so will also
result in the permit becoming null and void. The performance bond will become due
on November 15th, and the Department of Public Works shall take the necessary steps
to complete the work. Backfiiling under paved streets shall be in accordnace with
the specifications in Sections 12.04.260 and 12.04.340.
_2..
F
6. Section 12.04,260 of the Municipal Code of the Town of Vail is hereby
amended to read as follows:
12.OR.260 Paved Street Restoration-Material
t
' ~ ~ ..
Material shall be granular, consisting essentially of sand, gravel, rock, slag,
disintegrated granite or a combination of such materials. Yt shall be a well-graded
mixture containing sufficient soil mortar, crusher dust or other binding materials
which, when placed and compacted, will result in a firm, stable foundation.
Material composed of uniformly sized particles or which contains pockets of
excessively fine or excessively coarse material will not be acceptable. The
backfill material shall meet the following gradation:
Sieve Designation Percent by Weight passing
2 1/2 inch 100
2-inch 95-100
No. 40 30-60
No, 200 5-15
Ali material passing the No. 40 sieve shall have a liquid limit of not over
thirty five and a plasticity index of not over six. Test far a liquid limit and
plasticity index shall be in accordance with A.A.S.H.T.O. designations T-89 and T-91
respectively.
Six inches of Colorado Department of Hi~hwa.v's Class 6 Agareaate Base Course
will be reauired on top of the subarade material. The Class 6 A.B.C. shall meet the
following Gradation:
Sieve Designation
1-inch
3/4-inch
1/2-inch
3/8-inch
No. 4
Percent by Weight Passing
lOD
95-100
20-55
0-15
0-5
7. Section 12.04.270 of the Municipal Code. of the Town of Vail is hereby
amended to read as follows:
12.04.270 Paved Street Restoration-Construction Methods
A. The bottom twelve inches and the tap eighteen inches of the sub~rade
backfill shall be the same type of backfill material specified in Section 12.04.260.
The excavated material may be used for the remainder of the backfill, provided that
no materials greater than six inches in diameter shall be used for backfill. The
material shall be deposited in layers not exceeding twelve inches in thickness prior
-3-
.. ..'-
to compacting. Each Toyer shall be compacted with suitable mechanical tamping
equipment. It shall be compacted sufficiently to obtain afield density which is at
Teast ninety-five percent of theoretical density as determined by A.A.S.H.T.O.
Method T-147. The Department of Public Works shall require all permittees to
contact the Department of Public Works 24 hours in advance of commencement of
backfill operations to allow the Department time to arrange soil compaction tests.
Failure to contact the Department will result in fortifeture of the street cut bond
monies. The cast of compaction tests will be paid by the Town. The costs of
retests will be paid b.v the permittee. Compaction methods not authorized herein
must be approved by the Department of Public Works prior to their use by the
permittee.
B. All longitudinal cuts that are located four feet ar more into the paved area
and exceeding fifteen feet in length shall be patched and the entire street overlaid
with asphaltic concrete a minimum of one and nne-ha]f inches thick. This
requirement shall not be applicable to cuts for the installation of structures that
extend four feet or more into the paved area, unless otherwise required by the
Qirectar of Public Works.
8. Section 12.04.280 of the Vail Municipal Code is hereby amended to read as
fnl1aws:
Section 12.04.280 Unpaved Street Restoration-Material
The bottom six inches and the top twelve inches of subgrade backfill shall be
the same type of backfill material specified in Section 12.04.260. Six inches of
Class 6 A.B.C. as specified in Section 12.04.2b0 will be required on top of the
subgrade material. The excavated material may be used for the remainder of the
backfill, provided that na materials greater than eighteen inches in diameter shall
be used for backfill.
9. Section 12.04.290 of the Vail Municipal Code is hereby amended to read as
fn1Tows:
Section 12.04.290 Unpaved Street Restoration-Construction Methods
The backfill material shall be deposited in layers not exceeding eighteen inches
in thickness prior to compacting. Each layer shall be compacted with suitable
mechanical tamping equipment. It shall be compacted sufficiently to obtain a field
density which is at least ninety percent of theoretical density as determined by
A.A.S.Il.T.O. Method T-99. Field density shall be determined by A.A.S.H.T.O. Method
T-147, in no event shall water jetting be allowed for compaction of backfill
material.
_4-
r
10. Section 1.2.04.300 of the Municipal Code of the Tawn of Vail is hereby
amended to read as follows:
12.04,300 Unsaved Nonvehicular Public Places Restoration
Excavations in unpaved public places not used as vehicular ways-may be
backfilled with suitable material and shall be compacted in lifts not to exceed
eighteen inches in depth to sufficiently obtain afield density which is at least
eighty-five percent of theoretical density as determined b.v A.A.5.H.T.O. Method
T-99, Field density shall be determined by A.A,S.H.T.O. Method T-147. The top six
inches shall be a topsoil material meeting the following specification:
Topsoil: Natural, friable, fertile soil characteristic of productive soil
in the vicinit,v, reasonably free of stones, clay lumps, roots, and other
foreign matter.
All vegetated areas shall be returned to their oriaina1 condition. This
includes grasses, sad, shrubs, trees, flowers and any irrigation system disturbed
during the excavation process per Department of Public Works' Standard Landscaping
Restoration specifications. The lines and grades of the completed grading shall
meet the original lines and grades prior to commencement of work.
11. Section 12.04.310 of the Municipal Code of the Town of Vail is hereby
amended to read as follnws:
12.04.31.0 Asphaltic Concrete ar Oil-and-Chia Surface Restoration
The cut and restoration of asphaltic concrete ar oil-and-chip surface shall be
made in the following manner:
A. The initial pavement cut shall be made a minimum of one foot wi-der than the
trench an all sides of the trench, a minimum of three feet wide, and the cut in the
paving shall be made with a power circular saw or other method as specifically
approved in writing 6y Public Works.
B. The asphaltic concrete or oil-and-chip surface shall be of grade E, Efx) ar
equivalent Hot Bituminous Pavement fHBP?. The asphalt cement shall be AC10. The
minimum depth of asphalt concrete pavement placed over the six inches of Class 6
A.B.C. shall be as follows or match the depth of the existing surface surrounding
the excavation, whichever is greater:
Bike Paths: 3 inches
Local Streets (Public/Private): 3 inches
Collector Streets: 5 inches
Arterial Streets: 6 inches
-5-
~•
,'
The minimum lift shaT1 not be less than one and one-half inches thick and the
maximum lift shall be two and one-half inches.
The new surface shall meet the lines, grades, quality and appearance of the
existing surface surrounding the excavation, and be sealed with a chemical as
approved by Public Works.
12. Chapter 12.04 of the Municipal Code of the Town of Vail is hereby amended
by the addition of Section 12.04.315 to read as follows:
12.04.315 Portland Cement Concrete Pavement, Walks, Gutter Pans and Curb
Restoration
The cut and restoration of partland cement surfaces shall be made in the
following manner:
A. The initial pavement cut shall be made a minimum of one foot wider than the
trench on all sides of the trench, a minimum of five feet wide, and the cut in the
paving shall be made with a power circular saw or other method as specificall.v
approved in writing by Public Works.
B. The minimum pavement section shall be six inches or match existing,
whichever is greater, an top of the six inches of A.B.C. The concrete
specifications shall meet the Colorado Department of Highways specifications for
partland cement concrete pavements.
Concrete for gutters and curb and gutter shall be reinforced with fibrous
concrete reinforcing at the rate of 1.5 lb/C.Y. fibers shall be 100% virgin
polypropylene fibrillated fibers. Add fibrous concrete reinforcement to concrete
materials at the time concrete is batched in amounts in accordance with approved
submittals for each type of concrete required. Mix batched concrete in strict
accordance with fibrous concrete manufacturer's instructions. The new surface shall
meet the lines, grades, quality and appearance of the existing surface surrounding
the excavation, and be sealed with a chemical as approved b.y Public Works.
13. Chapter 12,04 of the Municipal Code of the Town of Vail is hereby amended
by the addition of Section 12.04.440 to read as follows:
12.04.440 Appeal
Anv applicant which is denied the issuance of a street cut permit, ar which has
a street cut permit revoked ma,y appeal such denial or revocation b.y filing an appeal
in writing within five days of such revocation or denial with the Town of Vail
Building Board of Appeals. The Building Board of Appeals will schedule a hearing
within ten days of the receipt of the appeal, and provide notice of such hearing to
the applicant. The Board of Building Appeals after hearing evidence presented by
-6-
• ~ ~ ~ ~
the applicant and the Tawn may confirm, amend or modify the action of the Public
Works Director of the Town.
Whenever an applicant's street cut revocation or denial is being heard by the
Building Board of Appeals, a representative of the utility companies servicing the
Town of Vail shall be entitled to sit on the board and cast a vote. The
representative of the utility companies, who shall be entitled to sit on the
Building Board of Appeals when it hears the appeal of a revocation or denial of the
issuance of a street cut permit, shall be chosen by a vote of all the utility
companies serving the Town of Vail. The Town shall be notified b.y a .joint letter
signed by all the utility representatives not later than February 1st of each year,
as to who the utility company representative shall be far the current year. Anv
utility company whose street cut permit has been revoked or denied by the Public
Works Department may appeal any decision of the Building Board of Appeals relating
to the revocation or denial of the street cut permit by filing a written appeal to
the Town Council of the Town of Vail within thirty days following such decision.
The Town Council shall hear the appeal in accordance with its rules and procedures.
The Town Council ma.y confirm, reverse or modify the action of the Building Board of
Rppeals.
14. Section 12.12.010 of the Municipal Code of the Town of Vail is hereby
amended to read as follows:
12.12.010 Abutting Property Owners Required to Connect to Utilities
Whenever any paving of the street is authorized or ordered by the Town Council
of the Town of Vail, its agents or employees, the Town Council may order the owners
of the abutting property to connect their premises with the gas, sewer or water
mains, or with any other utility in the street right-of-way. if connecting to
utilities is not fieasible, the Town Council ma.v order owners to share in the cost of
constructing main line improvements outside of the paved street right-of-way,. Upon
default of any owner for twenty days after such an order to make the connections,
the Town Manager may contract for and make the connections or improvements at the
same distance under the regulations and in accordance with the specifications as may
be prescribed. The whole cast of each connection or improvement including labor,
material, equipment, necessary engineering, legal and publication expenses, shall be
ascertained by the Town and the cost to each owner shall be determined according to
the material used and worked on under the contract in connecting ar improving such
property to said utilities. The engineering, legal and publication expenses shall
be charged in such proportion as each connection or improvement bears to the whole.
-7-
..
.,
15. A11 bylaws, orders, resolutions and ordinances, or parts thereof,
inconsistent herewith are hereby repealed to the extent only of such inconsistency.
This repealer shall not be construed to revise any bylaw, order, resolution or
ordinance, or part thereof, heretofore repealed.
INTRODUCED, READ, AND APPROVED ON FIRST READING THIS 2nd DAY OF Aur3.l ,
1991, and a public hearing shall be held on this ordinance on the 2nd day of
Avri1 , 1991, at 7:30 p.m. in the Council Chambers of the Vail Municipal
Building, Vail, Colorado.
Ordered published in full 2nd day of Anri.l 1991,
Kent R: Rose, Mayor
ATTEST:
Pamela A. Brandmeyer, Town Clerk
INTRODUCED, READ, AND APPROVED ON SECOND READING AND ORDERED PUBLISHED
by title only this 16th day of April , 1991.
7a~~~/ V~' V'C ~~
Kent R. Rose, Major '
ATTEST:
Pamela A. Brandmeyer, Ta n Clerk
..g.~
• r ~
m
A
O
~~
~, p
g
Q
fl
~ Q,
r ~ ~ ~ ~~~~~"u~•~
~Q ~ ~ ~~ ~ y
w 'Y _ •v
i - ~I 4 ~r~j'Sg~ u1A/ ~
~~ ~ ~ 0 Q
R~~ Q Q ~ Q m ~ F•d
Y
~a
m ~ ~ a~ m v,
p
_ ~ Q, ~_ i6 ~ c Q ~
~ ~ ~ ~~ ~ ~.n ~ H
Q C ~ O~ ~a~ ~ ~~~
,.« m
~ ~ ~ ~~ Q ~:~~ ~ ~
o ~ v ~ ~ ~, ~ ~ ~~ ~~~~~.~
-w '~ - ~~ m
~ ~ ~ ~~?~
~ ~t-,~ .~
g ~ ~ ~~~~m~QS~
~ ~ ~~~:~~04~~
(~ ~~~TY~7 ~~~ _~~~
A d ~ ~ T,. N in f~i~ ~ h Q.a
m
rA ~ ~ [] -.
d ~ ~ ~ 3~ ~~~ WT. w
x
~ppp ~~
~ n 3~ (}m
J ~ ~ ~ ~ o~ wc~~ ~~ ~
_~ ~ ~ ~
Q
-~
3
O
m
O
e ,~ a ~ ~_8' amm 1~ 4
-°i-.i~4 o ~ ~a ~~eg`. A~~~~~~ '~,5~~ ~~~8~~~~~;8~~~~ D~*~m~g~~A~m'~`ZO=o.~_~
~Z~°oi~ ~ ~sR~i ~ ~~ ~~SRO~ ~~s g~~~iw~ 3!~•'~v~ca~~rl~~S ?~~ a ~mZ'i0 ~ ~~~OC' ~i
p+~~~,~~Rq.~ ~ ~~ A~ - S!4!° ~~~iN? ~~ ~ao~,~$~Q°o~~~~~~Ri~~~ ~~~~,~f/i~'~ CZp~DZS ~7~': _ .
L• ° rig ~ ~ ~ 3 ~~ ` m w~w~~$ S;w ~8_8'~~'8y ~' Sm ~ '~ ~zOO~~. Q~~.,,:
°~p •4~ ~ ~5~ wa~~jw~.~~~~ ~~:;~~~ ~1a= ~~ ~a ~~Q~$ Dm 4gi ~ i ~y'~~,g~e~'.,.--~
~7 20 A~ei „~~ ! ~Ei.-_`~~~~~. ~~+~'' ~~m ~~~$ ~~i~~~ZmW O~~A~~~ ~mi `g=~ D~OOZO~mafm Z.y~.
g ;Si3 gqi i Cpl yy$ 7 ~ ~ tn3 'J w C7 ~! m O- ~:•
~ti ~s~T'44~~~i$ ~ ~~°~ 9. 3`c~~. TZam~i'm ~ ~~. ~' ~i ~°c~~4~ mC3tO.;n.:~~~0„
as ~ g
T ,~ ~~C ~~r~','• ~ ~yv~,*~ $2m -~ .i~~~-So~fl r~R' 7~ o'~ ~ ~° ~nv~}zW ~>
e w 3 g LA~ . iL 7~~ 8 TS ": ~.~ g.~ ~~ E8 ~~ ~ $~' s Aa ~ _ COt -I~.' ~~-i.~.~D.. ~2y~.•.; z.~~y,:~,
~ o s~. Ty~ ~ ~... - m .» r~ m ~' ~ p m ,, g g:w. -1 2 12 O ~~'.~.;iS~.. ~.2:.:a[:;:~.
~m $wiS~~~~S'~~~'~s~ Cg SLw ~~ ~os~$$,~~$4°m.~~~•o~. tim ~-G ,3o~~~i3, xo0o-nni,: ..
! ,S ~
~ m m o n o a m ~ ~ w w a S 3 ~ ~ a a b ~ ~ m -1 -1 a ... ~ ~-- ~-v - - c- - -~ _
cog ~,si; c n~ --g~~~..~y$~ ~~$~ga•~ ~c~ m ~ay~$no ~~m ~ ~m~~~~_mm`e~~m~~m=$m
QQ m 3o s~ pm s_ a~ ~ o m 7a o m
~LSan~m~m ^~mN ~m~~.~SL: o~~R i~~~iS 3~ n ~cN m ~~~rs$ ~Naama' :a~dR-~a~ 3 c ~Y
~'~ (S m ~ ~ ~ n ~ m O s ~
~Sm~~ri~~~,~,m~ ~,-~~'~ mN~~„ ~~8m~ ~~m ~~~~a~~~~e°~~•~~~~~-~--~rP~3mo~p~~n~~~~m
.y~~ Rl-- w~ i ~ Qd w w N m,,,~... m q N~3~~ w c a a
Q ~ ~Sw `c ~'. o ~y O' o ~''-m n • cn•r ~ c ~ S Oei'~ 2-'. m •~(n]O' o m -i Oa ~ ..
~~ w ~ ~NOZ ~Nm-Nm~ 'r. lG ~w~a w~~ Cn ~Z' nod q' ~j b2Q~ ~ ~~~7 S$ra('t~
~aap p w ~~ « .T $. o ,~ m « ~i m 3'~ Ct n ~ y~~~ mr.~n N O. ^ w ~ ~ ~ ~ m~ m O c
~m mE~, s ~ ~'d, ~ ~c ~ ~ g`i ~ 3 ~'mdr m~~,~ ~'mp.r-~~=Rte m~-Laa~
~~$R~=m~~wm~ a• Sgo+~~' o~m gm"~~a~3~^~, m~f! w $. ~om~°~~orm$' pw. ~~..a ~~~w tms~i
° %~6'~~i' m~~ ~~r~y y.... ?gym Gnn ~r e °~^'Le'o mS~g~°e& m~~m m^~-~ c~ ~~y ~~~•~~Br ~:~sm mw$»m '
~ ~ 2rg ~ aP m ~ ~ c~-- ~-~.. Q C- X. m n !« m
R- m~~ ~t m m~^ cs ~ ~~ ~o5-~~s n mR ~wc,~ ^$v ~m~ v ti ~-x~.b$ a~oa
~a~'g=~ a ~ 'ao u m~'~ma ~p ~ ~nR~ -1o a_ nm -~O a m RoS-°m°m~ ~ ~
"w' _ m'°0p o a o ~~ s~ ~-~ ~' Q ~ ~5 ~~o ~ n ~~ ~ o o n c a- ~~ 3 .,
~n ti'~! w' '~ ~ ~a o m $s ~ ~~ ~»~~m,~eo~ ~~~ ~m~- }~,t5~ooQ~' ~-
1~ ~? $ <~ w x~i C_Q •~ $ w m&'-^ 'm mmm m m g e
•K ~ ~. -r~mc~' N ~.~ ~g«~~e~^o 7a~ ~ mN am~~GRm~ dN ~, wi~,~-~ ?~p~ ~ ~•~ .
-~i~or~c~~ow~ ~~ &~~~ ~n~.~~~m ~-I if O,~c'_,~8~~~ m w.n~i '' ~~m$m-~t~o ~'a~ ~~ ~g~~S~Oe m5$~'
~m ~3~,~~~3~8~ ~'~' N~$; `a~ 4~~ ,'~ m~~Qx w ~•o ~-' '~~ m S'o ,~~' _ gym.. n$•°.
~ ~w a~$ w~ °'a o~' .ggQ'cS~~S ~o ~~,`e2~.~c$~ o ~o °<~ s Sx ~~° e~ ~ e'-~~~ ~~~ $
w~So ~~ aa& m '~$Y.~Om cs~ ~~m ~ ~ m om ~ R'w°a m-.. ~ ~~~~Zf ~~$$~9-
ar'w ^m g a -.T ~ Q Q...^a w~' 8 im6
~m ~ c c -+ !R$~~ m ,•mq m~ 5 c~ ~
~,~-Q3 ~'oci~mm~' ,~'~ ~'~$ ~oa•~~^$S ° ~~ ~s ~ ,~x ~S~S~~m ~~ o--~ ~•~T' ~amm~'s who
.7m n-, 'm m m.m oS'ama. ~.c $$5L~. Ao3 a m ~~m mw a m .cwm. Son=~nm .erg;' ~.
g ,.{ y.~6b~F'~q rrg., - 4. y -- ~, -_ y"•i :rt1 ,~>'. ~ .~
~ S « ~° iA <r ~a ~
q'j. ~~~~~A~~'o~•' ~ E ~S'~~~~~m E^i~~7' m ~ ~ ~ oo,, cA~~~.tQt~{4m
,~q,~~ o ~~AV g~Ps~6~. ~a $ P$ Sl ~gg-~~~'n~-- -,4,ea 3
~Wd i ~ ~ ~ ~~y ~Rp~ R ^O ~' 0~• ~~ ,, m Sty
~ _ ~
~~~* ~ ~ a ~ ~~'~« ~~'~'~ ~~~ ~~~~~ ~~~ ~ ~,~~a~~~=~'~g-~ _ .gym:
i
A ~ ~ e
.z m
.~~~~~g~
yym~~~.
w¢Y~gm 7
~ ~N$ ,~'C
~ ; ~
~ ~
q
m O S
S ~. -~
~~~.~
~
a~
gw~~x ma
~a~'~m'
~m~`C-.
p~ a
~~C)s ~'~nQ 3
m y ry~ S A~
'~2~'~n~
~
W~~im -{~~C~~' ~d~
CJ.$ ~ d
m^, p.~ "z~i
n
~ 2,LNN ~~
oaf ~m
~~'mn
o
w j
d
~n°;~
d °
~ gs?go
~m
= p
c
~ C
ra
7 m Q~
~' ~' ~ 25 N
f~1 „, ~. ~ M
f
1
7
K,
n
w
p
-
mcOWO S o
~~
m Qpp
TpC
~~
m N m
w p d
x
Z
m pp
~O QQ~~
s
~U
m m
3-~KO
° ~ ~
,
~
m
m~@ m »m
wm =
o
D ~°~ n2S
W
n-m
~
.~ m ,
'-r~p np
y
--m M _ .-. _ ~ ~p0.w~- g !r~ a ~ngem~,w ~ m ~ R ~ ~ ~ ~'p~ ~r~ ~~'~- A ~'~
mm~~~,¢p ~iT.~m~W~m ~p1 '~~°=~k ~m ~~°~~~~~~ dip ~o_~~SRe~~~C ~~~:~~m 3my~~~ ~«~~m~j'm
3 ~~'n.aa8 cwt e~$~W~~~ ~~~ ea-~~~C ~ ~o~ g~~m~x~~ ~~~~ ~~~$m~~oa~•.~~
~- p~~ ~ ~
.~:uy~~ ~m~~~g~~ G~~~~~g~~as~z m~°~=~~ ~~~::~m~~g'~~&~~'-~~~p~~g~~A=g'~~s~~~_'m~_~ ~m,
3~~~r"' m~'a°Sy~~S~m~q_p ~c~ ~Si,~SRt~~°w3~~~~~.$G °-'~nn~mmm~a'v'~$Qm~$$P~°m~o ~
~m~~ mso~o`d~~~p~` ~~mX s RW ~~pema~~ ~$P' .~~^miQ.Am'~~~ 'mom y~~s~C8~~.~i.~ R
w ~_ l ~
°~' V1 ~~~ q~~~?~~ ~~ 0~1~w ^~nx~~~ -~'~ m'g ~.~^n7 ~we n~S~m O~~s~°~~° ~~
~, wa'w~~ °Q N ~ ~. ~+ ~~-' 2m= ~x'm~mm ~~, Z.. ~R~ -rr~7 0~~~ ~~
a 2' . m ~ m ~ z $ ~ ' ~ ~ ~ ~ « c ~ e o ~+ s $.c o ~ ~ ~ i ~c ~o ~
4 ~~ n v 3~ Rio 3 `~ ~ S n- 'epl•cn~ ~° ~r' m a;~xna ~ ~ a~ ~ ~- ~
?m~ ~.uo!nmva~Q,~' iu. ~0 4.m aQ~W,`c~ c SPA m~a~is smmc~v a
r ~ ~.~~ ~, L?i m`K m ~CJ L~ ~ F S ~ STS[ ~ E to ~ 5 ~~ d ~ W m m. ii,3'
44 g~ Q CP a ~R~*n ao c 7 m m ~~ ~ o m 8.m~ m~~i 7 c ~o
. ~ •_ »~' ~~R4.~ ~~g O °=iW o~?$ v~~ ~~m mDg~~S ~v c ?'1~g~c~ ~ ~ n $
'" ~ g~~ ~~ m$ ~:5' ~d °'riarn ~w~ qm? o' mS'a ~w ,' ~° oA~~ ~'`"n S
-•~ ~ A}w Rn ~0' ~~, ~' m8 ~ ~ ~~amwp qcm ?'v'~'w S~ mQ ~$ mVw ~''~~ ml's N s
~ cc ~i~0 a n $ ~ ~ 'c. S O-i' ~_ a-~{ 'D m n' 7 m m
ms~~.~"~ onE ~~ SR $_ bw n«mw ~« f ,~T.c ~~ c~ _ 3~~~„3~zw° m ~c
° ~ w ' ~7-`,'m~~ $ ~~ z ~ ~~~'~ma~ ~ n m~p~mQ, ~~° ~~ '~~•.6c•~cSm~P'~5 ~ ~°_'
~m &mR~~$~~•8'• wm- ~m mm ~' ~m o~mn~3 ~= m. m.r8ows3 n 'ti m_ ~
y «~
d ~g ~(` i i* ~ ~~~igq ~~g Y• ~Q'~l ' 4{}~,~i~•y ~s#c~}.e ~i~ a+ N
~ ~ ~ a ~
~s ~ 4 a
~• ~ ~ ~ $ S a ~ ~ W ~ $. ~
R ~ ~
~g~ ~ ~ ~e t ~* ~
~.g~~~i~~'~rt ~o ir,~O ~•s $$~ 2~m'~~~d~$~l~s ~~g~.:~.:~'~n~'mm5P1~5P3~' ~°
~ _~
•, .
bA ~~~m~0y
~ ~~ ~ ~~ y~~yi
', ~n ~ x~~
~.. ~n
v m .~°~~zn
~ ~ ~ ~ r-• m
m C ~4~~=a
~~C wb~mG2
~ ~«~
I
-~ ~ ~
r~q ` ~~
'~ ~.~ J i. ~!i 'q F :.
N O q ~ 4.s ~~ ;. ~
of ~ t7 ? Fa r
r
o ~ w m a -~ ~o n ~.~ m .,~
~~mayg~m~~Rmo.~; ~wg ~,t~m~lm ~~~~ g ~ m~v~~~
^~ inn ~~g ~a yanAi~Cmm~i $ $ m~~ ~,h2mc ~o
. S ~' S-r- m. °~~ 7mdm ~ ~~~ N~ 1 G~
~' gmb~~a~w~~p~a_ c. ~ ~~~~~~~ S~ cSoB O ~~ C
6 m ZRS- cc nmsm~ ~°° G ~ `c~`Rm ggZ ~~~~,
a~~ ~~ ~~~~~~~q'm ~~~~g m ~ °
m e g 3~
~ S. R. ~ a c ~ ~ 3
t6 ~ ~
g sga4~~~a~~$~r~~ar~gm ~~~~'OR~g~$,'.B.N..'$~~a~
m -. _ 33
m _ aw ~~ _ E_
x~' C~~~ a ~ m c
o ~ whom ~-Im ~~m @:i `S °p'mpn~''~ °~~$~ ~ R a~« w
. .
1 !M ~`
•
3
~.
~~
• ~
Y ~ 1'
r^ .r
~~
o
~ ~
g ~ 3
-~ ~ ~
~~ v v ~ ~ o
a ~ ~ .. ~ ~
-~. ~ a
II
`~ g '~
~g ~
~ ~ ~ .~
o ~ Q ~_ ,_
a
Q a ~ ~ ~
n m
~ ~ ~ ~ ~
~ ~ ~ ~ ~
~,~, ~~
#~. ~ ~~~~
~ -~
7
~ o~cym~co.
~ ~Q~w~~~.~~ o.
~ ~~~°g~aWO_ µ
~, ~2cQ~ ro
Q'?y~~]~m?-~a '~
= 1
~~
~QO~?y-~°oo
~ ~~ ~~ a~
a
c
a N mQ~.~~~<
~C~O my~
~ `'~ ~ ~$.a ter'
Q~ ~~ o as~D
.~~~=~m~
~~,• g j, ~•.~ a ~ o
c~p~° g~
~~ ~ crQ ~ ~
~e
~N "' ~na] ~~ Q
~ ~ 4~~~y
3 ~~~~~~°in~
°'°~°~
p ~~ ~C~(p QQ ~ ~.
Q ~aOO~~ ~~o$
a m~ oho ~ ~o~ ~
a
O
O
r
r-
Z
8 ~ 3 F ~ « '
`~~~~~~~•~3~~m~ s-..~~..y_~vi ;_~' ~~'., '~ $o~,gg ~ Env-~ ,~ .•.: ,.,.-.
s.~~.~~~~ ~~•~~g. ~`~~~m~-.m ,,, U+z ='Z3~?~~~=c ~ ~~c8~~ c ~x-f q8 °'!3 7. vv~v~acoa+
~~a3~°9•~. ~~ °'~~ 'mj~ ~' ~~•m o~ a ~'~o. M mro~~m m < ~ ~a-iPa.~-!~~'
,..~~ o~ as s ~ m $< m a ~c c O ~ ~~ ~ tSm iL. `C CAd-
~'~z"~~ ~ ~m• ~s; sT~ ~ ti ~~ ~~$8~?'~v 8 v~o ~ s s~mm- x'~~
g gins' { ~ ~~. F'i'ee° _ ~ '~e~ ~~iy imam ~~m sm_•I• T zs-.
v 3!- eo p fi -a ~ o ~ ~ :r „5r ~~~ °. ~~y~ ZS t7 ~'y ~~~~ap~m"+dp Qo~
vw~; ~ ~'~ m ~~~~, $• Yu Y -~• ~ «~ ~...~`~o ~~ot'~QCQm ZQ S~ m mrL=L z ; ~+~
m yg (~ p y } ~. ~.
~~m'p:~o,' `~~»mN~w ~~'='i> ~~• ~ ~Q~{ ~$ ~c,~~p ~'~ en~p~ ~.~~~•~~+~~ pm'VJ ~~s~'°O~~z ~~§a
v ~ ~~~.~$ m ~ae~'; t o~ ~ f ~ iS~o^va~ m~~~~3'$ ~~y Zr, gaBZ ary~.c,~inO~'~SzL°c
.$°~-•mQ m a ~'d~~~~~'mm ~ 4( ~ '$S ac O~, w4-.. rsm C)na mqQ: 9 2 ~
~ ~~ ~ m -iQ S''xi - ~ -1. F .~ ~° Pt"~ C~ ~i c Qm Q F77. ~y +~•o;a~io~~j~._
•~~ ,~_ O Q- '_ ~,.N~N~~~e ~8$S -r ~~ a pm `~ wpm 3~
~m~ ~ ~~pm,.aNa ~"~'.iu ~'~mQ ~~~ ~i ~•~~ ~'A~m~a.~x 4s3~, ~N ~m ~n~'~~X~~m~~m
' pee ~~m_4w~ .~~~`cnKK m~' C :~?- ~i_rrCE~. ~~ m ~J m $•. mi~ ~o ~mr~•~pgny,:;p[]oi
'a °1i~~ ~~ °-' &~ ~ ~.~`'4a' o ~~ rs a.~. .'~' r:.f {t ~? ~' ~^- ~ .. a ~~ m cp d0 S. ~~: "~~37 s-•f F1-~x
c.Z ;~•~• ~ .~~~ Y,.,-~.~' ~'~.; ~~~~°° ~~~. cgs w ~~ ~ti ~,~, - tiAm x
~I~~~r~~~W ~a .a~,~ ~~ ~.8 $;g~S ~Ri~~~ 3'3- ~~~~. '*~ ~ ~ " o~ ~~ ~~ tir r~oim~~° .
a_ q~ $ me o rm a m~~
.cw~~A~, i5'~nVm~+e~.K~, ~t'~.~'~+~~ s.m ~~,t:~~S~w~'3m~r-.m~S~~~~ ~~' ~O. Q~ ••~ ~:Q. Qi!~~.~~-.
xGOc3~ro~. '.
..,
~ • 1
..
mpy~p~~ ~~~.~ ~~.x~~aa~~~gw ~i ~=mom=~~P=s'Wa~sW~~m== ~ m~ ~o~°a~'~~~~ y--"~~..
11'pn'z(a ~ ~ ~ ~4y ~O$m~ ~_ N '.y~ C ~^`3~w ~ ~ ~! aNN~c ~ay~c $2m'~ m~~~a Vl
E2w.$. r T ~Id a m ~y~'r~m ~ c~amO °~'m~~•b~ bw n7'om 3n~., `~ N m
c ~'~m mm ~ _ R ~ ~ ~Sm .gym 3'a am^...a-c• R- m ~~'
S ~r ~ S Z'~^A~aS"~ m~m~i C~p~ ~m~~ ~~ ~mm m mam go~~CS~$. ~~~'am~g'.C3
p m m'g iK^^ ~ m 1m m fa A y0 ~ ^I
~an~r~rtb 1i' 9 ~m Sm am ~~~- n ~ ~~ y m;,. m ono $ ~'. ~ g~g
n~ ~cm m g ,~a.~n5 .gym o' O ~~_~~ mw m ~._ ~~.mm m- Np' ~RmG-~ N
n C- -~ Y~^~z~8 Um3.,~ ~~mHm~~amw~_ oar°Z~-=~ - a °o ~z
3° W~s~~, -~..~ ~: ~A~3~'~ ~^ omvmn ~+ ~?b ~Y ~m~Nwn d' ~ wm ~+n~m~ma`~mo't1~.
~ ry x ~ p~g~ m m m~.~fi.ay mq.m m-'~=m?a•cs ~~ cw n -mv n uow m ~mc~~. ~' a+
E' ~ o- -e ~p NN +~ mw we Na'a~ o $^^roN~, m..a m~^' Z7 m ~ m ~5~,
St'A ~ w,•.• IX~~--~ $~~=ma --00 ~is• m ~~i~t m m .-s mm ~ m~n$~~'g.mv+»~a~ o •
nynl__tr ns Dm m-~ y~.- m~" m off.. g w c ..mm"' °ava: tn'
2 ~~~- mQa O ~Q'n ~~r ~%Fry m3 g. a-e nao P m '^vm ~_ mem
a ~~' « ~..¢1 n. wR 5' ~~- •~ ~ m~$ V^ viq O_ m•[.fmaa_ ~a-wc~ 3 m' o f ~c w ma m ~o'a ~~m:
~j 0°° a~E4 r~ mw mOnm m~A n ~' c~^ ~.n Ste"-a nS'.. n-m m ro d•R ~'m
A ~ a'~p. ~.~^ ~ 2'S ~a~ a c f ° o a°?~mw ~0.6~'om-i~~m'. 2'
, g ~.a c~°`i~$'~~S ~v2~.3•DC~~a,.F~~dp,m~$~QO°~m~m_°nWm~'3~~30. ~ •c-a n~ o°agw`~'$i~m -o°.
~~ ~i' m Y'' nw~ n o a m0'"'om baz7 m on 3_~aa (,n F'a a n~m.,a ~
Q4r~`,~'pJ ~~a . Y' ~] ~~.. o S~~F mmz7" ~ ~_ ~~m~~ ~° ~~~
VI V1~ $..,.; @ m^°,~>~~~-W ~/n 00 ; `~'_ ~fi ~~<c171 ~N ~CK~mc°K mmmOm mm ~mtmn0 ~ m_ } ~'C~ ~^^.Nm
8 * dg NCl ~~-1~ ~ N na ~nm] ~~ w ~ O O -°~'~^'Y p y O Z~~•n ~Fq ~ N ~~ N m ~q 3 .'+O ~~~m w RO p~p
rm. m~'m~ ,~$nA ri r~ ._k? ^m W W GA O°,i ~ 7 N C7 `~"'.'^c ~~ GAO m ~=~ ~i C'?
~' ,~o ~' rr ~o_•ae~~-. Ai m ~mm 3R~°c~ m~a m-'c~ m~rmna 70 mNC.b»m.am ~^c. _w
~ ~. m ~ ~ _ - a q m o S' N a m = m ~ v a `~ m m N;
7 ~n j m m 7 ~/G~ ~~~ma~n~ -OI =~O^.. < m~~~pm ^-R. pm ti -at~~m~Q'~ ~ m~_bi
n Off. Q2'm ~° m c- 6+m na ° w° o~~-ac'o ~~~ w wT~^ rc .5,.'~a oi` ~i om ~
~~c~'=g~ m ~~~ o' w~ ~m 8a'"°' 3mmzo ~.~'Kw nn. o_ wmFOCi<~x
~~ a^wam ~,..m °~~c3 ?: ° ~=8 °.o m~a m._n.o '~ w ~~o ~'+ o,O°O'm m so.
~ m~ ..f°~ m rmi°S~ Hc~.v.m ro w'~cm~ ^m~an~.~~wcm~...~a`^r ^ m m3$ ~ s m I
a~~.o o~c.'~'~T so3 ~'"~ nm~~i ~~ ~ ..~o~~±'mm'n°v c"'a:~mOmo ? ~'~• ~~vm~~Wm. ~r:r
m m µ .• -.• m a w ~' ...,,~ m n° m O'. m •~ m ~ m n a m a~ '- 0 0 0~ 3 m R a m_ .. •c m
n im ~~w6c•{~.^ ~ b Ch F,g 'a m~'~.~~_ my"~'' ~. 3~i ~~w N.c ~. D.~o~:3~~$~~~ - ~~$ g Omg
~~= a•~~ am N~' i ~2'.S m...-I^VJ~fq~3~_`"~~g$~--1$V1~O NC ~-•C~ ~~Q1m ~. ~,~ bbi
n .s H N m ~ }.np ~gm m-., _~ ~ ~ ~ m m" r ~3 oO m-T
Ti:S~c~•.~_°m~~ ~~o ~j~ •'K m, a• A~~~,~~.~ ~S~'a'~ gQ°12:,~~~~ 3°^* ~~ ~ ~~'~.
$~'~'im~~`~~~~Pl.~~j~ ~ ~-1 ~ ~~°a ~~rs'°;0o o~?^~.. O'~35~.~~~ ~_„~.~Im~.
_^'A-g ~ o z -a .~~-• ~~- ~~~.. ,co r~t.~-eon =t~~x~»a s~ ~' ~ ~~ °m
:rv~}~~,~~;~SC~~,. gb.. ~, NS, !4 ~w~'7•s~~~Nk"°•°°o_aR.~~~,;'~~~~• ~•~I~$
~"~~a~'3w~. ;.~~8'tt~~;~~m'g~ ~~A ~:s~~~'~~'@~~i°w~~a~W~$~ ~~'~. 0~'8~im
umM~p~~o$~r~~~, ~~~ ~ ~CSN~~m'~'h8„7'~~~~~3pN~~~i5~mg~j•~~~`'O,
a~:~a.~m~~ ~~''~ a;~~'~~~'~-~'a ~p St..~ ~~p.~~~y ~_ ~'r W~A~~~ ~ ~~~'ur ~: O.
..S N ;~ ~' O.W '~ a ~ ~~ r.a a W N m ~~,..'~ 'gI3 ~'
ym~y~~F ~..~•rC~tyFty~~~~.h.Bag~K~$~ ~.m~~' ~~o[~ts~mu~om m-~~~~Q~t~~iS ~n7~m5{bd$~~5 O.
,P~•pj "~y~,;~a~~ :iS~T.' 7R y~~'G'8 :~$~ ~~imxm~ymv Z~.':°o.°'~~n ~~~ u3 ~~,~ ,~:~;
~=xas~',mQa~~,~~ ~9;s•~i~w~~~ yg~ ~~~~~n~r.~~,m ~m ccr~'~,~$~,c~,~$~.
~~1 .s a ~ },~ .?PS "1^&'r2n ~-m C ~_~...•,^ ~, r.,m S.a C°.'.~^~.~m, a'~^.^~ #.. ~~~~
.a]m~~+41n~s~~S~~"a~gP°a»g~ m °~ °^3mgg~~~~m..'~~'v HW ~~W~$8"im~~8','.~~~~'.mms
~~q~~~8~~~gm~msao, ~~_
~~,~~ ~~~~ 3m S w}~-y~on'~Cmf
!!!!!!333333 t6 wa N^~m1S No
~a°m~8 m~¢ a~$'~~$iUmQz
m am
a~~~~ ~~m~•°~~~~~_~m~~mx°~m
n 0~~~~~_'m i~,~ ~ ~ ~. {~~. ...am N tT a ~
°~"~y~~Q$e~.~~.1mTG q W N ~
m a .N
m ~ ~ ~ w ~ ~ = w ~
~~' ~-gym°°~ ~nn~my~~mmro w mo
..._. _.. 0..._ ~. ~.~$... .. .. ~-'ww mo~m~ .° o waa ~ - ~, -~. ~axm.: mamma, go y. ~~ 35~0°'~, ~_ 2~n-
~'~.-ga_ ~~~~ oom ~ Fa o e° ~$1 [b~~ sc_i ~anrtA ~ m¢~~ F¢ 3a c-a mmRmc '°~~_
s 7 ~ ~ ~• •~ ^ h ~j ~ x ~ ~ P = `~ C C. a ~' n ' C ~ m 3 N l6 m ~0 ,G' ... ~ '-)
x ~•^aa'"~ &~. ~m~3•yy ~~2 ®N~~mm~c~a ns~o ~a~:a~~~ R'm~.m~• ~.~3 QNmaanm '•6r^~~ a3~' ~~o
~jd3~'~ ~~ mQ~~~~G~Y~O ~~~~ ~o..Os apmg7m~. ~~'Q^$~mCm3~Rm°~~m3m~~~~a m~.~'3a^~$~~• p
g~~mma ~g~°~W ~ma~ ~~~Q~. ~ ~~,~ o~b~sg~~m~~.ayd ~~~Ss~.~m.~_.gmn ~ °m- ~
m A a_ $ o~.~e3 ~ 1;' ~mZ m ~...u1^ s or. ~°~ C_ og~+q~,~_o°~z~ ~~~S~ng mh'•:
~.?~~~O ~~~O OI Q ~ _ 5~ ~ N ~gy~+ C W O~mw ~ O m j~~~ ~
'dam R^ m BAP ~Q ~ ~ b~ 3 45m ~~.-.-r~'w~m ~+^ ~^' •-m s'~ ~
~'h -~a~ ~ ~-~ _ ~3~ ~~ ~~:~o Y x~~ m-- ~-° r'rY a75 w $~: aoO~~-m ~ ma~•,;S$~
m ' ~B'm~~3' O"' m~p a ~ ~mapi..~ ~'._ ~rC>~' ~^~d~ ~-- o'O~' -•~
mms' ...~~ a ~S S ~~. F+ { c ~r ~-~~°4~`da ~~F 3f .. ~ ~`-~n"-m ~'m w
~~~~p•F a~~ a'~~mY TK K< o~~ !l ~a ~wgw~~~~~3'~ <.. [~~~~m~~ j~R~ ma ~p~hm ~.,..'K ~'°'-~~~'
~. oo ~ '~ m~'-' w "65S S ~~~ ~' p7w.~..a'-* ~ ~. 3_ N ~ .. ~ ~.~' m
psi^yT G'e.~'~ c ~°S mn„NS!uC•s~ ~~_.~,~ or~bmTmm~ay-~~n`uQ.m ~:.:.a-ayG<~~ca
a~ .,i.., c~i. 8'~ di ~~ $~ m ~mo Qom v ~ m 3Y^ 3~f11 az-°~' .'~ S.^~-~'m~ ° ~• m
. Fa_~~Q~ ~ g y~$m~•2 v~ ~"At$-Rm ~sm .. _ g O.-°`•o.cma..3m g~' ~~'x.~s~~ ~--.
~~ mc~~m ~im~X- ~~ ~^ a°3 a3:.cn~'~'~m~'~ m_ m ,'~~ ~Y° 'n.^m~m~" wo`:mQ„an~°='o~~= 5:.
accm~m ~9.ao ~'mA~'~~ ~~ ~o .a ~ ~ ~-'' Ss~gc~^o.~~.~m ~' O -~ m ~ ~~m
Tip ~ Q~ n ~ a o ~ma ~°' ~ mm m~m~w ~m dRm~~;. ~5:. ~~ ~r+~7{~j~~m ma
n^ g m~ma~ -o'~~Dmw o~~~ ~ ~o ~im amp ~ ~ m.~^n c~ smm~ m8 ~ ~ $m a,w8~f m ~m
ma'~cn~~a~'.•~ ~.&' onSn<~~aF ~ ~~ n' mn~. ~~° =a ~ eeg ~r~~'~a`{o F ~ O a ~•~ am~_ o ~n_
~.°a,yw.. ~&'&'gqngqm~ -+m ~~ 3 c~°. nnS z 33 spa m ~~yn one °aa~ a ~ i ~~ ~.°~-Ipai mo^ doo
~a~o n$m ma~Ett 3c 4'~-'• °omn~~~nm.~^d~3 m yo'~i ~'~+ _~.: ~.. °o~'3m?v.~"~. p'am ?'m sm ~m,..o~m v~3?~~.~_
~' m an .i 7 ~ m ~ m N w -. a.'. m -8'
mm a~.~mondn.n -~wF -o ~Fb n-iw 7p d; W^bwn-{ti^ppp•-c ocmnao c-•
D 7'~ ~W m Cra ~+~, 4 ~w Om c c c Om n c mc~ _.70=. m a0 dm7 T~-1=mam
~~,~~~~ v .$b~y~~:t~ ~mt~ ~~ ~.la~.y~m`~~~-~,'q~ ..~e~bm=v wn~m~~~bn names w~~m~m°: ~m~
.gm ° 0 3 n5m w~ ¢¢ n .S'~.Nn^n.m Rw su - a ~n'~n ~ ~w~~i m~~a s='= ^?5 aPi3~n-~~ mVl
m =. ~. ~~ n& n 1y cn ~ ~' G a~ w m °- °a '.m' ~ R o a a ~~ m~ w a• a ~? ~ O m~ mm 3 N p n
~R .m O~~? j0 m ~m d'73~~ m CJ`~ N~ C~J ~N p~i~ gOm ~lp ~ ~ D~~.ma y ~ m~'~~r~4 5~y iO ao O~.S m`C p.. 4. .°i ~3
r~ ] ma~ ''v= 9a~i6' °~~.o~noo P m' G~'w3o w.m 3'^noFmmO -tm 7E mamn S w -~
~+~ 4m any m'~ •<r^m n -iamoo ~n a-.~p» ~~ A'mCm~e~o..rmCO ~c~g o~0
m ah ~o~ ^ w a m, o ~~ na ~om-'o ~
Q ~'• s~ a~~m~~aomo m ~~am aa...~o az m"' '<~~8''m ~~ mama m'UO b m :m.~~r^no mZ
m N m m O ~'m ~~n F n^ ~a"m n mm=o ° c m m a mb N~.
~~.°$p°nm~~aF am_~m ~~ ~s~~mam~'a°oa~ ma'~~~R'K~~y am+'~.Q3'~->•a SO ~•m'to~a'~a mS a~~=Rm~'a ~~.
~~ $ ? $~ Om.. .~~ 02y.g~Na~^m g~~6~ Y~n~J ~4m m9i^ N'K m]trmm3•~5~~~ fi•`rc~m O~~T ~~ ~a y
~m~m~o~s cm~mp~~~2Q ~Omm~ti NC7'mm~ Wj'= O° ~nm ~° d `~d~Omg~mm~~jm nOmD'm~w= ~, ~~~
R 3 ~~+ ~ a O m a a ~ ~ ' O < Y n-
?at`[ ~ ~ ~ °'~'~ m`y 'K :rnr o p° -•?1°~0~ m ~,~75v ?'.c o 3-I ~a _°;'m~°'g'~`i ^m gin pV u7m yp~ R' aim
s ~~ ~ ti m 3 m g @ a a~ E. "` ~ m ~~' A. A m m m ~ .,. ° m S° o_ o m am° -~ w •c m ,~ 3 w m o -' F
g~ c o ,~' m 9't° o n' ~ ~ ~_ ~ ~ T~ aai ~ a 7 m m -i . b a y n °c f~ °' n -~ m m ~ ^ {~ m ~ ~ n o ~ m o S a a+ o ~ "~ a: n " 6l ..
wo :m a ~gm A~ m m A~ ^ ¢¢yy1 ~^~ a~ J gS«:.w[ "mom mC, nm m^m mw~o ~~ mm ~ ~ ndm^m Q7~~ ff a N N
U~ ~, j a m m w m 6 a m~ C~ u 7 mmm ~ O~ ~ P N M1 N '~ ~ a C ~ N ~ w T^ y~ ~_~ R' m m ~ O' ~ S °~ ~ t6 .. a
O a. O a m ~. N~ O N g 0 w~ O ~~ ~ m C N N~ 0 m~~ -..' m) C m~ n~ Q~ C m~ n'i m1 ?~- a~ G w ^ m
o} $~ ~ m. 9r 5 a „moo ? F ~nm mo ~ w 57nm n.c m'... Ow dm g ~ ~ o w ~ ~
~a _h ~ o, m ~_~ o •.'c ~ 7 ~=.w a~ ^~_.~ C 4 ° ~ ~ pmF ~ ~ d'K
='em~m~~~a3 ~.m$ mcm~'m' ar^ o;o mac-E~ m'~=....:,K'~Q~. ~...n~m'm-e~'mg'. j.~S~^r~m~=v~ m_ m
F iwi. K m ~. ~ a~ ~ m o - c 7 m ~--'~ ~ ~ ° 3 0 ~ m^! m ~ b m R7 < ~ m w ~ ~
~ ~ ~ ~, m m ~ ~- `~ '1 ~ 6 m ~ ~ O ~ O N A~ fO .~ m mS W ~ ! m m m ~ p~ w -~ ~ - ~ R ~j O
bm ~ ~.~-m ,K na m!~ neS'_~ =m mam F ~ --~ a 300 ~~n~~RsN $ OmO mS O~ ~ a Wm ~Gm ~O W aci m Qc
ffi'~m.aao a .~ d7 .m u~~~agg m' n. -'w r oW '~~o=. mam' ~T$'a ~•e o G' ~F ma w a
~~mo~ggm°';g,'mmm'~sm~s~'.~'m~3mo~ m ~m ~3'~~~'o•~~~-m~~~ ~~3.'s ~~ _R_.~..g~.^..~'s_^~^g wgs
~- nm am~cmmwa`c ,t m7 a~°im~.c ~~ m3mmmdm~S°5~ adi~~
- ~
~w~ ~'~n-~d~ ~C ~w TN-mo»~ ntr'
mq~ ~ ~SZp~S'-{ m~'•as fO~m~~~$5~a~
~ mooFp.. wno~-ate. ~..$~'w0
c A^~ m -NZCI m m ~~
~ ~ Pmm n o 3~~n Pm <~m cn
o m ~ ~y0 ~ o ~='~a0~ ~m~Qaa
~, ° ~ mam ~ am ~o°'o °mm m.'~ ~vad.<°_
~s TPO °o~u~ m~ ..Kwv and
c a sw ~~on ~~, m ~~
;nC rr-aZ - m ~ZO m£v nmo
io v. =on ~~° wma ~ oa°~o
w, O N ~ 0 w o= ~ N-~p ~m m ~ ~N
_ zP' -' o ~ 9 Z0 ~ ~ $ m~ a p m N ~ m ~ o
'~°.m~ °OZ ~~'~ aamn~Z m°a ~~='m