Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAbout88-200 - Resolutions RESOLUTION NO. 88-200
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
RANCHO CUCAMONGA APPROVING TENTATIVE TRACT MAP NO. 13527,
A RESIDENTIAL SUBDIVISION OF 252 SINGLE FAMILY LOTS ON 88
ACRES OF LAND IN THE LOW RESIDENTIAL DESIGNATION (2-4
DWELLING UNITS PER ACRE) , LOCATED AT THE NORTHWEST CORNER
OF ETIWANDA AVENUE AND 24TH STREET - APN: 225-071-65.
A. Recitals.
(i ) Terry Melcher has filed an application for the approval of
Tentative Tract Map No. 13527 as described in the title of this Resolution.
Hereinafter in this Resolution, the subject Tentative Tract Map request is
referred to as "the application".
(ii ) On the 28th of September, 1988, the Planning Commission of the
City of Rancho Cucamonga conducted a duly noticed public hearing on the
application and concluded said hearing on that date.
(iii ) All legal prerequisites to the adoption of this Resolution
have occurred.
B. Resolution.
NOW, THEREFORE, it is hereby found, determined and resolved by the
Planning Commission of the City of Rancho Cucamonga as follows:
1. This Commission hereby specifically finds that all of the facts
set forth in the Recitals, Part A, of this Resolution are true and correct.
2. Based upon substantial evidence presented to this Commission
during the above-referenced public hearing on September 28, 1988, including
written and oral staff reports, together with public testimony, this
Commission hereby specifically finds as follows:
(a) The application applies to property located at the
northwest corner of Etiwanda Avenue and 24th Street with a length of 3,640
feet and a depth of 1,328 feet and is presently vacant; and
(b) The property to the north, south and east is designated
for residential use and is currently vacant. The property to the west is
designated for open space uses and is presently vacant; and
(c) The project, with the recommended conditions of approval ,
complies with all minimum development standards of the City of Rancho
Cucamonga; and
(d) The development of 252 or fewer single family units on 88
acres of land is consistent with the Low Residential land use designation of
the General Plan; and
PLANNING COMMISSION RESOLUTION NO. 88-200
TT 13527 - Melcher
September 28, 1988
Page 2
(e) The proposal , with the Community Trail along the east
tract boundary, is in compliance with the Master Plan of Trails and the
objectives of the Equestrian Overlay District.
3. Based upon the substantial evidence presented to this Commission
during the above-referenced public hearing and upon the specific findings of
facts set forth in paragraph 1 and 2 above, this Commission hereby finds and
concludes as follows:
(a) That tentative tract is consistent with the
General Plan, Development Code, and specific
plans; and
(b) The design or improvements of the tentative
tract is consistent with the General Plan,
Development Code, and specific plans; and
(c) The site is physically suitable for the type of
development proposed; and
(d) The design of the subdivision is not likely to
cause substantial environmental damage and
avoidable injury to humans and wildlife or
their habitat; and
(e) The tentative tract is not likely to cause
serious public health problems; and
(f) The design of the tentative tract will not
conflict with any easement acquired by the
public at large, now of record, for access
through or use of the property within the
proposed subdivision.
4. This Commission hereby finds and certifies that the project has
been reviewed and considered in compliance with the California Environmental
Quality Act of 1970 and, further, this Commission hereby issues a Negative
Declaration.
5. Based upon the findings and conclusions set forth in paragraph
1, 2 and 3 above, this Commission hereby approves the application subject to
each and every condition set forth below and in the attached Standard
Conditions attached hereto and incorporated herein by this reference.
A. Tentative Tract
1. The existing overhead utilities (electrical ) on the
opposite side of unimproved 24th Street shall be
underground from the first pole on the east side of
Etiwanda Avenue to the first pole off-site west of the
project's west boundary prior to public improvement
PLANNING COMMISSION RESOLUTION NO. 88-200
TT 13527 - Melcher
September 28, 1988
Page 3
acceptance or occupancy, whichever occurs first. The
developer may request a reimbursement agreement to recover
one-half of the City adopted cost for undergrounding from
future development as it occurs on the opposite side of the
street.
2. The existing overhead utilities (electrical and
telecommunications) on the west side of the dirt road
within the Cucamonga County Water District easement shall
be underground from the first pole on the south side of
24th Street to the first pole off-site north of the north
project boundary prior to public improvement acceptance or
occupancy, whichever occurs first.
3. Twenty-fourth Street shall be constructed full width
(except for parkway improvements along the south roadbed)
from its intersection with Etiwanda Avenue (existing) to
its intersection with "L" Street (proposed) . The developer
may request a reimbursement agreement to recover the cost
of constructing the south roadbed and one-half the cost of
constructing the median islands from future development as
it occurs on the opposite side of the street.
4. A permit from the Metropolitan Water District is required
for work within its right-of-way.
5. If the 24th Street construction and undergrounding of
utilities are done by others, this developer shall honor
any reimbursement agreements in favor of those performing
the work.
6. An in-lieu fee for the future construction of 24th Street
west of "L" Street shall be paid to the City prior to
approval of any Final Map that includes any lots west of
"L" Street/ The fee shall be one-half the estimated cost
of constructing 24th Street, including the median, from "L"
Street to the west project boundary.
7. Etiwanda Avenue, between 24th Street and Highland Avenue,
shall be upgraded, including surfacing and an adequate
structural section 32 feet wide, to the satisfaction of the
City Engineer.
8. If the developer is unable to obtain the necessary off-site
dedication to construct Etiwanda Avenue north of the north
property line to its convergence with the existing
alignment, a temporary transition on-site will be allowed
as follows:
a) The design of the transition shall be to the
satisfaction of the City Engineer.
PLANNING COMMISSION RESOLUTION NO. 88-200
TT 13527 - Melcher
September 28, 1988
Page 4
b) A temporary road easement shall be provided on lot 11.
c) A fee for the future removal of the temporary
transition and its replacement with ultimate street
improvements shall be paid to the City prior to
approval of the Final Map.
9. If off-site dedication is obtained from the property owner
to the north prior to approval of the Final Map, then this
developer shall construct the ultimate Etiwanda Avenue
north of the project site to its convergence with the
existing alignment. It shall be constructed full width,
excluding parkway improvements. The developer may request
a reimbursement agreement to recover the cost of
constructing off-site street improvements from future
development as it occurs north of this site.
10. Construct the City Master Plan Storm Drain in 24th Street
from the project site to the Etiwanda Spreading Grounds.
Standard drainage fees for the site shall be credited to
that portion of the construction costs incurred in
constructing permanent drainage facilities specified on the
City's Master Plan of storm drains and the developer shall
be eligible for reimbursement of allowable costs in excess
of the fees in accordance with City policy. Any additional
costs for over-sizing facilities for interim flood
protection shall be borne by the developer.
11. Plans for the 24th Street Master Plan Storm Drain shall be
approved by the City Engineer and the Flood Control
District prior to approval of the Final Map or issuance of
building permits, whichever occurs first.
12. The storm drain system within the project shall be designed
to accommodate flows from the property to the north upon
its future development in accordance with designated
tributary areas for the 24th Street Master Plan storm
drain.
13. A permanent flood protection facility shall be constructed
along the west property boundary as follows:
a) A concrete channel shall be constructed, as justified
by the final drainage study approved by the City
Engineer, with sufficient capacity to allow extension
of the channel along the northwest property line of
the property to the north. It shall be fenced per
City Standards.
b) A 12-foot wide paved access road shall be provided on
PLANNING COMMISSION RESOLUTION NO. 88-200
TT 13527 - Melcher
September 28, 1988
Page 5
the east side of the channel for its entire length
with access provided at both ends to a public Street.
c) A permanent storm drainage easement shall encompass
the channel , debris basin, service roads and fences.
d) The developer shall form or annex to a maintenance
assessment district for this facility.
14. If Southern California Edison agrees to the placement of
all or part of the permanent flood protection facility
within their easement, a permit from Southern California
Edison will be required for work within their right-of-way.
15. Interim drainage protection facilities shall be provided
along the north project boundary. The design shall be
justified by the final drainage study and approved by the
City Engineer. A maintenance agreement shall be executed
to the satisfaction of the City Engineer and the City
Attorney guaranteeing private maintenance of the drainage
protection facility by a Homeowners Association, but
providing the City with the right-of-access to maintain the
facility if private maintenance is insufficient and
allowing the City to access those costs to the Homeowners
Association.
16. The project shall contribute to the future construction of
the Etiwanda/San Sevine regional drainage/flood control
facilities by forming or annexing to a benefit assessment
or a community facilities district or by the payment of
regional drainage fees as established by the City
Council . Formation or annexation or fee payment shall be
prior to Final Map approval .
17. Construct a 20 foot wide Community Equestrian Trail along
the east project boundary.
18. Landscape maintenance easements shall be dedicated to the
City for the area between the perimeter wall and the right-
of-way on 24th Street, Etiwanda Avenue, and "L" Street
between 24th and "N" Streets.
19. Slopes within landscape easements to be maintained by the
City shall not exceed 3:1, unless approved by the City
Engineer.
20. Where streets are drained to storm drainage pipes (sump
condition) in easements crossing private property, the
easement shall be graded to accept and convey overflows
from the street in the event of blockage in the pipe or
catch basin.
PLANNING COMMISSION RESOLUTION NO. 88-200
TT 13527 - Melcher
September 28, 1988
Page 6
21. Off-site improvements shall be provided for each phase of
the development, as required by the City Engineer, to
provide drainage protection and two means of access for
each phase.
22. The earthquake fault location and building setback shall be
shown on the final map. In addition, a deed restriction
shall be attached to lots 24 thru 28 identifying the
location of the fault, fault setbacks, and building
limitations as approved by the City Planner.
23. The developer shall commence, participate in and
consummate, or cause to be commenced, participated in, or
consummated, a Mello-Roos Community Facilities District for
Foothill Fire Protection District to finance a fire station
to serve the envelopment, including land facilities,
equipment and operations and maintenance. The station
shall be located, designed and built to all specifications
of the Foothill Fire Protection District, and shall become
the District's property upon completion. The equipment
shall be selected by District in accordance with its
needs. In any building of the station, developer shall
comply with all applicable laws and regulations. The
Community Facilities District shall be formed by District
and developer by the time of recordation of the final map.
24. The developer shall provide each prospective buyer written
notice of the potential Fourth Street Rock Crusher project
in a standard format as determined by the City Planner,
prior to accepting a deposit on any property.
25. The developer shall provide designs for the ends of the
cul-de-sacs to minimize the amount of concrete and maximize
the amount of landscaping.
26. Approval of Tentative Tract 13527 is granted contingent
upon Planning Commission approval of a total Design Review
package, prior to recordation of the final map, which may
include the following revisions:
a. Deletion of one lot each at the ends of these cul-de-
sac streets: Street "M" , Street "P" , and Street "E".
b. Provision for a paseo/greenbelt system of trails.
B. Design Review
1. Prior to recordation of the final map, a complete Design
Review package shall be submitted for review and approval
by the Planning Commission.
PLANNING COMMISSION RESOLUTION NO. 88-200
TT 13527 - Melcher
September 28, 1988
Page 7
2. A comprehensive grading plan shall be submitted for review
and approval by the Grading Committee prior to recordation
of the final map. The plans shall address the following
areas:
a) The maximum rear yard splits shall not exceed eight
(8) feet when unretained or 12 feet with the use of a
four (4) foot retaining wall .
b) The maximum side yard splits shall not exceed four (4)
feet.
c) Split level pads, stem walls, and varying floor levels
shall be incorporated to reduce grading.
d) The maximum pad to ground differential of external
boundaries shall not exceed eight (8) feet.
e) All cross-lot drainage shall be within private
easements and improved devices.
3. The cul-de-sac for Street "A" adjacent to Etiwanda Avenue
shall be designed for emergency access to the satisfaction
of the Foothill Fire District.
4. Lots which front onto "L" Street between "N" and "J"
Streets shall have circular (preferred) or hammerhead
driveways. All drive approaches on lot 100 shall be north
of a projection of the north right-of-way line for "N"
Street.
5. Front yard landscaping and irrigation shall be provided on
all cul-de sacs. The final plans shall be reviewed by the
Design Review Committee prior to the issuance of building
permits.
6. The Secretary to this Commission shall certify to the adoption
of this Resolution.
APPROVED AND ADOPTED THIS 28TH DAY OF SEPTEMBER, 1988.
PLANNING CO ISSION OF THE CITY OF RANCHO CUCAMONGA
BY: arte_�...e a 7/I
ry . ' � ��y., airman
ATTEST: (/Ili/!a��/
rw y
PLANNING COMMISSION RESOLUTION NO. 88-200
TT 13527 - Melcher
September 28, 1988
Page 8
I, Brad Buller, Secretary of the Planning Commission of the City of Rancho
Cucamonga, do hereby certify that the foregoing Resolution was duly and
regularly introduced, passed, and adopted by the Planning Commission of the
City of Rancho Cucamonga, at a regular meeting of the Planning Commission held
on the 28th day of September, 1988, by the following vote-to-wit:
AYES: COMMISSIONERS: BLAKESLEY, CHITIEA, MCNIEL, TOLSTOY
NOES: COMMISSIONERS: NONE
ABSENT: COMMISSIONERS: EMERICK
I
tsi 41 1 2 N'V O GLJ L J�> C c o q L C Y +o 0-04-
001 .0) 0
L r w °C N u 0^V L ,- A d O q^ q L > U .O4 q d .0.40.r.10 N
O c q O C r a c> .010C V E O 0 ".g
\ d Y ° g '- u= 0 M d N A l C 0 0 d y y 1. 0t- on.0
J d V L d g W Y J N W {J� Y p . a N C d Y. d C O
kV D'L d G O N L d A 6 a T'1 q V r q L C C Y 0 d
000w,«.-. Y y V O L• O q N C LI N ^ L y L y 0
aV A > 0 2 C 0 C r > d N C OC y Y N Y qpt A V M O° E L
Q p C Y L d - , °« l r p O C 0 q C Y r 6 H O y y L °
q N Y d q a g d{ A Y y N y C r C y A
Z a r L C q V O 010 C C y� 2 p P C Y r ] U d i
y d > q,^0 C MC P767.p d J >f d u L C 0
I- 0.5 >400r d O i O' C d•W L d O a
`Lq .y ai preL duV. L J4 > c U �-o urs> as
(, L a d O J y L O O y d yy d a V d 0.011•1 r N
^yO r U d p y g d N l V O Y N Cl) V LO t_� r C G C " d c U' W q Y
V tgpird LC
CC d E Y g O N O.Y P O r Y Y Y O^ d .0 O C O OI 44 6 ar-
ea .
L d O y
_ L V YI N A Mn L �y$ A 41 C i N 6 Y v E N G
O.. C O > - = y >a d C N O W WV.. O.C L N L L V+ q 2 E C H= O1
O L A Y d q Y L U i O d N d V r P°O > a° d C d C
C M y 0_«0:— = O W 41 L 0 PE C 00 . C r q V C y M O r
d g a O >W V_a L L L Y_ c 3 C O N O ] L1� d y >
213 r y A y C d U 44 O O A v N N ^ U A d y L d V E O Y y a
py
4J Or L pLO q •� d N d 0 W dA
L_VU2uyi °ru c� CN ryT
--cif .> co 1p at.-.2 yo
O UM/ J n 8 N
y-W O� "°4— Cl)0 rN yeeY a cr NMO r Eu^> ke
G A ° IL q O > C O N ^ L p N-1g Si q N q g d L C
V q 0 °15I1- 033 o
‘ 0000 Q O L 0 0.0..-, V d A N r 0.0 0 r T N
m cm= YNC MCO dCgLY p rC pO NjOrU > .Y YN
A C y -O .... 0--.0 d >44771, 0 A C a_ 2 q L•re so p C c N T u
a -00.V• d C P N > O y E O y >s J °C+ C
q} O y to- 0- 0- O A l O q L rN P O 5. d c' N d a+ O
> Lr P V q
we Td p°+ C r r L N - L
E S•--^N`L c L W N a°v r M q} � V r C T A C q > O
LdY. 0 VN .Y OpyN rdOYrgp 41W0 AL>E qB H^ B N0�006
A 0 Y C 0 O A L d C y V 0 r O C p c O y t OU 4. > V C 44.000 6 r
•• d V d g L'N 41 V— 2 . 222 r d g U N L c d 0 0 L ..d A v C•
3LL q u O C > W N d qg y r O A Y N > — A C L C r g V U
L r 2 d r r r O ]y C c 11 .171.-r r O° r l 1;25232 >Y}r p
O.14000.1= 20L03.4 N LOG>N a T 0 y C N I. o v N N
` dr 0. pr JCOY
C O1-00.00 ¢ O L 0.4 L p
Y. t 41415 COMM HL aL ao
d
d
�� •
N 1 \\N \m \I N
1
I
vr
I
g 4-'0 WT d
A d
. L C e .0.1-1014.
0°44 P
Y,L
L
✓O a C C O O V d Lr Jr= > y y E L 0 yy
J > c 0 [ o E
Y 4 Y O N y q
J.N V U > g c d
q OFT d W N c Z D 0..-4, UTr.N la F
N W U P >
• 0.C NC C a q g qLO r q > C 02 d >fa C
_ L c V y Y
C O C r U C O CC d N c
\
0. O A C 1 ^ $g C 0•Z 0 " P rt^C iFI H �, J 0'00 d A _ U4 .} 14, q YL 4441 d O >0 0 .5 = a S \ U a 0 p 0 YNdL NL
0. A0
L4 0 S N d A C O C V
V
XI VI r W w q M C W 2 ry `O \ O r CJ N I A
2. 0
o O g N a a ` A a N L q eL 4444 0. 5 Vp 0~ p r C0.1\ IA d W t9OOA A N V O pO V y
O 4
o
EIS m«C U y N P N O 0.d r L 1' Y Y Q 2 0 \ ti J O B i ar d t N 2 C
. \ C O e r O \ , 7 j p 9 01 p as,- > Y y F E d N d° Cr° T r L d >,q y W YYY I y ^ q O y a p y9s S N J P y ` A L q4 N u F d 4441 C Nd 0.74-.: 0 YOg•
v E fl _
2 1 d 1. r y L d N °y 0 C S 'O rtao CI
•IL L 0 O y ( 200 Y W Ty_
00." 0 °"- c4-O O U P T O
C $*8 Z• O U• J 3 d V L`r
N 0141, p - - 0.0 Y d y d A P
>r C 0 > > A C
' d 0 0 GYYY d y WY C C a C
r limi■L r 00raod"
r > a C. TU LNr= 4J > N j 3 p L O N O N
fl . a 2 O C F C
Y
-a r 2 N q C y r
F 'C 0 r g0 E a
V ^ti
_J
N �
A �W .. ti N
R Q O 0
a E I I I I N O F p0 0.
CO I-
•
it 70 VI 01
^Y L C O C g G C > OfO N O M M d D L d D y p C • C O e V O L C WM
1
";
°A^ «Y P y «6^ a Y_ 0 U A w«,.
4'7
d O °^ E N a ELL @p _
C O r C •L C N d d l L r a 0 . A L N q °
4, 0M
Y L A
1°,01g
T^
m0'2
pg Dr L Q L — L9, 0—
« C L p N C D;
g N I N u ,143 -- > O N N C N N t p q V G
... 0.v,a,w W adi^ tAJ L a L d a°p d d l V'o j 1Y
V O q Y• a0 VLMN LN « a yN
q Y O q' N Y ydj y U O d Y O y O d V^ q r q a q q r
00
d 130 « N « L d Y O Y Fa d d J N M d C °a
D N D Y a O P A O a Ed O O D t«V d IMO C > C $6.2 A C
0.—^ c =N 13 I O V 0 1. ,„ g O 3�M C G O G^^ yg Ayg��Q f L ^^ q L« L 9 3
A B a N o gW °a d i 3 d g J d C a N y > a-Co q ^o q O N o
N L D r M c«V t V a C O L U O,-a° d L n a ^ A i e
WL^ U r o 4" O =r g °d ° > 87; o0,..,..L q U L U on s_ «
m«.-4 ® L L O L • L r U a . a ..; L M d L
7 r O U C f O d O q 0 •• O^ L N 0.0- 00-_ >d d p r j C BO
ce qL 0 dNML �L�7,3t24 ,1; O >�LaLU^ Jdd If C C «r
Q• Vd0L U Cd a^ NMN0 )4-, « 0 ArgO" Mtn.K JL L jp^ 6p
C V O. COWL «^r C D O d Iy N a ° 3
coc _mmZ0.0 0" 0
C qC O e O N um U U ry C L L C yd O,.-V°0 d N / P C T N
yC d d U A O C y q J« B C N p °A d U
O L« C d d L d @ d^ Mgr « C A CON a >J °U 42"
UCy.. HdgC V OD G IL LE 1- . CA A« « OML n.
q B i QC O q«r = 4) ^71-aO� d « p L « d pL ^Cl
d^ L C 'A D N >q>r�O• d U N N L L c r p V r L
•A 4.CI L 4.1...
d 1 6 ^ P� E+Y mo�d•• L V ryg h«Y^ 01 V d 171='7.3 p N c« N mm
C
gLOP LCr^ d qr >I�I...N AN MOgtL6°C � L � . UL MdrD
N Z O L A g a U 0.- c M; O N 0 N q 9 td U C r °C N a C Y N A J
O O D °N N d g y • •L a L u M° ° d D«q C V q m
yg L C a C O C « �> " g M 0 r_b >,'^^ O M^
Pin- 04)
t U E P p O °Q
dQ °_ } N^ dA C VN L« C OI q CrS MCN ^IF CIL LC
L A Cr . . ....yyyIII��� A
L .- - . . . 0 N a M O Pr 6 a A
O L P yC L O a L p 4-M M 0 C C.0 ^D a c O e., „ L d r N V O. >OC
A�W 6Ua^ C N N O `L P^n acrM > aq0 -Mom NL ^Y. Cq • WO
TD G ^ 0m047 M^ 0dIFO ?...I ^rte gyJ O'« C•J arLM Na dON�r ON
C cc— C r yak q G u >l r « 000« d r o C4' C C N «. q a Q-
30
a >„ OOU« yVU •^ OLD O« CA °CyNy V« Or ,- cc G O.CI
Lr4JLN « qW,- 5- 00V • A« q- co V` yU L PyIBaNOVO L« 42 CLI L^II C LCN
°M V C+ C G J L d r e ,. a 3 Y VI Y.-".$.. •�W V >�°a r O O a L W^ O C V
C C L V L r^ C«^««= u-000 C A c 9 °L D- L L0« L ^ V U L
-- win.t V C J J U LC C N N YL C U V r L r ow 0.- a U 8« y C ^ C O mm
< BY6p GNU W� IRS NNL L KO LSO N JC OC L cc.- q I O dqO Y^�y
S l N a U a 6'a N d«r O W r^ I p C C L «.0 N° p
G
m m m Y
m
1 I \\ I
m 1 �I mI �1 tan 1
CO
Li
C c c C q A y C •Y 0 C 1 « d C a
N ^
C C C C O m a- N C In N L o t«o A
m.- 0W L V r V dr us. «r V.- Ls YIL UC ,-. ^ ' a N U O.I r« A V C ^ C A p g L
> C O O L O° « ^N Y L L Y S M N GN 4 M O d O a JO>D Q q1 d >� C 1 d
10 0 03 .1372 U r V L ^q O ^r L ^« C O O
C g
C 4-1 q L IF NW C a m C C L > « y g «
m V T Y 0.7. 5 . p _ O« IL CU CLA« j Dff CCC ame « N L 9q TL d I.
N y^ l
rq �L A O D W O V O ' H V ■Y C L.
8" . N >I C ^ qq V _ U O d J
OD q L L 1. A A N LC T q 0 N a O O N r r U
C^ r J C y d D r N r •U Y C iM U ^ r N _ V V y q q et_ « L N V Y C Cry A N d L M' g N C « L ,> . C «L C+^ C J ^a O Y L B ^ d «
a a A O P y + 0C N a C ► N U 0 CC N Lr>r g T V a P C T q U > I >Q a 0 N y r Je U d A C OI N f V W PO N a M N M > y L P O. V O • O V U C
cc O° ^ W d POy1 A y yU r d 0 r a �C CV r L « —*so J Q « flat_ N L 0.
Y T a �
O L C C N y N C C- O a Y C^Y > a . w 'r r =^ L N O L q L C J d « d « V p C q U a" O °d O Y U U L Q A . a C N q L N q 9_Y q L U
2 q 0 I V V N= q P> 6 a
O . 17. r U r H N A O" V Y g d A q C Oa N V C a L V r 2 •cai
« C d a ° ^O . C V q N U N BB:g. MC d C A M W
..c100‘.2 °Y Y L >0 C O C O A a d N D U ° a° > C • > a J O« ` W g ¢^ SO WV 0rc 6Y D dHF Cr• V OV ^ gINONA d6 0 OC W.... v r ° qg O O M C O C d r V A r V r C V O 0 . > L C « q a l VC ^O d J L O r a V C O.d A g C L aN L O - >Y >Y y g P M C A^ L A r ee O.V C▪ . A « NL4Lr d N N > dP LOU. L A MCLPCO NN H PC L _PC NN NJ ,- d } d g d C C D• O
.L e H " V J d q O C 6'^M V„ q d 9
D L d C B « W
r g L g C O L^^ O D J A C
^ C « > ...I o J•-• d A d pd A LC ta. r L V J H N «IL Q � 0:::22 .4.7:42,1° ., 0 0' ° G« 0. V 9 Y CO N dy d V a C .'^ A 6 V q O J d « LLO 0. C L C^°4- 44 T yL O N Wm
N C N V L) O C N V Y r L W P L am N Y r d V .^C N W= V I J ^ N .O N C L N Z L F N d t O « C O H P C Y«~ N W d d w ° + Cu d V ,- Cu r 4- N C d • d O O N C d d C C . p J M A an. V« C LO L O AO ^ O L d d d r U N C O A C C O « U CIC C y U > C V CC J V . L O ^C q J V^r C rqB r V— co q L yA qC > d N > O « a>V 0 C d C C M V =
U Y >+ C V > C > L 0, 0—.00 O^ L V N PM d rd L D L ^ J r r N 0“.r J O U Y r U 0 L 0L L V L & P° ^ N O g L N° O MO A > r U L L L V V ^ d U M »J 0.Y N V ° d d d D U 01-10..a U yG N NCC pd " 00. ,--.con Cr. M
IAAN GU 353"°S ” ' .CLdNN L « d GdgPrr My CA
HrA6 °L
01 �� �� �� ~� \-11 mI mI
1
N d d G Y
01 ^ ^ O.L kLLLdC Tqy TL c.c • 01 tO
1
no O ` C O L ^ c ^^ o000.,..-Lowly d V r Y ' L d d RI
^ A V , O ° O d q L L 0 O 1. d C H J O d d y N O O J
N O' A d ^ L 1 O p 0 q d^.... O W O C V L �^ Y Q r L C V > CO an LO
1..« ° 0 d O c 4L N Y d.[f q p 01 O1 q Gm J d C' t C c e Y d C Y g J CV 0
m . d d a0i r L ^ d p M C g Y q O J Y V U q O d u
P�r N 4 p O N Y L Y d O c ar O N N d aa d O C l .0 q 0,, ..
O- oo Z . d A 0 d U O ' m 0 • •d N N O C d N O U Y ^ d •d r
N C p t YN +q'1Y dy40- q YTp Jr U Oy p
h O p A N Y L Y p u L L i L 0 V- N Y d J > -0 N L N d A
�••� Y q L L r q C .L >r A q N^ O a yU N +p L r A •�'
W Nr_ y 6 ^ d 31. dd q •Y u d•�Y .._C d
_ A d E .• u V ti + ^ O O d N W T C T A N d u
0141 O M^ A N d O^ % ^ N a O d J N C • r L N d
O N d p C L V V • f L O4....
>} Y O^ N d d t U L d ' Y C L
C6N •d d dV• N Ur dp� N 6NUYd dYd L A �^
d C • q 41 040 p01 YJJ r 41 41 11.V• C O p N •
OpV LL di CN01 O .F gNOOr^ N >I^ L TYON CU od;q
^ G Ij O .Vp 0. 1 C� A •7 0 r .-.N A • N N m jr:L A ^L >.M r r p ON• 0 re O.V O L d°• A L O- c O i .A p 41 4..0- G d N 61 41 C N C• d+ Y C g o
gL41 NL MO d^ O 4. 41 CU VYL 04 _ am Lq O
..., 00..._10 G i Y % a N G O O >r L 0'Qa d V Y J d c Y r c c a • d^ E 1
CO-" 41 0 r O N y r g N N O l d NO'L O r orY N r04JL
O L L Y C Y L L C C L Y 4.a O40 i p d r L Y A O C A d L L 0i0 N`J
O p O O 0.3,-
r L _
OZA V q qy O^ A.-. O Op Te MU Tv! Y 4141 P
T N • d C T O N g L L y r 1 C N ` r • N O} d
E A'.m d d O Y C d O N L r U g N L C C Y .- C g Y d L p r N 41 0^ N L 4. d N d A d Y A M d •Y r_ V Lro O 4 YFIU d0 K Ld 0. qT p >p00 Nd O.414y L`
C N41L YCp> c A . c,. ddVLLOOdOON CrN 0 NgI GLO.0-
E YY > y� �Id NLd _qqj C� � GOgq .n 11 OO OIY N �Y dO qYL us_A U i d 10 1 4. '.• d q O L N W d J.L. l.--,- 0 O C r L L A 4. .....
.t0 40- IG I. A O N L N d L « w.-«,m Y O M- C N Y C
d G N O 1/4_,_« 40- Id41 000 d N W C« « u „,,,,.0 i A C C L d d A C d O
d d d O- 40-y ^ a g p d d > d^ d• L O =4.0 > A W ^ O C V N
L 4104 L L V 4/ 0 ,4 N L N C r • ({�� N ^ � 2d
Y^ L0
g=NL JL GdO NJ.0 0 NNU qO LOdG O.-OCC GO T0i6OM
^ d E d L Cr. Y
d d • d C d L E -Y d ... = ^ O L L p V N co ^ q > y y1 Y
s
tu. 01.~1 L E N i 13 .3) Y N Y d U 6 cat' s. d d C r O d p p N d > 0.0 ^r C•'• A L d
Y L L 0 Y^ 0 U L= J q p C y
Y C N A N L L ^ - 0 g A L L•c 00 0 U r C y V r O d C+ L
10r Coo CN MOO 0-- N= CNV,-� 01> 01gNpO ( Ar O6 Co LLOCpN•
� �I �I �I �I \ ��I
Ih
1
L d C O C L d d d d C 01 OI 0.
.CO. r L
it/-° V L A O 0. ` C C.Olt { C C . A'4 G C• L d o CA
O^ k C mad ^ 0 O O V O.L C^ `1 oo O A C
V N} A J r N O O A Y 0. 41 ,,,,--,- o. q r q E Y > O d r
+ p 4Ln O C C Lv. _ W L Y A..0 r O T 6 0.OL 01 L O
Y OA^ jY N O LOgO d O' 40- ay O�Yd
d C^ O N Y Y Ou 4H 04 41 3 Op G
J O E d Y O d C p l
yN� L N d C C L y N� a O l ij Y r 3,41 O C Y ~ '^C qL r
} N L •Y a ^ E q c' .� -am N d L > a C N C L < q 1 _c• g V C Y Y T J q`l C d A a, « N A 0 V d ! oO O d O S C y
an r} «pan V0 O4 N 0.40- LTtY > M 41p y rd
p C p C d co d O L l+ a=
Y p q l
A _C >Y Yom. L JY L d
p g> . Z r p - L A .- y r O.V g Y p q q O ^ >,O ^ .....Y L O.3
C y J d 3 J L % A ▪ N q d Y -L 0. 0 Y p d
p U O > Q? 2 ^ L d ... N O O N N O L
6� 0. LgLr g A� UO p YO NdLC AO •``1 > L % N00L
c O U O L C L G d r Cq �. O
N C q 12 O J or- A O y p 41 41 O W
C LL qT' ^ NC NY Y M- dOC YO OOGJ 414-G > O
A d^ 0 p N d q 0 • J.1 U r = 0Y O N 0 °.- O S.
N O •3:11 .."-41 n y c C U C U A O L N d Y 4CD.10 O •0•0°
qY ^ O•L C
Y d r r . q A A C Y Q N L L Y L 0 0 g N O Y q
d L N Y N Y d M Y N ^ • A _ •
q N M V r N r C O Y f ▪ 6't L r q _ 6 d O e C 0 an
+ N ; U N d 0 O Y O O N G "1: 12 Y5 C p Oy 0 O y
diL RCN N Q^ t y y d Cc L N Ady UYL
- 3 NdAq Y q qp ' y O4F AOLN Gr •' 0Y. 0 L'C' q %V
a"
00 °Y 9 N N O d J O CO C O _LL O L O q V L O N
Y O C L 41 V O L r T L.4 O d Y c •^ C C L 0 4. d d A O C C>
C t •
A O.Y O O C G A Y C A O• M U q A r O 90 r O N C g
run. dYd .- LL YO dA OLLC N^ •• 00 4. CAd ` q.� O� � l
p L A Y C O N q U L J..-
20„L C d O r L q N
O •O L r L C Y N O d O > N Y d O U d N 'C N O. -am V'.
LOCO GTO'r N �40C 4101E q N tJ LA Y0 1•Y4V C �>u O
Cq • 0..- N d r ' JU NN Ad •^ LJ 01LL LrB d � OrO� .M•
C A 0 C r Y.' yV p O L d p N r N C V V 3(41.Y w =-7, ^ C y C•Y 01 L d r 6 c O J Y L O.A c r r ::= J Y C t U A CL E
0 N O C ._ U0 L r U p O co N r Y 4- V r A p N r Y r^r N r u
y d M.7 O 0 .' 0 0 L 0,- N O q q Y T 0 ,0 O L J C • ^ d s i.n g 00 o
Y q
c.c...., L^ C r J at."
L p C ', L 3 O V d r . d-M C L A L N 0 1- o.
U E G L E• U C r V r u 0.T J�>> O L y y N N N r L u Y�` O O d L
^L N.0- r 1- 1- =p N .- ea, W L G ^+ ^ L L414. 0.... L ma T> Cy V.- 0 G � C ` d r L L
•C•-• 0 CC .0] >. <o in HON co co i- 00-.- c QOp 6NOq WGOY4g0Y4.0�
•y C
VD c .ti N C, V
tlf
N.
• I • \\I q rl N
W
0
1 N
,^ d^L Ta 0q0 01^ •do LdL
.0 CI 0 1 `(J 0«s L L N W-o L G C C 0 C.-4 a T N o V d d o
C Y C 2 • 2 V' q ^N J c ILL +._
\ C d < C q O 0 Y Y O ^Y N
v X Y O 0. Y LL O L y d C H 0 2 V�g O C+U .S q u ^ C 44 4.4 C Y d
41i L.0 Ed UY v •Ud qLL CI CC u 01-
Ir pLlE« R as
d •.. 6 C C y d L E o z -c p Y.- Tq d E 0 L 0 0
o T^ O OI E U H Cq d i1 0 o d^ E d C S O L O •_ 0 0
Q •0i•• � d6a JUG^ LT +OL > C6N.L^ UW0 pN
L O C O N U O= ` ?U O Y o q 0 U d d d q
Z O .0 0§c j Y p ^ a•U Z q d W c d S v N 0 W O C
V >Y d "'V y L C 3 U C q V C d L L Y V p U C C L d r
L 98H O d g N Y Y c O N
P, N S Y pC >Y C q U 000 w O_J V W y N w_q U^
0 J E V, g 0 d a �• O N S q p O C Y p LX d p1 112.CI 111 N Y U CL O O L G 1� 0 Y N 1`• Y E! 10.22 °.0 mo d= J C I
EL d N J d d L 0 = d C n C J Y q C Y .. N 01 " d i 1-dOv U > 01 40 V y0 NW N OOILV MgY0d d L
Lq QC McCy� VU Z ^ N �rOr q IL W
N+Wd LEL dTS- a co C W Cp^ YNN.•..q yCM d01 m
C V p O. v C^ p 00- O U G= N W Y L p d Y C a € C 4- 0
d 0 p U q n U Y O 9 TT O q Y O I"
dL dp 01L U 4-0q na v
� O V d O q 0 U C L C. V O d C Y m C.'Yaj�L V C q t.
Y T O Y C
tO 04 S q p C O O 3 N q W U 0 Y C 0 d d ^g E L C O 4.U' N = r N E L L N vi YVi L1 T L MdUW q L d
Y d > 10 > jj$ Op O 13.10 CN Y L. 06 0. Hd
0o..- L L J W W L 0 d w O u g q L r Y d O > C V L =
J
U^ o 2 Y d q U d^ O 0 L i O U C Y C yOj 9 O YOM q Y q
V L >�1. L C u O W q YV a., G yc J ^ C
gq O. ^L•j p L d M 6 O •- N i~1 L q N °701412 ° E T a Y q 2 -
^ P C Cr Y q d p^ C N W q� d ; u O RS •0 N 44 CU
N O. 1rq« L sal0O•E Ngd O 1n 5 •d C OYEO Cqd^V Gd aN 0 q Y L 0 c^ N Y C O Y yN N U Y C V r +q'.l yC r O O q^1 N - 0
d Y U Y,^' N V V W C O O E B^ +V L c d d 0.V
Y C^ d} 2 T v C L L d c a m «'U o d L go
q Q§1 d 3« C = Sties 0 0 JJ _ C O O^ C ', d 0 V Y w V N `I d N
O.0. pL Mj � d� d O5 > p= yq NWLHIL YLq 'y01 1 L d ' C
4-44 CO = Npd¢ L . I. LO SN yC q •Y•- L....O0 0 LNG C d Y ..• CI
d p> d L T 0 d Y Co L q C 0 4-Y p 2 6 0 V Os Lc 0 d q O r O 4 0 C d V > q T
I.g V C F K pY 3 L LL 0 C. H co q 0 0 O CU d TF C A J d Ly ` C 2-•••.° L Y t. L L r• J
N �I.JWL I = 0..0 1O et••-= Cl VI N 6U3]
T.
a
>
� 0 al
re;0 � ^ ~ �� ^� l I I O N I I l I W I
J
1
m S ^ v-
CCa-ILLO a 0 C a° . .... ./IX-N .0 Y V d 10 •d p - 1
L O Y l Y y q U 0 q C
L V r q L U L C L Y y y @C Y _ C O L 4.
C N d y d .-. 0 V d 0.J C L p L M C Y ; O q O Y Y C
^0 Y; N d • }C C . Y N N O 13 L L L y O J Y O.MI O.V c d C o�O 0 0 0 G S V "L"
d N Or- C U q Y^l •00
V g i L V V 0,d N d O q V L ci L Y q q 0 V V C N d
^ O L L V ^ d T >^ c 6 3 L 1Li1 N O T ,..-o
pUT ^ O L Ts..o Lip + 3N �Oj y c 4.1
>, q V Yn Y a L L c C d O
N Ca 'r C d $ C^U d q O.N > d q Cl l V 1l L q
^ U C U - N C > y N$ Y O c q d O C C } d L
LI
N w q U 01
3 l 0 ^ L L J .0 q . k. ^_ C^ a"
J N
•^} q L q y q O L a 0 _ d C L > O J C d C C _ •
.
C ' Y C U L^V^ N > L 0 a O^ -'
TV > q 0, N • V V gdCC L pU^ > Os UL OE
q d^^
C L d N V 0.1
> C C Y CI. 0 6 0 L 0.� d
2 L O Cl. V Y 0j Q C C. ' q Y V N d C y9C p 0 y 4-q CO. 0 0 M Y
L J 01C J C Y U J L d g V U p 6 q L Y Y p q E y N w d N
p L C p q e.g' d N g LI V V O.°
L C d 0 C 0 T G C V C M d L C
L C C N "C. 07. L L 4) V Y Y d ^L L q Q gd 6 0
d L d q N C •y }11) 44 L C co Y y N e V o V d 2 q 10 ^N d y d y� Y
d Y O. 0 L J c^ q W1L•Y9 00 V+ LNq qY VEL it
E C d .0 U c 0' 0 p O O L a` C a _ d N U 0 N O Y 0' W O
d^H^ N V L qqY TL V 0. JO 01 LL 4) O. 1. pad CV L
3 W V T N > c N d L C d N N'. Y 0 0 0. Y L d L p
d T 2 .•• 4. 043 c Yy 0 C .0 al O V y r L C N N' pl q Y V 0 O d
dV.0 Y • L 01 .. Nad 06Od ^ Lp d • CO.
L J y C J C • O N M L L G C L -N V L U O L q 2 Q W r
Yc^ t0 Y 01 0 0 4LdC q pY L01 MM N qd q ^ d4 6J��
C L C> d d 1 U N L Y q p� N O V1 .0 E L O G Y q^^ N p d
O pj pp C^ C '5 •C 01 V TN q >1 OIYO. C C L d 0 2 0 0 d 0 S.o. q apj
q q 0 Y_ q V E q c V O CO Y U 2 V T d c W p O_4 C Y U O 6 N d 1L C a L N
o pp d 0.•0
CC L V • ^ dN - gTyC ein
• C C¢ cgc +> 8 a. LUd, V10^ NggW
Td 0 N V 01q q C yC L N^ 'L20
^ N YjOY C y a C c .v.- c N � o_ NN`0 Jq0 lL g1FL N C
Y d« O1 ^ Y L T q 0+ 0 111• C d q C r.W Y q C OI 0I L C d (d� U. U 0 0 S d L 0
4. 37.4l5 q C
on L'IC U .S Y L q> 0V^ 1HCw 0 ^ 0C d- 0JU CLd
y7. N O '•- V u O L q 01 01 E L d O
d N U N d d^�• V L C 0 L U ^V C C I d V q 'J N L Y L r•L 0.0 0 0.
0 0 C d d Y Y.^ L q q.'Y ^ WO. 0.0 C+ L C p N d 00 0 d C Y
1-- N. u H Vpl N C q 3 - q r ^ 16 a. E > L W U
Z J+ J i E Q .0 O.C q C CO.p� o u aj+ u {L w E 2 6 d Y V
c
JI ^I � I �I \I ^I N m O ^
•
L.. 0
1a1
f
MOOcm... , ° L C c 0 L N 141. d y5C C C O L W M V
A6+.. Y .1k W A 00 ^ r S.
yy^ = NV 0 'Jr'E C
(��,1(\JJ\I Y C Y L L Y d E q 1a. C\ 0 T i N O J
SS C 01 N a J V L > O A J d 0.
0 9 ey W 0 W m>10 «^^ a A O ' m1_ 00 L
MA d L O L a L W 0 9 U T T C °
Y p ^ q°Y °0 i C J0 f O` l A d\ C O G 4.
S r L. L a O N Y 4-X V N Y\`' N inc a ^
•0 N L L L Y 6 O a i L c 01 2 , \1 d C V U .0
0 O a- A yy0 'L_.0 N A ' _
u« O a U O d g E 02 0
A L r
Ao 4L
47 ‘^ N a N Of
«> W7 i O T W V r 0 r 3 N c > d L A^ Od L
L
C
°c A q
0 a CI y L V A A A C«O 2 1..
A N O W CC --'0413A ° 31 W I r J LL` y V
O. N r H L d+ O L L L ^ a
N . . O 0 y °LLL ayiq ac C ! IL
V~C o > L qr y d I.GO C d � I 0 L
Y y -Y L 0 k O
L.
L L V W
`'� o o L T L ^N ° d° E V U a N N o IA 0 d L r r e > o Y V'L ? N S. d L 0 L N a A h O
N .0 O^ a d O^ A A \ . L Y O L I. N L Ck U 0 0^° Y • d 0 A ` Y i g0 0 ° L ^.0 N T A d N C O A >a Y 0 0 0 0 V r L T c O A c y' d y°J C 6 N V L L c «
° OC Y q N W y
A d y. i° d A 0 d a 0 Z N 7.111.4. CD N a Nq W N L E CM O ,-c A yd°^ C C a, 0N C d y ^ y M ^ ^ ^ d y. ^ re N A C g 0 A C$ L ^Y Y Y d O 0 O a T a L
cL A 0 A A N L{ g N N Y U C°L a d N y A L L 0 0 L N U y 0 O0 Q ^ V A A A d' c CL^ a p C ° c c V O = U L i u L L d CU 01 mi
C voN •• «' T 0g 0O O.A _ °^V V pPN
C+� p ._N C W M cr e Ca S. ••
G °
O q d • a A
L CU Q O U U 0 g A p O V A T V Y Cr 0 A O C°Y «N^ d r >^ W d C ] Or A J[ OS.N C ° I U J V L A L A C L V LL O °A 4- 4- C.V 0 a• 001&) 0 rN °V 20 ¢V 0L
0.00
C
Cl O
•
6 V ` I it ml I I 0I it
L4.1 a)9 l \i
S
W Y
I
In
V 0 L as q a 01 a T C Y d L c r
V 0 4'V >
L04+ •
CD en N C a O C C L L V .0 O qq L O A Y 00 0 0« A r\. «4- C LNi Y p �! Ley A L C 4 V V Y ` YAY• • .CC
VV i L C^ � p q 0 0 a N O U 0-L, d q Y T C Y L c N Y C a 04
O L.= L A l l O.L C d 0 ° V° N .0
1.. 0 ° C cc,„.....L 0 a qO 40 17 A d y a O^as .c @ C 00 ^^ C A — A N J° C G c 0Y CU Y i ° JdJL dCNq 4- 0 c q gdm0 C'F O^ > N a .000 -,o
° � 0 Oy "2041 d^ TS
AV + °T c C Na A N aAr ddN N4.. Y ALJ ° O C O. Y LC =L.0 a V U A q 6 ' A C a L 0 S.
co CU O. u r O O d L
. G
C
C C 43 La 0 C O 0y ° L V d 6 q A A m V p A O V A Q C LL N V ' c•
ID N L a T«« L v a p A + O d O N d C T O O .0 V L r V i A 0 a t".417,5 LN LYE l d0 V I.N Y 104- V d« Vl
O ^L U
^A^r A^ a J
q N 10 moo L W V 0 A U d L P p y L.y nV a • « . d � 00H ^ C U A Jg LAra A q ddN 0 Oc VA...,4- 0 en
Y
O Y EJ ^ ^ A P 0 C NA
U L dL p T VY.
L T 0
L j O C L Q gAYO
) A+ N Y ° C O c . c .
>+ U YV A •••4+ V L 9 Y > .Y J«V N V N C N q T N L V 0' C d V � H« L C J d O A V d L0 W A V O Y d O a A
°y d T° q^ U N L LL W 5 oM c' 4-4Iw-gm c0W L d Y « C tie M V v .@ it_ 0 V yN y0 i qq O A d L L^ A d O
O. � d ^ a q d Y yL A N D N L^ « 0 a q A L d d en ' d L a.CD A 5 g r a c e > _ U y d V O q O.d Y C O J L y 1 e n d C L„A C 0 0 1 • V •M > N C L d E Li A C OVd MA... A U Y. C Q ^Y N Y c acN 01 y E ^ 00^5 a Tr U 0 OI 0
AY Y '^IF - A _ T « O^ C
C L NLd —rA 0 al L d ^a •Y O NV d C t O VOC « O5 q
NO NO ++
A U •qd G 4-dd V ON O.•- LL N C Aa > O` �V T VLO«V 72 C + d A I 3 aOV^ flOCO ^ C p o L' N Y
N Nc C q C L 0 C >, N O Y A 11 A r 4'L C Z a g q N h^ O C A L r a t a«N 'N c 0 r 00- O V V O L a+N _= T N d ^C4) A dO0LN V^Y q q L V^ Y q d« L L V.2 4'V L LW O L C > O Y U G ° O VA c 0 y ^� 0 O C N G I O o •a od 4-c �+ au A N c^ d O j •• o a o d C d a+0 m o U a y o O O T W L T C G o L L C L d O J te o N a• d d C r O q« Y «^Y« C O U N 4- O O = 0•4' 0 = 0 d r r A d N a 0 A 0 9 L r N V N > J' g H ° O c u g > 0 L 00 >,V q C L r ^Y A V G q • W C U J 2 N pC- C N d d«r^ O Y N V L r d 0 U N U V V1^ G C AC 00.•- E^ L N N o d d V W U L N L C C^ T O O A 4- c r0V V C + LY d = = i0-4+ CO ON C I. s L 0 0 0 O L L N N .W N V W V V 0 W= o.2 Y > C co L. CMu F-4- C A .0 U
NI f•]I PI JI \I I pl !I \I
•
C 44
^ N
O 0 0 0 o p d H'^ L t .0 a °
0
L L L`
• .7..
Y dd
V+c C L N
V
C
44
to
> e N N NU CM N Y > UY C r O O dr LOJ 0 q C ^q0 C O ^
L L O .,-N N ° L ° O O\ N ° L
'^ G a
°w C C CO a C
N W L r l }° N °Y C
U N w Y N° L
° o Y a g C >1 V a c ' c a L Z q t ° N
S.4.1 YNr V l \ V
N O y N O p• V r p
• Y y O-1 N = l C O O C a H Ca' L i N d a p l ° L.
C 0. .0 LL Y O. 01 UO .Y r• N O 0 ^ • O d i« . G M N q
I— r L N
li W Ol q L G ;Y d T q d C N ^ Y q l '0 A O.O. '0 V▪ t L c+ N r A > a l I N q o •E q N O E Y - V V OS N Z l r ,,0.
> j W Y 43 C O 2 C 7 d p C• 0 w L 0.73 C - L a y N L C q • p0 % y T O. c q O q l C C CU 3, O O N y J O V N L Y N O C r> L OY Y ' • O J °L A d Y CQO q Y ^ d A O q d Y a y r O C A U O 0 .... N 6 y q C C O O T.4 Y A ° N C U N Q 2 • V W m A N
• 4.3 .43
cn C r r L V Y J- q L OM pY oi
0.3 CN dd S. O OJO r Waq LP y ...0 OC ill
Wr T V. C rL
O p - T 5 O Y^ Y 4. O Ai • Y > � A q 0 r J L a N' L d_r ° T Q . O >U L Y c O L U 4- C a L r O CO . U W C C ^L L 0 r Y a O y N C 4. .0 L.so 43 ca 0 en L o ° 'o '° Ld Y F 73°« N q o « • nal 00 c d o. u N W "V I A' + e r o v L L A Y N
V ea M N O r
'y r C C l i S. W a C A L 4- Y S" Y d 0 r . a 0 r 0 C YO AiL d A yON g L r d G a p 1 D 0.n . O d CO L C L _ i N
tn
L O N 3 r r L O y L Y OY• 1 O d Y ° .— 7 0 C+ ^ a 0.O L C L y A L V a 0 Y Gg _ L O .04 V d Y OIO ° d p 0.W L C L L Y L. N A
r A L d M 3 0 L O =L C C J
C L C C 0 Q r 0 O L N W A A C q L.s. 'q^ a 0 L O a 0V L A r •-• C W r >s0 } ° J V^ a L A O r _ C V C L T T d U O'S Y C a N q f L O A O Y a d
LI
ee C V a O Ta L r Y U CLL. q A W Y C N O r q V U W +r r r C^
q N • y r O V L N Y an Y N « C C r C U a d C T l V g O 0 a U
O OCI O � a r V O L d W Y d d L U N W L O W co C N O A.A N L O ' a� 0V e q N a r C 0
W ^ r d CD 44 0 I. 4) 4) L ° .•M > N ra4VM 0 CA O• a OV O W tit, 0.40L .0 6+ W � LN U C YNI LU ea 00 AMF C '0 C W CL VI s.d
Le
\
d N T a N '0 C I a
4. 7 i w w CO 0L «4T.o mN
S Y
p C U V« V O O - Y-
cla 'U d >, 0.0 1
C d Y to E C .g a a c o I G a \O T
CS 01 0 43 A Z LY• I y �AC O .0 � 0'0„ « 4) ��Y d L 2 0 3. ' .- I 0 O*) ° L ^1L at
"
D « OAY E IN r a a S' 'Co l r i 0 N2r
U � N 0 = n qd Y O a L ]W p y • a Y C C p O C > p 0 C \1 L M F ^ G y 0 d Cq Y Y J 1 V q C a C L0 O 1 U J •p( d y \q L Od a U W ▪C L O. d T J 2.N p J C▪ a Y 0 d lO_ V Y il/a` ID.
r a a A d A 4F O co•
L C 6• J O a
IO \L d a OI A N L U d N O T q .O C V J a A O C 0 Y C L O H
L O N I g y^ Y >\ ft
rr a1 0 NO. -co N ^ Ey C- '
`
N
e A L N a r O r A C J"b C r + an Ora C.�� O q C •a L ! aN 0..„,J ! Y J Y O y! C G.. U N a L C 4- C i GL J a E C W O. r p 4L�Y O ' L C . 0. r 4- 4. I $O N 0 y y e A H >L
lit V
�H C d i 0 6 0 A Y C W O >Y a O ? O C O.J N d O.J O C 0 L• U O V r p r 3
L Y \ r- OL a0C rUW Wr_ 1a 1 L O .0 Y O. O^ 7 L , � C C O ° . O E O. C J1l N q L 0,, r N d d
T I.. • C _
"j!. a• a. c. d Y J i r N j T�N N L E e^ Z U OI p..„C d d N C L a ^ C r a N N.
j 0 3 C L o o C \
-14 0. 3^ `0 L.
• 0y N09 O C > O 2d eq N U� �q q f A N E a...c:= LO q a L N L N N .y A OL t V O Y an r 41 0 rr Q._ �I a 45W 0 O > A t A q C c 0.so•^ ° N a ATOY 4C 1F .0 1H Nra q 0 E a N g aVW
O.7 YE W N v Y N v J U L q c o �
Y
^ • C N Y C U V Y y L EW y V a V e O d 0, O L O c T I `CN Y a w ° L y{4 C) y W O Y L 0 0 U s a N c N L J qN 0.- U- ` (
•
J d I N L 0 T N 0" C N—,- Cr co > COO E p1 or— qY L001 U LOI N3/4 n
J d ea L O O C C 0
41 S-24- Y L C C O a C
Q O'I LU I 0CC QI U W WN1d 0 U NOW QnW
E \ \ W v LO 1/40
i�I I N I i"I ` I \
k N C- C ,I
C
it. l rN W A' 1
O N a
J 2+1i
!:1"11
sd>Q c
O a
d N
V Y N C
0.Y o c
N O
U r
O
V
CON
q L L
J O r
L V M
c N
• E
O d 0 O
O L d
6 0Y V
5.. L O Z
d Of Y O
L-
i-. .0 G L L d
V O J 0
ly J^L
O LI S G f
d q 0 G U
3 44 0 44
0 0 '4-,
• q C
N U Q O.v
d
CH Cd^
C C
L
0 E L O
« C
C 4O• _0
o f
as 33 dw
q ^ O
qC CW d
O
a L '^ d C CY 0 L W G L q
d^ N
M y
N+
44 44
C
•
N y • L
N^W 0 O O.
0
C > N d yc
Cd O y1- V« 9
C
m O 2 O«
V n
1 \I
1
N..
O
^
1 U.M y ci L CT^ dd 10 0 CY YC.0 1-Y C Y d ^ U L d O Tl 0 K 0- A C Y T U M d U O^ _ d C y ' = V N C C d W •^ L L V O. r 'C L 0 d r^ E O Y C 0 N L 0 N N % N N L C 0 y C d U O. L-0 N . N U c d O•C C^ L 0 H N r iO O>.0 a qq S a N C 0 ° L C c 0 C S O r O '.L q L N yM - a+ g 0«q =« 0 n, V Y 3 = •O C N 0.O d d == II dL 0 g ~CI 0 Lq L C O C 4 as W y O O O > G N V 4-r p F A d V V V C y L N L N 0 d \ 2-1 0.Y
MI «rt N d Cc 0.0cO N a I.3 a C � Y L d ac V O L Y Y L C O 6 U G L N U O
d N^
d o q' U )f
N 4
LI � 0 O c O.QY L ' C T L q^j LL « q ' L W Yr d YCE ddU C Sl •
V O L O .0 N Y
V O= 0 N T \ ^ c T . 3 d P
y L 0 O. C Y N^ d W O c C d C o y N C
O r V r ` O O O
w. j T w LL U 0 y d L O 2 C Y y L y d O d W C Y L L N �V E Y
d
7..„,
0. d d O d O y_ O O N «r 0 0 0 G C N d N Yu i d C O L 0 .0 « V ' 0 O GO ' N d V d d G Y YLr d LIO > . • O ON 0d W• YO C ad ^ O v M WU 0 'CO N Lam U 000 Cdr tr^ 4-W d 2U V^Y 9L4 NNNt LL 0 414 co
N > L N 43L.- U01 CC G
Of r O
. - — 0 0 L U ^ d N -_
NC NV .44 Y � � Co N d « \ oh- V� Ac UD CT LG • y L L C c.
L > L O Y
0
q C L O. O Q O cel '0
d+•L 6 0d ^ y S p g O d O I Y C Y d^ Y - d N y 0 L U If c^ C r G G L 01 4.4 N 443 l U y Y N 0 Z r ^ N L _ 6 Tr > 'V. U T p p L O. • O J C O c L N + T L V N W N
N d N C pd Y > N O d U L C ^cia •01 1- G^ Y L CO 0 LC C O. TLL L EE ,- l C O N} N d N d^
p C 0'T L ' U' g « O d C 6 Y 010 L Y^r % r y
U 0 Y cL+ _ d O O l O N L •• 01- 2 .1
. az q \ T dt ZdV LGlq WN 0 0 0.
. p N L ]^ L N q^ 6 C o r C O O Y N d d N « U 0 \\\ : O 0 0 N C 1.. .0 M d O d y d C d y d y p y al, 2,V ^ d N _ O Ol C Li
04J y L C O L C C V T U ' ^ g C O U r L d r r O co C C r l \\ \ r 0^O L y.01F d d^ d r E Y d.L > d,-q ^ 0 O C.0 C 4- 0 Z - 0 r r a 0 d« C O Y N c d C r O O L Y 0.N 0 d C
CO 0- 044 Z^ .44 La O..- QZ O. N'.N 1- O •C a hr 0J0 L 200, HNL
d
C
d
v 1.41.
al
Gi
o