HomeMy WebLinkAboutMarlin Engineering, Inc.
.-
~
~
~
~
~
~
I ~
I ~
:
.
.
.
.
.
.
.
.
.
.
I.
.
.
.
.
.
.
.
.
~
~
~
~
~
~
I~
~
~
~
.
.
.
..
City of Sunny Isles Beach
Office of the City Clerk
18070 Collins Avenue
Sunny Isles Beach, FL 33160
~ ~
April 20, 2007
RE: REQUEST FOR QUALIFICATIONS NO. 07-03-01
PROFESSIONAL GENERAL ENGINEERING CONSULTANT FOR THE
NORTH BAY PEDESTRIAN AND EMERGENCY VEHICLE BRIDGE AND THE TOWN
CENTER PARK OBSERVATION DECK AND BOARDWALK
Dear Sirs or Madams:
Marlin Engineering, Inc. (MEI) and its subconsultants Milian, Swain and Associates, Inc.,
Beiswenger, Hoch and Associates, Inc. and Tierra, Inc. are pleased and interested in providing
the services required by the City of Sunny Isles Beach.
We at MEI feel that we have the experience required for this project after performing similar
assignments for The City of Sunny Isles, Public Works Department and Department of
Environmental Resource Management, the Florida Department of the Transportation and the
City of Miami Department of Capital Improvements among many others, in the past five years.
This project is of extreme importance due to the fact that it provides emergency vehicle access
and an emergency escape route for the neighboring community. This project will also provide a
beautiful facility for the pedestrians with amazing views and sunsets. This project, however, will
require innovative design due to many physical constraints, extensive environmental
coordination, and public involvement. Our team has already begun much of this upfront
coordination and has a preliminary design concept for the project.
MEI is fully aware of the relevance of this project and the commitment that the City of Sunny
Isles Beach has with its residents, and we are willing and ready to assist the City by assigning
the best team of professionals led by Mr. Ramon Soria, P.E., President of the firm as Principal-
in-Charge, and Project Manager assisted by a team of very qualified professionals.
Marlin Engineering, Inc. is proud of its code of ethics and experience, and respectfully requests
the opportunity to present in person its qualifications, to further demonstrate our team
capabilities and innovative concepts.
Sincerely,
MARLIN ENGINEERING, INC.
--.
"- ~.~. CQ...Q~~~
Sergio Alfonso, Jr., P.E.
Executive Vice President
. . .
. -
. . .
. -
2191 NW 97 Avenue. Miami, Fl33172-2313 · Tel. (305) 477-7575 · Fax (305) 477-7590
www.marlinengineering.com
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
En9ineering Services for Government Infrastructure
RFQ No. 07-03-01
-
>)l'llY/$~
-~
1.0 UNDERSTANDING OF THE PROJECT & PROJECT REQUIREMENTS
Marlin Engineering, Inc. (MEI) is pleased to respond to the City of Sunny Isles Beach Request for Qualifications No. 07-
0:3-01, Engineering Services for Government Infrastructure. We believe that we are uniquely qualified to assist the City
with the production of the work anticipated. We have teamed with very qualified subconsultants, Beiswenger Hoch and
Associates ( Structural Design) Milian, Swain & Associates (Drainage and Environmental Permitting) and Tierra,
Inc. (Geotechnical). This full service team has been carefully selected to provide a variety of specialized services. We
are committed to engineering excellence and client satisfaction. We strive to attain these two very important goals
through the quality and experience of our staff, our friendly attitude, and our will to survive through hard honest work.
In the following sections of this RFP, you will find that our Project Manager and Task Managers are very experienced in
the design of transportation infrastructure. You will also find that our scheduling, coordination, quality control and cost
control strategies are extremely effective in giving the client the best for their money. Finally, you will discover that our
staff is available and at the disposition of the City.
1.1 Project Understanding and the Scope of Services
Marlin Engineering, Inc (MEI) understands that the purpose of this contract is to provide professional design services to support the
City of Sunny Isles Beach for the design of the North Bay Road Pedestrian and Emergency Vehicles Bridge, and the Town Center Park
Observation Deck and Boardwalk. Working in that capacity we will function basically as an extension of the City's staff and, as such,
we need to be prepared at all times to respond to any request from the City throughout the life of the project in the following areas:
Design, Permitting, Post Design Services, Bid Administration, and Construction Management (CEI). It is critical for the consultant to
have a team comprised of professionals with sufficient expertise and sufficient numbers to respond to any request from the City, such
as the one assembled for this RFQ.
As documented in the "Knowledge of Past Experience on Similar Projects" section, Marlin Engineering has extensive experience
providing professional design, construction management, and post design services to municipalities and other public sector clients. MEI
attended the pre-bid meeting held April 11, 2007 performed various site visits, met with the City's staff to gain a better understanding of
the specific issues related to these two projects. Based on our experience, interviews with the City representatives and close study of
the Scope of Services, we have a good understanding of the project requirements and are confident of our ability to support the City in
a manner that meets its expectations.
1.2 Understanding the Project and Related Issues
General Location Description: The project area lies within a finger canal, along the western (Intracoastal Waterway) side of the City
of Sunny Isles, Florida. The finger canal lies just south of 174th Street and north of 172nd Street. The mouth of the canal is located
approximately 2.5 miles north of Baker's Haulover Inlet and 2,500 feet north of Biscayne Bay Aquatic Preserve. It lies approximately
1,400 feet east of the center line of the Intracoastal Waterway. The proposed project includes the canal area to the east of North Bay
Road.
Project Area Description: The finger canal itself is a man-made canal, 1100 ft long and 130 ft wide with an average depth of 6 ft at its
center. The northern boundary of the canal is a seawall, the southern boundary is a mangrove dominated littoral zone that is
approximately 850 ft long and 75 ft wide on average. This littoral zone encompasses the eastward portion of the canal. The remaining
250 ft, lying westward of the project area is bounded by a seawall.
Land Use: Land use on the north and south side of the canal is primarily residential, containing multiple story condominium buildings,
with the exception of the shopping plaza, which lies just east of the northern section of North Bay Road, and a small yacht club located
at the mouth of the canal. Town Center Park, owned by the City of Sunny Isles bounds the canal to the east.
Land Ownership: According to the Miami-Dade County tax appraisal database, upland ownership adjacent to the project area consists
of the Winston Towers Condominium, the Winston Yacht Club, and the Unicenter Shopping Plaza to the north, and Salem House
Condominium and Porto Bellagio Condominium to the south. North Bay Road lies between the Unicenter Shopping Plaza and the
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Go~ernment Infrastructure
RFQ No. 07-03.0,1
.~.,. ,^
-E
Winston Towers on the north side of the canal, and between the Salem House Condominium and the Porto Bellagio Condominium on
the south.
The canal's submerged lands are owned by four entities. The northern half of the canal's submerged lands is owned by the Cavalry
Corporation. The southern half of the canal's submerged lands, including the littoral zone is owned by the
N
W*E
S
.
l't' Mangrove
SCALE I 3. 000
~
.<10
'<~
'"
H))
'"
o
'Xl
-.
Sunny 11101 Beach
Pooostrian Brldgo Project
Concoptual Layout
At this time the usage of the facility will be for pedestrians, bicycles and emergency vehicles; regular vehicular traffic is precluded due
to a total available width of only 20' at the south end of the project where right of way is restricted to a 20' easement. City of Sunny
Isles and is contiguous with the multiple parcels making up Town Center Park. The remaining submerged lands on the south side of
the canal, lying westward of the City property is owned by the Porto Bellagio Condominium. The seawall and its immediately adjacent
submerged lands, west of North Bay Road, are owned by the Winston Yacht Club, Inc.
The seawall south of the Unicenter Shopping Plaza is owned by the Cavalry Corporation. The seawall south of the Winston Towers
Condominium is indicated as its own parcel. However the folio number for this land was cancelled and a new folio is not available.
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No_ 07-03-01
1.3 Need For the Project
-e
No existing connection at this location exists over the finger canal providing north- south connection in addition to the already
congested Collins Avenue. The proposed North Bay Road Pedestrian/Bike and Emergency Vehicle bridge will connect the southern
end of North Bay Road, just south of 174th Street, to the south bank of the canal, with a pedestrian section continuing south to 172nd
Street. The bridge will provide a much needed alternate north-south connection within the City. The ultimate design will be for a two-
lane, two way facility with sidewalks for the entire project length. At this time the usage of the facility will be for pedestrians, bicycles
and emergency vehicles; regular vehicular traffic is precluded due to a total available width of only 20' at the south end of the project
where right of way is restricted to a 20' easement. Future considerations should evaluate the acquisition of the required right of way on
the south end to fully convert this facility into a full fledged vehicular traffic structure. This pedestrian facility will be connected to a
proposed Town Center Park Observation Deck and Boardwalk providing pedestrian connectivity from the Town Center Park located
adjacent to Collins Avenue into the proposed pedestrian bridge while providing a scenic element to the users.
1.4 Alignment
Horizontal: The City of Sunny Isles Beach envisions a pedestrian bridge providing connectivity as described in the "Need for the
Project" section although the conditions for the alignment are not ideal given that the approach locations do not align along a tangent
line. An alignment must be set on the western side of the right of way line which delineates the southeast boundary of the 20 feet
easement on the southern approach. There is an existing building that abuts the 20 feet easement, being this approach the controlling
point for the layout of the alignment. The approach at the northern bank the available right of way width is 50 feet and the conditions
for the approach are adequate for a smooth landing.
Vertical: The City's request is to construct a pedestrian bridge to expand the canal, landfall to landfall. The vertical alignment presents
a challenge, as different permitting agencies will require minimum clearances over the waterways. In order to satisfy the requirements
of the permitting agencies and comply with American with Disabilities Act (ADA) a delicate balance must be achieved in the design of
this structure in order to satisfy all applicable criteria. A more detailed description will be depicted under the "Technical Approach and
Implementation" section.
1.5 Environmental Issues
Vegetation: A preliminary vegetation survey of the project area has been conducted. The mangrove dominated littoral zone consists
of red (Rhizophora mangle), black (Avicennia germinans) and white mangroves (Laguncularia racemosa). These mangroves lie within
the littoral zone waterward of the mean high water line, but landward of the mean low water line. Red mangrove is the dominant
species, encompassing approximately 75% of the mangrove canopy. White and black mangroves make up the remaining 15% and
10% of the mangrove canopy, respectively. The average height of these mangroves is approximately 20 ft, with new growth ranging 1
to 3 ft and taller trees exceeding 30 ft. Above the mean high water line where mangroves do not dominate the area, a few upland
species are present. The southern limit of the vegetation is located at the fence bordering the Salem House property. Photographs of
the area are provided below.
>--
.1 PROPOSED PEDESTRIAN BRIDGE LOCATION I
~~~~,
.
.
.
.
.
.
.
.
!.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-03.01
.. ~
~
Benthic Resources: A preliminary investigation of the benthic resources within the project area revealed the presence of crabs,
oysters and invertebrates along the mangrove fringe and within the mangrove roots. Submerged aquatic vegetation encountered
waterward of the mangrove area included green and red algae species (Chlorophyta and Rhodophyta), and seagrasses (Halodule
wrightii and Halophila decipiens). This area is within the range of critical habitat for Johnson's seagrass.
1.6 Public Involment
Public meetings and public informational presentations are the primary mechanism to garner public input into the design process from
neighbors, civic groups and organizations that have integral ties into the entire community. This effort also includes informational
meetings for the general public, City Commissioners and all relevant stakeholders.
Engineering Drawings, Plans Preparation, and Permitting
The Marlin Team has vast experience in the preparation of plans and drawings for different levels and in compliance with all state and
federal standards that will cover all the potential needs from this contract. These include, but not limited to:
. Roadway and intersection geometric plans
. Structural Plans
. Maintenance or Traffic plans
· Environmental mitigation and permitting
. Public Meetings and Public Informational Presentations.
2.0 TECHNICAL APPROACH AND IMPLEMENTATION
The MEI team's approach to this project can be summarized as follows: "If selected, we will provide the City with the highest quality
product on time and within budget." We know that this statement has been used extensively on technical proposals; however, we do
adhere to this philosophy with all our projects and clients. We have the technical experience to provide the City with a quality product
that is buildable using a streamline approach, which saves time and money.
2.1 Design Approach for Structures
Structural design services for the North Bay Road Pedestrian/Bike and Emergency Vehicle bridge will
consist of: 1) preparation of a Bridge Development Report, which will depict all the viable bridge alternatives
with cost estimates, 2) preliminary 30% plans of the selected bridge alternative and 3) final design (100 %)
plans. The pedestrian/bike/emergency vehicle bridge will be designed to minimize or eliminate any throw
away solutions required for the implementation of the future full-fledged vehicle traffic within the existing
field constraint. The following approach to the project has been developed based on our review of the RFP
documents provided to us and the associated aerial views and field information that the Marlin Team has
developed from previous work done in the area.
~
P'UmolTroro
BEISWENGER, HOCII
& ASSOCIATES, INC.
~
IN APf'llC'tAnor. O. QuA-un Wou.
hOVlOlO Po. Till PUJIOl",C.
hOJICT ~ TltI OoWI"H SlIOJ;U
AUA AI 5plC'lFlro lie TIll
CAnTAL hu'.onMDIT PuN Or
nu: Cln 0. SUNNY ISlD BlACII.
Based on this information, our approach to the project will be as follows:
~~_o....._
".........0<1_.._
COtRo_uflu..--..
V ===~ ~
1. The Marlin Team will collect, assemble, and review/verify existing field information available such as topography, cross-sections,
utilities, existing properties and right-of-away information. All information pertinent to the project will be entered into our CADD
systems.
2. Utilizing the existing field constraints and parameters as our basis for design, the Marlin Team will evaluate alignments and grades
concurrent with alternative bridge types, span arrangements and complying with the Americans with Disabilities Act (ADA) and
Florida Accessibility Code in order to optimize the design. Our objective is to provide cost-effective structures that are also
aesthetically pleasing; taking into consideration how well the design blends with the existing environment.
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
,,,, ,"-w..--"'"
Engineering Services for Government Infrastructure
RFQ No. 07:-03-01
.... ~,
~.
3. Horizontal and vertical alignments will be refined to emphasize comfortable span arrangement, constant structure depth,
substructure-pier outside of the canal, bottom of the superstructure above the splash zone (12 feet above Mean High Water) due to
the proximity of the Intracoastal Waterway and the environment classification probably being extremely aggressive. Navigation and
maintenance barges operating under the structure will also be considered. Refinements/adjustments to the alignment or span
arrangements will also consider cost effectiveness.
4. Providing substructure elements that can be constructed with minimal impact to the existing properties (i.e. use of drilled shafts for
pier footing and spread footings for the temporary south pedestrian/bike/emergency vehicle approach ramp in order to minimize
vibration and settlement/cracks of the existing surrounding buildings and parking).
5. Designs and plans will be reviewed by our experienced construction engineers and former contractor for constructability, phasing,
and cost effectiveness, as well as:
D Method of Erection due to the proximity of the existing properties.
D Crane location
D Transportation of girders
D Access to the site during construction
D Constructability of future vehicular access on the south approach of the bridge.
D Staging requirements
This is a pedestrian/bike/emergency vehicular bridge that must blend with the existing environment and hence aesthetics is a primary
consideration. The tight superstructure curved horizontal alignment requires steel/concrete curved superstructure members; these
members will follow the curves of the outside pedestrian face barrier creating a harmonious visual impact. Single or multi-columns will
receive architectural treatments such as rustications. Proprietary retaining walls (MSE) walls will be used on the north approach of the
bridge. The temporary south pedestrian/bike/emergency vehicular approach ramp connecting to the bridge with special PVC railing and
with ADA provisions will also be constructed utilizing special concrete patterns and finishes to enhance the overall aesthetics of the
project (See Inset). If box superstructure type is used, utilities, conduits, etc. can be installed inside the boxes, except water and sewer
main due to possible pipe rupture. By concealing the utilities they do not negatively impact the aesthetics; also the bridge lighting
conduits will be installed inside the box or pedestrian railing barrier. During the initial phase of the pedestrian usage, a possible
practical aesthetic enhancement could be a canopy similar to the Williams Island vehicular/pedestrian bridge designed by BHA (See
insets). The Marlin Team will design unique elements such as canopy/covered walkway and attractive custom railing with integrated
lighting that will be aesthetically pleasing.
~.
~"
~I'l
,
...\1
\ \ ~
t\
! II
'V I :=' .,
{ ':"- .:.:
Design parameters will include:
D Structural Form and Geometry: Efficient and Elegant
D Transparency and Slenderness: Single Column or Hammerhead Pier with architectural treatments
D Integration with surrounding environment
D Economical Solutions
~.~~~,
.
.
I.
.
.
.
.
.
.
.
.
I.
I
: .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services. for Governmen~ Infrastructure
RFQ No_ Q7"03-Q1
-E
BHA has always taken pride in our ability to incorporate pleasing aesthetics into our designs. Careful attention to appearance has led to
numerous engineering design awards. Recent awards include the Fort Lauderdale-Hollywood International Airport Interchange where
BHA designed an innovative pier cap. The composite pier cap was the first in the U.S. built using
segmental balanced cantilever construction methods, and the project received the national Engineering
Excellence Honor Award for American Consulting Engineering Companies (ACEC) as well as the
statewide 2004 Grand Award for Engineering Excellence for Florida Institute of Consulting Engineers
(FICE).
2.2 Bridge Development Report
Pf3oE3sI-ri.an E3ric::lg~
over
BHA has also designed numerous Dressel's Dairy Canal
pedestrian, pedestrian/vehicular bridges
where aesthetics has been a pnmary
consideration due to the existing ~Il',~... "
environment (See Insets).
I ._e"
.'-"""-"---
",,:\'.'[-
__ ~~= g~~i~~J~'~:fY 2004
}~
A Bridge Development Report (BDR) will be prepared for the Bridge and Walls. The report will be prepared to resolve major issues in
the overall design and to set the basic parameters for the final design (e.g. bridge type, span arrangements, bridge length, etc.). The
following is a proposed outline for the Bridge Report:
1. Executive Summary
Brief Description of recommended structural alternate and cost
comparison against other alternates considered.
2. Existing Conditions
Existing features that influence the bridge design, such as,
geotechnical conditions, utilities, intersection, R/W, proximity of the
buildings and parking to access vibration and settlement/cracks, etc.
3. Proposed Alignment
Note controlling factors of alignment such as, horizontal and vertical
clearances.
4. Design Criteria
a. Roadway: ADT, Design Speed and Typical Cross Section.
b. Bridge: AASHTO, ADA requirements and FDOT Specifications, Live Load, Design Method, Vertical Clearance, etc.
c. Bridge Design and Construction over waterway:
· U. S. Coast Guard vertical and horizontal clearances if applicable.
· Vertical clearance requirements for coastal crossings ( 12 feet above the MHW).
· Use of concrete admixtures to enhance durability.
· Develop special coatings to provide extra protection in harsh environments if a steel superstructure is chosen.
d. Environmental/Permitting
Environmental Classification, Easement Required, Permits required, etc.
5. Alternates Considered
a. Superstructure
b. Substructure
c. Span vs. Cost Graphs
6. Analysis and Recommendation
Discussion of pertinent issues that control selection including MOT, Cost, Aesthetics, Utilities, Maintenance, constructibility
etc.
7. Typical Section and Layout of the Proposed Alternate
Provide as a minimum Plan and Elevation and Typical Bridge Section (11 "x1 T' drawings).
8. Appendix - Quantity / Cost Estimate, Preliminary Design Calculations.
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for GOll,ernment Infrastructure
RFQ No. 07-03.0,1
2.3 Preliminary and Final Bridge Design
.. ~
~
The design of the proposed North Bay Road Pedestrian/Bike and Emergency Vehicle bridge will be in accordance with the current
AASHTO Pedestrian and AASHTO LRFO design specifications, FDOT LRFD Structures Design Guidelines and in full compliance with
the requirements of the RFP.
Curved Steel superstructure will be designed using the latest FDOT Criteria for the Design of Horizontally Curved Steel Structures; for
a bridge with curved steel members for part or all of its length, design the entire bridge, including substructure (with the exception of the
traffic railings) in accordance with the 2003 AASHTO Guide Specifications for Horizontally Curved Steel Girder Highway Bridges
and the AASHTO Standard Specifications for Highway Bridges, 17th Edition with a HS-25 live load. Also, the latest edition of the
FOOT Structures Design Guidelines and Detailing Manual will be used. Where applicable, fracture critical member design
considerations, details and fabrication will be in accordance with the latest AASHTO Guide Specifications for Fracture Critical Non-
Redundant Steel Bridge Members and applicable Interims.
Also, any temporary enhancements for the pedestrians like a canopy, etc. will be designed in accordance with the latest Florida
Building Code (FBC) and supplements.
Load rating of the bridge will be performed in accordance with the Manual for Condition Evaluation and Load and Resistance Factor
Rating (LRFR) of Highway Bridges and latest FDOT Criteria. Our involvement with load rating bridges has a long history in Florida and
Marlin Team members have performed load-ratings for numerous bridge structures
BHA will use our in-house software and BSDI software for the design of curved steel girders; the BSDI software is a 3 dimensional,
finite element program that accounts for all major stresses including torsion and warping. We have experience with this program having
used it for the final deign and load rating of the S.R. 869 Sawgrass Expressway/Panther Arena Interchange, 1-95/1-595 Interchange in
Broward county and most recent in S.R. 826 (Palmetto Expressway)-Section 2 for FOOT District 6 in Miami-Dade County.
BHA will also use the latest technology in plans production; our in-house software "Geopak Rebar" is capable of detailing
reinforcement bars, producing a bar schedule (length and bending), and calculating reinforcing steel quantities as well as automatically
monitoring bar marks and shapes. Geopak Rebar will be used for the superstructure deck and substructure plans to accelerate plans
production and in areas of congested reinforcing steel as shown in the 3-D Model.
3-D MODEL
2.4 Proposed Alignment
The proposed North Bay Road Pedestrian/Bike and Emergency Vehicle
bridge will connect the southern end of North Bay Road, just south of
174th Street, to the south bank of the canal, with a pedestrian section
continuing south to 172nd Street. The ultimate design will be for a two-
lane, two way facility with sidewalks for the entire project length. At this
time the usage of the facility will be for pedestrians, bicycles and
emergency vehicles; regular vehicular traffic is precluded due to a total
available width of only 20' at the south end of the project where right of
way is restricted to a 20' easement.
Horizontal Alignment: Our proposed horizontal alignment consists of
tangent sections at the north and south ends, connected with a set of
reverse horizontal curves. We envision developing the horizontal curves
with 175' radius which is consistent with a design speed of 25 MPH per
FDOT. We propose a typical roadway/bridge section that consists of two
15' travel lanes with a crown in the center, then 2.5' shoulder on each
side, next 1.5' concrete barrier wall each side, then 8' wide sidewalk
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-03.(),1
-Eft
behind the barrier walls, and finally an approx. 1'-1" wide aesthetic railing at the bridge coping line. The 15' width of the driving lanes is
prescribed by FOOT for 175' horizontal curves radius and is needed for safe turning movements of cars and trucks. The 8' wide
sidewalks are pedestrian friendly. We propose for the time being at the south bridge approach, within the available 20' easement, the
construction of a 6' wide sidewalk separated by a barrier from an 11' wide driving lane for emergency vehicles. This way the path is
clear for emergency vehicles at all times.
Vertical Alignment: The vertical alignment presents a
challenge. The challenge is caused by the U.S. Coast Guard
and FOOT requirement of a 12' vertical clearance from mean
high water level to the low member of the bridge structure. This
pushes up the roadway profile from 174th Street to 172nd Street.
One solution that we are looking at introduces a short section of
roadway grade of 9% on each side of the canal, connected by a
central vertical crest curve on the bridge over the canal, and two
vertical sag curves, one tying into 174th Street and the other at
172nd Street (in compliance with FOOT criteria, for proper
stopping sight distance). All pedestrian areas need to meet ADA
requirements. At the south and north end of the project the
sidewalks will start with 12: 1 grade for a distance of 30', then a
horizontal landing of 5' to 8', then another 30' of 12:1 grade, and so on, until the sidewalk surface meets the bridge deck at
a point where the proposed grade is 5%. Along the approach grades the sidewalk walking surface will be at a higher level
than the roadway/bridge level up towards the point where the bridge grade is less than 5%.
...._r;:=~
_ /"-
~Vr
L~';ll ~
....
PROFILE GRADE LINE
2.5 Possible Concept for the North Bay Road Pedestrian/Bike and Emergency Vehicle Bridge
A possible concept that will be evaluated during the Bridge Development Report (BDR) consists of two (2) continuous steel box
girder spans with 8 %" cast-in-place deck slab supported on single flared concrete columns for the interior support (See Inset
above). The north abutment will be a stub abutment with warp-around proprietary (MSE) walls utilizing special concrete patterns and
finishes to enhance the overall aesthetics in the proximity of the existing properties. The south end of the bridge will be supported on a
pile bent with a CIP curtain wall meeting the pedestrian/bike/emergency vehicle ramp and closing the temporary opening from existing
street and properties view.
!,
\ D J
.. -
~
J D!
.....-.-1
.L
fQJ
I
TYPICAL BRIDGE SECT/ON
-
,l
In order to enhance the overall appearance of the exterior
barrier and pedestrian lighting, a possible custom design of
pedestrian railings with stone patterns meeting ADA
requirements and integrated with custom designed
pedestrian lighting can be provided (See Insets).
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07.03.01
- -
-8
Based on BHA past experience with this type of design and construction (a total length of 9.23 miles of steel box girder design), we
will consider the following key elements during the design phase and plans preparation.
D BHA practice is to work closely with the American Institute of Steel Construction (AISC) and steel fabricators in the development of
the base and detail designs. This input has been invaluable on past projects in developing concepts that are cost effective,
practical and easy to erect.
o In detailing the box girders, due to curvature, we will limit the maximum length of the shipping piece. The splice sections will be
based on shipping piece size, crane capacities, stage construction and ground restrictions.
D Special attention must be paid to constructability during the design phase. A particular area of concern is lateral support of the top
compression flange during casting of the deck. If this flange is too narrow or not sufficiently braced; the compression forces
induced by casting of the concrete deck could cause out-of-plane distortion. Pouring of the deck shall proceed at full width of the
bridge deck, so that all boxes are equally loaded at all time. Also internal lateral bracing will be provided for transportation and
erection purposes.
o Evaluation of superstructure for construction loads and staged deck placement to minimize tensile stresses in the deck concrete
introduced by the structure continuity.
o Web thickness as a function of stiffener labor and cost versus cost of web material.
o Bottom flange thickness versus longitudinal stiffener. If longitudinal stiffeners are required a possible concept will be using
concrete inside the box girders with shear studs over the piers in lieu of expensive longitudinal stiffeners. The concrete stiffen the
flange and can be designed to carry a portion of the compressive force in the bottom flange.
D Possible use of High Performance Steel, taken into consideration its availability.
D It may become necessary to replace the bearings during the life of the structure. Provisions will be made for replacing bearings by
lifting the structure by means of jacks at predetermined locations. These locations will be detailed such as to enable easy
placement of jacks, and the design shall verify the adequacy of the structure to resist the stresses developed during the lifting
operation.
Accessibility to the inside of the box girders, safety of bridge inspectors and maintenance personnel:
D Interior access to each box girder will be provided through an opening in the bottom flange.
D All utilities and conduits, except water main due to possible rupture, will be installed inside the
boxes.
D Due to the confined space inside the box girders, inspection personnel must exercise great care.
Temperature inside the units during summer time can become a serious hazard and cause heat
exhaustion. Forced ventilation, using air blower at the openings can alleviate this condition.
D A wire mesh door with Self-Locking Device will cover the walkthrough openings to prevent entry of birds.
Failure to observe this simple precaution may lead to accumulation of corrosive bird excreta on the floor of
the bottom flange.
D Interior lighting and electrical outlets will be provided in all boxes.
2.6 Preliminary and Final Boardwalk and Observation Deck Design
It is our recommendation that the Boardwalk connecting Town Center Park down to the North Bay Road Pedestrian and Emergency
vehicle bridge and Observation Deck be contracted using the Design/Build Method to avoid risk exposure and to shorten the
construction duration time. By removing this work scope from the general contractor's work, both the pedestrian/bike/vehicular bridge
and Boardwalk can proceed simultaneously and independently assuring the completion date and giving the Boardwalk Design/Build
firm sufficient lead time for material purchase and fabrication.
The Marlin Team has consulted with Sun Belt Construction Services, an outstanding boardwalk designer, on matters of cost to
insure that we have a realistic design/build fees for this project (See inset of similar Boardwalk).
~~~~,
.
. Engineering Sel~ices for Go~ernment Infrastructure
RFQ No. 07-03-01
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-s
o-'FL~
We have made the following assumptions for a baseline boardwalk budget:
o Boardwalk width 8'-0"
o Distance above water 6'-0"
o Water Depth 5'-0"
o Total length of boardwalk 1,000 feet.
o Provide wood benches with overhead canopy every 200 feet staggered North and South.
o Provide an Observation Deck 24' x 24' in plan with benches and overhead roof.
o Provide lighting along the boardwalk and at the observation deck.
o Deck will be wood planking.
o Provide wood railing throughout the boardwalk.
2.7 Permitting Approach
The Marlin Team can provide the City of Sunny Isles with the permitting services needed
given the sensitive environmental nature of this project. The preliminary investigation results,
presented in the existing conditions section, revealed sensitive environmental elements that
will need to be protected. In order to gain a better understanding of the environmental
conditions of the area, the Marlin Team proposes to perform a more detailed environmental
investigation immediately after the contract execution. This survey will contain more detail of
the existing conditions within the project area. These investigations will include a benthic
resources survey, including seagrasses (between April 1 and August 31), soil, and water quality surveys. A detailed report of the
findings will be generated, and be accompanied by maps identifying environmentally sensitive areas.
Based on the findings of the detailed site investigations, impact avoidance will be the team's primary environmental goal beginning with
the design phase of the bridge and the boardwalk. Scientists will work hand in hand with the engineers during the design phase to
avoid impacts where possible. Where avoidance can not be exercised scientists will work with the construction staging team members
and the permitting agencies, in order to minimize any impacts during the construction phase. Subsequent mitigation for those
unavoidable impacts will be initiated and appropriately executed as determined by the appropriate agencies. It is anticipated that
impacts to mangroves can be mitigated on uplands within the Town Center Park boundaries.
Preliminary consultations with the permitting agencies will be initiated by the Team after the detailed environmental reports have been
generated. It is anticipated that these meetings will occur within four weeks of the contract execution. Close coordination with these
agencies are expected to facilitate and expedite the permitting process. The South Florida Water Management District (SFWMD) and
the Dade County Department of Environmental Resources Management (DERM) are the two primary agencies that will be contacted
during the pre-application consultation period. Consulting agencies will include the Florida Fish and Wildlife Conservation Commission
(FFWCC), the United States Army Corps of Engineers (USACE), the National Marine Fisheries Service (NMFS), and the Florida
Department of Environmental Protection (FDEP). Potential impacts that need to be evaluated during the pre-application consultations
and the permitting process overall are those to mangroves, seagrasses, threatened and endangered species, water quality, state
sovereign submerged lands, and navigation.
Given the nature of the project and the conditions surrounding the project area, it is anticipated that a Standard General Permit will be
required from the SFWMD, a Department of the Army permit will be required from the USACE, and a Class I permit from DERM will
also be required for this project.
Subsequent meetings with and presentations to the permitting agencies are anticipated as a course of this project in order to expedite
the permitting process. Permitting is anticipated to take one year.
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-03-01
,..-
-e
2.8 Quality Control
The quality control of the pedestrian bridge projects covers several elements that collectively assure that a sound product and the
required services are provided. All engineering documents shall meet the established standards and guidelines set by the City,
County, State, and Federal governing agencies. A quality control plan shall be defined and approved for each project that highlights
the process, time durations of activities (peer review, independent reviews, check lists, etc.) and the standards and requirements by
which the engineering documents of the project are to abide by. In addition, a constructability review will assure that any proposed
improvements can be carried into the construction phase of the project. A specific item that should not be overlooked in the quality
control review and hence design process is the maintenance of the final roadway after construction is complete. In addition to the
control of the quality of the product(s) that result from the engineering services, the engineering services themselves should go through
a quality review to assure that specified work is being done at a high level and to the satisfaction of the City. Routine surveys
performed by person(s) not specifically involved in the project will be conducted to assure unbiased performance evaluations. The
quality control officer for MEI is Sergio Alfonso, Jr., P.E., Vice President, who has 30 years of experience in traffic and highway design
projects in south Florida.
2.9 Project Management Approach
Our Project Management approach begins with the selection of an experienced professional that has managed many similar
successful projects in highway design, that is goal-oriented, a great communicator, and understands the coordination efforts required to
"get the job done." The person that we have selected to fill the position is Edwin Mojena, P.E. Mr. Mojena has over 14 years of
experience managing major projects throughout Florida. Projects have varied from miscellaneous designs including paving, drainage,
signing and marking, and lighting to major reconstruction including elevated structures, interchanges, culverts, etc. Mr. Mojena is a
good communicator and consensus builder with many years of experience in public speaking. As your Project Manager, he will have
all the resources required at his disposition for this project.
Our Project Manager will coordinate with the Task Managers, which will perform the tasks related to the project. Mr. Mojena, will work
with each of the Task Managers to complete the individual tasks on the schedule and in a manner consistent with the goals of the
project. Task Managers will also have to interrelate on multidiscipline projects. Priorities will be established by the Project Manager for
the completion of the tasks on each project. He must constantly advise the task managers how the completion of their work affects
other task managers (i.e. surveying affects design). The Project Manager will keep the close relationship between task managers in
order to achieve the common objective. The Project Manager will have the ability to add special resources or remove resources to
meet the required schedule without going over budget. Our Project Manager will work closely with other governmental agencies. Mr.
Mojena is very knowledgeable of regulatory requirements and City policies that may concern the project. Mr. Mojena will also work
closely with utility companies alongside our utility coordinator, to ensure timely conflict resolution and thus avoid schedule impacts.
Project planning and control are essential elements of the success of the project and are activities for which the Project Manager is
directly responsible. Mr. Mojena will develop a project schedule using either Primavera or Microsoft Project. The schedule will
determine the relationship of different tasks to each other and schedule these tasks so the project is carried out logically and efficiently.
For budget management, Mr. Mojena will maintain budget controls of the design contract through the constant monitoring of budget
reports. Construction budgets will also be analyzed at the 60% complete phase. This will allow the Project Manager to make
adjustments in the Design to meet the allocated funds for the project or increase the allocated funds if the City desires. Understanding
human resources required on a specific project is an important part of staying within schedule and budget. At the time of negotiating a
work order with the City, the Project Manager and Task Manager experience in understanding the requirements of the project will lead
to adequate man-power utilization. Mr. Mojena will be able to adjust human resources accordingly to ensure client satisfaction.
2.10 Knowledge of Past Experience on Similar Projects
Marlin Engineering, Inc. has been in the Civil and Transportation industry for over 15 years and has developed an extensive resume of
roadway design, sewer design, and drainage design projects with state agencies, county governments and local municipalities.
-
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-03-Q1
~lI~l~
-~
Our experience includes designing projects such as the NW. 25 Street Viaduct, which is the first double decker roadway in Miami-
Dade County to designing traffic calming in numerous communities. More specifically for this project, we have designed numerous
community drainage projects throughout south Florida. We have also designed many sewer distribution systems for local developers
and for Miami-Dade County, as well as decorative lighting systems for many roadways throughout Florida. Finally, Marlin Engineering,
Inc., Beiswenger, Hoch and Associates, and Milian Swain and Associates, Inc. have the relative project experience on community
enhancement projects that require close coordination with local residents, city, utilities and permitting agencies. Following are some of
the many relevant project experience on this team:
Miami-Dade County Parks - Provided design of a sewer distribution system to connect parks which were on septic tanks.
Coordinated closely with Miami-Dade County Water and Sewer Department for final approval.
City of Miami Community Enhancements - Designed paving, drainage, sidewalks, and signing and marking for entire communities
within the City of Miami. We also provided all utility coordination and locates, surveying, construction engineering and observation.
Miami-Dade County FEMAlDERM - Designed hundreds of drainage sites throughout the County. These sites included utility
coordination, permitting, and construction engineering and observation. Also, within this project, we designed an entire drainage
system for communities.
NW 25th Street Reconstruction - Reconstruction of NW 25th Street, a county road, from NW 87th Avenue to NW 67th Avenue and
construction of a new elevated viaduct from NW 82nd Avenue to the Miami
International Airport (MIA) West Cargo Area. This project was a major
($200 million construction cost) Strategic lntermodal System (SIS) project
for the Florida Department of Transportation (FDOT) on a county road to
improve capacity and mobility of airport cargo traffic along the corridor. For
this project, NW 25th
Street is going to be widened from its existing five-lane undivided
configuration to a six-lane divided roadway to provide for the substructure
supporting of the viaduct bridge within the median. The project required
coordination with Miami-Dade County Public Works,
Miami-Dade Aviation Department, and DERM. Though this project was
managed by FDOT and plans were per their standards, Marlin Engineering,
Inc. coordinated with the county on acceptance of the project.
NW 62nd Avenuel West 8th Avenue - Reconstruction of NW 62nd Avenue/ West 8th Avenue from NW 105th Street to NW 138th
Street for Miami-Dade County Public Works Department under Project No. 67916. The project is similar to the subject project in that
NW 62nd Avenue was widened from two-lane undivided roadway to a five-lane typical section consisting of two lanes in each direction
divided by a painted median. The proposed work included roadway plan-profile, plateau details, drainage, lighting, signalization, traffic
control plan and bridge plans for the new bridge over the C-7 Canal. Although this was a county project, the City of Hialeah
successfully funded the project and recently constructed.
Indian Creek Drive and 63rd Street. Reconstruction of Indian Creek Drive from just south of 63rd Street to north of Abbott Avenue in
Miami Beach, Florida. This major FDOT reconstruction project also includes the replacement of the existing 63rd Street eastbound
flyover with a triple left turn at the intersection with Indian Creek Drive. Other components of the project included drainage, signing and
pavement markings, signalization, lighting, rehabilitation of the bascule bridge, and landscape architecture. The project also required
coordination with the City of Miami Beach to meet their standards and preferences and routine meetings with the Citizen's Advisory
Committee as a vehicle to gain community-wide acceptance of the project.
.
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07.03.Q1
~,',"
-e
NW 14th Street Rehabilitation. Resurfacing and widening of NW 14th Street from NW 34th Avenue to NW 22nd Avenue in the City of
Miami. The project included the milling and resurfacing of NW 14th Street, a two-lane undivided roadway, minor widening and
intersections, and the reconstruction of the existing swale with concrete grid pavers. Also included was some reconstruction of NW
34th Avenue to provide drainage improvements. With the resurfacing of the roadway, signing and pavement markings were also
provided.
SR 826/Sunny Isles Boulevard Sidewalk Enhancement - Widening of the existing sidewalk and resurfacing of the remaining
roadway pavement as part of the City of Sunny Isles Beach Sidewalk Enhancement project. The project included the relocation of
existing drainage structures and realigning the merging of the inner and outer eastbound business loop ramps to the eastbound SR-
826/Sunny Isles Boulevard. The existing roadway was narrowed from its existing five-lane one way directional urban typical section to
a four lane urban roadway with 16-ft wide sidewalks. The project also included landscape and decorative lighting throughout the
sidewalk areas.
Front
Property
Setback
76'
SR-826 Eastbound Existing Right-of-Way
-i..
Front l
Properly
Setback
~d
~
~
~
.,~
...
14' 2'
Sidevvalk C&G
4 Lanes ('11' each) 44'
2' 14'
C&G Sidsvvalk
3.0 CONTROL OF PROJECT SCHEDULE
The project schedule provides the framework for the plans production process. MEI will then have the opportunity to develop an
schedule which essentially is acknowledgement of the schedule, milestones, and critical path activities as they are presented in the
schedule. The City will have an opportunity to review the schedule and will conquer with the milestones presented. Any comments to
the schedule by the City will be implemented into the MEl's final design schedule. This schedule is just another tool to control the
design of the project, and it is consider a "living document". MEI will then review and update the schedule on a monthly basis as the
project progress. MEI will have actual control of the schedule by utilizing the following steps: 1) Be proactive an accelerate activities
and submittals in order to balance out any delays due to unforeseen conditions, 2) Meet with key stakeholders such as FDOT, The
City of Sunny Isles Beach, Miami-Dade County, DERM and other agencies, early in order to achieve consensus on key issues such
as permitting, and community impacts. 3) Early communication with utilities, 4) Submit and initiate the permitting process early in the
design process with all agencies having jurisdiction as soon as possible, 5) Maintain a excellent line of communication with all
subconsultants.
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-03-01
G
TABlE OF CONTENTS
--
Name and Address of Firm
Firm Overview
Financial State of the Firm
Annual Revenues for the past two (2) years
Contractual Agreement between firms
Certificate of Authorization to Offer Professional Services
--
Governmental projects completed or in process for the past five (5) years
--
Proof of Authorization to transact business in the State of Florida
--
Current Federal Standard Forms 254 and 255
Sworn Statement Pursuant to Section 287.133(3) (a)
Non-Collusive Affidavit
--
List of Client References with Contact Names and Telephone Numbers
--
List of the Proposed Personnel listing Qualifications and Experience
Organizational Chart
Resumes
-
~~~~~~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-03-01
e
, n"~~S;~ii~7 I
'1;1 ~l !R1'dl~j""'l/l,"''^''~ ~ m. ~'" ~
List of all Permits and the Issuing Agencies
--
.. .. -., - ,~ .
Schedule of Events
--
Estimate of the Total Construction Costs
--
General Breakdown of Person Hours for the Completed Design
~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-0J.Q1
<<"~
~
-
Name and Address of Firm:
Marlin Engineering, Inc.
2191 N.W. 97 Avenue
Miami, FL 33172
Tel: (305) 477-7575
Fax: (305) 477-7590
Web: www.marlinenqineerinq.com
Names and Addresses of Persons Having Financial Interest in the Firm:
Ramon Soria, P.E., President
2191 N.W. 97 Avenue
Miami, FL 33172
Tel: (305) 477-7575
Fax: (305) 477-7590
Email: rsoria@marlinengineering.com
Sergio Alfonso, Jr., P.E., Executive Vice President
2191 N.W. 97 Avenue
Miami, FL 33172
Tel: (305) 477-7575
Fax: (305) 477-7590
Email: salfonso@marlinengineering.com
~~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-03-0,1
~~~J~
~
..
Firm Overview:
In 1991, Marlin Engineering, Inc., was established with a clear vision towards the future. Marlin
Engineering set forth on a quest to carry out its mission of consistently providing the public, as well
as the private sector, with quality personalized consulting engineering services that would enhance
all engineering projects.
Over the years, Marlin Engineering has been able to attract and retain a group of talented and highly
motivated professionals that constitute the core of our production power and quality of deliverables.
Currently 90 employees strong, Marlin Engineering's staff steadily grows to meet our client's needs.
Well balanced among disciplines, we are civil engineers, traffic engineers, structural engineers,
sanitary engineers, planners, surveyors, estimators, Specifications writers, GIS/CADD technicians,
construction managers, construction inspectors, bridge inspectors, and administrative professionals.
Today, Marlin Engineering professionals are assisting State agencies, counties and municipalities in
their effort to improve, expand and modernize existing facilities, and to study and develop new
installations to serve our growing communities while preserving quality of life.
As we enter the new century, Marlin Engineering is proud to be ready to contribute its expertise and
experience, in the continued pursuit of excellence in the transportation field.
We at Marlin Engineering believe that, with our strong commitment to excel and intimate knowledge
in the transportation field, we can focus on our client's expectations, therefore providing quality, on
time services while meeting budgetary goals.
Marlin Engineering's successful record of relevant projects completed as Prime Consultant is further
enhanced by the many other projects where we have made a significant contribution as
Subconsultant.
The people at Marlin Engineering are dedicated to make the difference. We work as part of our
client's staff. We cultivate the friendly atmosphere that promotes access and communication, easing
complex issues and expediting solutions.
EXPERTISE
MARLIN ENGINEERING TRANSPORTATION SERVICES
HIGHWAYS
Expressway Design
Urban Road Design
Vehicular and Pedestrian Traffic Control Design
Storm Water Management
TRAFFIC
Signing and Pavement Marking Design
Lighting Justification Report and Design
Signalization Design
Complete Data Collection
Traffic Safety and Capacity Studies
Traffic Accident Studies
PLANNING
Concept Studies
~~~~~,
.-
. Engineering Services for Government Infrastructure
. RFQ No. 07-03.-01 ..
.
. Project Development and Environmental Studies
. Bicycle and Pedestrian Path Design
. Traffic Calming and Mitigation Studies,
Devices Design and Implementation
. Railroad/Highway Crossing Rehabilitation
.
. TRANSIT
Heavy Rail - Transitway Design
. Automated Guideway Design
. Intermodal Station Design
. MARLIN ENGINEERING CONSTRUCTION SERVICES
. CONSTRUCTION ENGINEERING INSPECTION
Major Highway and Bridges
. Transit - Heavy Rail and Automated Guideway
. Bus Maintenance Facilities
. Intermodal Stations
. CONSTRUCTION MANAGEMENT
. Project Scheduling
Cost Estimating
. Claim Analysis
. SPECIALIZED BRIDGE INSPECTION
. Topside and Underwater Inspection
. Overhead Sign Inspection
. THRESHOLD BUILDINGS
. FORENSIC INVESTIGATION
. EXPERT WITNESS
. SANITARY SEWER SYSTEM
. Program Management
. WATER MANAGEMENT
. Hydrologic and Hydraulic Studies
. Surface Water Management Modeling
Storm Sewer System, Collection and Treatment Design
.
. MUNICIPAL ENGINEERING
Water Distribution Network Design
. Water Treatment Facilities Design
. Sewage Collection Network Design
. Wastewater Treatment Facilities and Disposal Design
. SURVEYING AND MAPPING SERVICES
. LAND DEVELOPMENT
. Commercial, Institutional and Residential
. PERMITTING AND REGULATORY COMPLIANCE
. Federal, State and Local Agencies
.
. ~~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-"
-
>)\<!!~/~
51%
~
"'FL~
Engin~ering Services for Government Infrastructure
RFQ No. 07-03,-Q1
Financial State of the Firm:
Please see the following document attached:
>- Balance Sheet as of September 30, 2006
~~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Marlin Engineering, Inc.
Balance Sheet
May 31.2006
Assets
Current Assets
Cash in Bank
Accounts Receivable (906,462)
Less Allowance for Doubtful Accounts (45,320)
Work In Process
Prepaid Expenses
Due from Related Entity
Total
$ 558,016
861,142
732,772
7,290
158.162
$ 2,317,382
$ 86,677
256,411
36,380
92,984
63,737
$ 536,189
(444.237)
$ 91,952
16.931
$ 2,426,265
Fixed Assets
Field Equipment
Office and Computer Equipment
Furniture and Fixtures
Vehicles
Leasehold Improvements
Total
Less: Accumulated Depreciation
Cost Less Accumulated Depreciation
Other Assets
Security Deposits
Total Assets
Liabilities And Stockholders EQuitv
Current Liabilities
Accounts Payable/Accrued Expenses
Accrued Payroll and Bonuses Payable
Deferred Taxes Payable
Due to Shareholder
Notes Payable - Current Portion
Total
$ 1,177,360
547,134
124,261
48,409
258,499
$ 2,155.663
Other Liabilities
Total Liabilities
$ 2.155,663
Stockholders EQuitv
Common Stock
Retained Earnings
$ 500
270.102
Total
$ 270.602
Total Liabilities And Stockholders Equity
$ 2,426,265
See Accountant's Compilation Report.
. Marlin Engineering, Inc.
. Statement of Income And Retained Earnings
. For The Five Month Period Ended May 31,2006
. 2005
. Revenue - Professional Fees $3,626,388
. Cost of Revenue
. Direct Labor $970,323
. Associate Fees 778,011
. Project Costs 63,991
. Total $ 1,812,325
. Gross MarQin $ 1,814,063
.
. OperatinQ Expenses
Indirect Labor $ 921,740
. Bad Debts (44,600)
. Contributions 2,705
Contract Labor Services 12,880
. Data Processing 16,182
. Depreciation 5,700
. Dues and Subscriptions 3,613
Employee Welfare 1,808
. Entertainment and Promotion 2,351
. Insurance (Group/General) 203,429
Office and Postage 27,980
. Other Expenses 1,224
. Retirement Plan 45,128
Printing and Reproduction 2,561
. Professional Education 5,990
. Professional Fees 115,951
Rent 153,309
. Repairs and Maintenance 9,885
. Taxes and Licenses 176,800
Travel 5,975
. Telephone / Utilities 36,155
. Vehicle Expense 116,937
. Minor Tools & Equipment 6,279
Payroll Service Fee 3,299
.
. Total $ 1,833.281
. Loss From Operation $ (19,218)
. Other Income (Expense)
. Interest Income $ 3,338
. Interest Expense (10.961 )
. (Loss) Before Provision for Taxes $ (26,841 )
. Less: Provision for Taxes
. Income Tax Expense - Credit $ 25,005
.
. Net (Loss) for Period $ (1,836)
. Retained EarninQs 1/1/06 271.938
. Retained EarninQs 5/31/06 $ 270,102
. See Accountant's Compilation Report.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-
~\\!!Y/~
~~
.~
Engineering Services for Government Infrastructure
RFQ No. 07-03r()1
Annual Revenues for the Past Two (2) Years:
Year 2004 - $ 8,094,526.00
Year 2005 - $ 9,026,444.00
~~~~a!t,
.
.
.
.
.
.
.
i.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services for Government Infrastructure
RFQ No. 07-03-01
~l'tlY/~
~l~
~~
-
Contractual Agreement Between Firms:
If selected for this project, Marlin Engineering, Inc. will enter into a professional services
contractual agreement with Milian, Swain and Associates, Inc. for environmental and permitting,
Beiswenger, Hoch & Associates, Inc. for structures and Tierra, Inc. for geotechnical services.
~~~~~,
.
.
.
.
.
.
I .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-
e
Engineering Services for Government Infrastructure
RFQ No. 07-03-Q1
Certificate of Authorization to Offer Professional Services:
Please see attached
- --
~~~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
STATE OF FLORIDA
- BOARD OF PROFESSIONAL ENGlNEERS
2507 Callaway Ad. Suite 200
Tallahassee, FL 32303-5268
r
"I
Marlin Engineering Inc.
2191 N.W. 97th Avenue
MIAMI, FL 33172
L
-.J
DETACH HERE
.-
~ate ,~~,~loriba
. ... ~ ..I
lMnari't of 1~Jt:f1f1'55ioifltl ~n~1i1tl'L'r5
~titi'Dirls,j~ inc.
~ 'j) ....
_ n _ -
. /" ",,/,1""'-:'0'/ 'h'U/;'" //;, /,,,,,,,,,:,,,,/,,, ,/.'/'r/';"/''7-!z,JIrI2'iJ!7?,.,..,;./;, . //,,/,,/,., /,. ,-,1//" ,,,,~,/,,,,.,/,~ "''''''';'''''
Jf".. ...~
/,. //;, /,,,IV,;,, //'/..,.,,~A " . /)"0..-.110,;-,,,/ ;.r/'~';':'r/..,,/;;/~./';"n"d'/ ,,/,,/;,. '/ A,y'/',- -/,- / . //'.",;'/" . //,,/,,/,.~.
AUDIT NO.: 0709- 000724
CERTIFICATE OF AUTHORIZATION NUMBER: 6104
EXPIRATION: 28-FEB-09
DISPLAY AS REQUIRED BY LAW
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
BOARD OF PROF SURVEYORS & MAPPERS
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
(850) 487-1395
MARLIN ENGINEERING INC
2191 NW 97TH AVENUE
MIAMI FL 33172
AC# 3 0 18 1 9 0
. STATE OF FLORIDA
. DEPARTMENT OF BUSINESS AND
.~/ PROFESSIONAL REGULATION
LB7241
01/08/07 060452211
SURVEYING & MAPPING BUSINESS
MARLIN ENGINEERING INC
IS CERTIFIED under the provieions of ch.472 FS.
Kxpiratioo date. FEB 28, 2009 L07010BOIOJ3
DETACH HERE
AC# 3 0 1819 0
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
BOARD OF PROF SURVEYORS & MAPPERS SEQ#L07010801023
DATE
: . LICENSE NBR
01 08 2007 060452211 LB7241
The SURVEYING & MAPPING BUSINESS
Named below IS CERTIFIED
Under the provisions of Chapter 472 FS.
Expiration date: FEB 28, 2009
MARLIN ENGINEERING INC
2191 NW 97TH AVENUE
MIAMI FL 33172
CHARLIE CRIST
GOVERNOR
HOLLY BENSON
SECRETARY
.
.
.
.
.
.
.
I .
.
.
.
.
.
.
.
.
.
I ·
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I.
.
.
.
" -.....:
~ ~f'
~ ~ ~l
.~ :: ~ ~
. l. 'rl-. ~ \.
~ ;:i' u ~ "-
~.""'.E ~ ~
~ tu ."
~ t t'T-~u'CJ) '>',> ~ ~
~ .y~ l)"<;~ ~
....,.v,,~~-l~ ..;~~~. ~..;., ~~
~~ 1 ,~~"~'/.~ i'f:"-I~.:~~~
L t,'fif',;. 0 .."....
"N.) \ ,..- "..
~ jfJJ\li" U) ." r;i ~.~
-. I .ll. :,",," ., ~ t
'{ :.... . IJ"t '~rf~: ~t;
~ ~~, ~~. .,,: {~. I..~E
~ \..~<I;J~' 7", ~J.1~:-'~/
.,~ .J......... H"~'" \.
" ~-,' ~. '." . .\. "'.'.'~
~ ""'''1'~' ,'I .~~."'"
">..,.~.. 'f) \,,-,' ~
'~~~}!O' ~ ~
"-+-f:.:: ~ "-
~ 0 ~ .~ ~
~,o ~.\.
:: :~ ~,"~
.':~ '"-2'
",,9 ~ ~
""t \
t~_ ~
~
"-
~
~
~
\
'-
..,
:--
~
"
~
~
~
,~
,
\.
,\" .,
'- ~
i-
\. ~
\.
, ~
~ ~
,~
:-- ~
\.
\.
\. .X
.~ :--
\.
~ !~
-::;
\.
(1)
0
I
[0
W
Ou..
<D I
oq-co
L()N
a:z
wo
[0-
~I-
:J~
z-
c..
zx
ow
i=
<(
N
a:
0
:r: :;:
I- ~
:J >
<( CD
u.. c
UJ
0 a:
:5
W 0
I- UJ
<( a:
CIl
U <!
u.. >
<!
i= ..J
Cl.
a: CIl
w 15
U
~
~ 6
~ a
~ t--
i- a
~
~ 0
.\. Z
.~
'< ....
~ 0
\ :::>
~ c:t
~
~
.
.
.
.
.
.
Ie
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engine,ering Services for Government Infrastructure
RFQ No. Q7-03-Q1
-
Governmental Projects Completed or in Process for the Past Five (5) Years:
PROJECT
YEAR
o Traffic Engineering, Village of Pincrest, FL 2001
o Miscellaneous Traffic, Miami-Dade Transit Authority 2001
o Statewide Traffic Consultant 2001
o CE&I, Miami-Dade County Public Works Department 2001
o Miami-Dade County Sewer Connection* 2001
o Districtwide Bridge Inspection, FDOT 6 2001
o Miscellaneous Engineering Services, Sunny Isles, FL * 2001
o Districtwide Intermodal, FDOT District 4 2002
o General Engineering Services, City of Miami, FL* 2002
o General Construction Engineering, City of Miami, FL * 2002
o Construction Management, Department of Environmental
Resource Management * 2002
o Statewide RHCI, FDOT 2002
o Construction Management, Miami-Dade County Public Works 2002
o Districtwide Traffic Operations 2003
o Planning Statistics 2003
o Traffic Consultant, City of Coral Gables, FL 2003
o Districtwide Overhead Sign Inspection, FDOT 6 2003
o Florida Heritage Trail Bicycle Path 2003
o Sunny Isles Boulevard Design, Sunny Isles, FL 2003
o Water & Sewer, Road Design, Dredging, City of Miami, FL * 2003
o Traffic Consultant, Village of Palmetto Bay, FL 2003
o Traffic Study, City of West Miami, FL 2003
o PTMS Design, FDOT 2004
o Utility Coordination Consultant, City of Miami, FL * 2004
o General Land Surveying, Miami-Dade County, FL 2004
o Communities Improvement Project, City of Miami, FL * 2004
o SR-7 CE&I, FDOT 4 2004
o Districtwide PD&E Consultant, FDOT 2004
o Districtwide Surveying Services, FDOT 2004
o Construction, Engineering & Observation, City of Miami, FL * 2005
o Statewide Statistics Consultant, FDOT 2005
o Subsurface Utility Engineering, City of Miami, FL 2005
o Lake Juniper Habitat Enhancement 2005
o Districtwide Traffic Operations, FDOT 2005
o Emergency Hurricane Inspection, FDOT 2005
o Districtwide Statistics - Tampa, FDOT 2005
o Districtwide Design, FDOT 2005
o Districtwide Minor Design, FDOT 2006
o Traffic Engineering Services, Village of Palmetto Bay, FL 2006
* denotes relevant projects
-
~~N~/~
~
M~!!~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
/.
'"
l\io ~~q:J;t... 'R.
Q}lQl<Qll'Q,n$2"Q;lQ"P". .
. .
., of jfj(
~tat~ ~ "-~... oriba
IDrpartmrnt of t;tutr
I certify from the records of this office that MARLIN ENGINEERING, INC. is a
corporation organized under the laws of the State of Florida, filed on
August 21, 1991.
The document number of this corporation is 874791.
I further certify that said corporation has paid all fees due this office through
December 31, 2007, that its most recent annual report/uniform business report
was filed on March 23, 2007, and its status is active.
I further certify that said corporation has not filed Articles of Dissolution.
,
Given under my hand and the
Great Seal of the State of Florida
at Tallahassee, the Capitol, this the
Second day of Apnl, 2007
(;HZ!;On (OJ.()/I
1!.~ I ri ~ _ it3 rohm .
~I'rl"l'till'\l of ~1:rh'
"
"
.'
~.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
.
.
.-g
....
.~
I~
.~
.;3
.('1)
.
.
i
..~
ILL
.C-o
I Q) Q)
.OO.J::
I ~.!!l
10... :0
. Co .gJ 0;
.Q)Jjen
.~
N
.
.
.
.
.
.
I
.
.
.
.
.
...
00
.~
\:l
.~
.~
C
..~
.~
E
.~
..~
LL
...-:
.
.~LL
e<((f)
0-"'"
eZ~
.<(~
1-0
.(f)LL
.
f'-
o
o
N
--
~
N
--
~
o
.Q)
t) :J
ECN
- Q) f'-
OJ>.....
c<C('I)
';::.J:: ('I)
:E~eo
cen\:l
'OJ:;; .~
c>-
W . LL
C Z .--
=.....E
.... en eo
eo ..... ._
~N~
~
L()
N
Q)
:0
eo
.~
0..
a..
eo
~
~
o
Qi
..Cl
~
t)
Q)
.J::
t)
\:l
C
eo
a..
.J::
00
....
Q)
C
~
o
'+-
o
Q)
a..
~
~
'(3
Q)
a..
(f)
~
(f)
(f)
(l)
c
'Vi
::J (f)
OJ ~
"0 C
Q) "(f.i
OJ ::J
co OJ
(f) C
~~"2\:l
C "0 C Q)
"Vi co ~ .J::
::J (f) 0 .!!l
OJ 0 ~ :0
E eo
o en
s w
co ro
E E
en en
<iai0-
.!!2-
....
eo
Q)
>-
\:l
C
eo
>.
C
eo
x
Q)
t)
:E
o
2:' ~
.~
:g
00
..Cl
:J
(f)
....
o
.J::
t)
C
eo
....
CO
D c
Q)
....
eo
0...
>.
C
eo
a..
E
o
o
c eo
Q) l{)
....
eo
0...
~
....
.2
.!!l
~
E
..Cl
:J
(f)
ro
00
Q)
.... .~
~ 2:
C Q)
'OJ (f) ~
C\:leo
~.2c
t5~6
Q)Q):;::;
:'.::~oo
.J::\:lQ)
t) C :J
~eoa
-
00
Q)
E
eo
z
>.
C
eo
a..
E
o
o
....
Q)
E
....
o
LL
<C
Z
>.
C
eo
~
>;
C
eo
a..
E
o
o
c
Q)
....
eo
0...
'+-
o
Q)
E
eo
z
tr.i
<C
Z
Q)
C
o
.J::
a..
Q)
Qi
t:
Q)
+:::
i=
l{)
f'-
l{)
f'-
.
f'-
f'-
~
l{) -
f'-l{)
l{)o
f'-~
'~
f'- C
f'- Q)
~\:l
lO'(jj
0Q)
('I)....
_0...
~Q)
C t)
Q).-
:g>
00 .
~L1.!
0...0...
t5
eo
c
o
o
.8
00
Cii
a..
'(3
C
.;::
0...
o
~
fo-
C
eo
:S
Q)
....
o
E
w"":
.,
0... -
_ 0
eo 00
.- c
.... 0
O,+-
(f)-
<C
C 0
o ._
E2'
eo Q)
~(f)
-
o
C
'+-
o
Q)
E
eo
z
cO
- -
..... N
o
en
Qi
C
C
o
00
....
Q)
0...
Cii
o
I-
eo
f'-
Q)
t)
:E
o
.J::
t)
eo
w
Qi
C
C
o
00
....
Q)
0...
o
Z
Q)
C
o
.J::
a..
Q)
Qi
I-
~
.....
--
o
f'-
oNCO
t:'?a>
l{)COCX)
[?;N~
f'--I
'OCO
f'-l{)CO
f'-CX)CX)
~ ~~cry
o ~:gro
MO:::::::'
-- eo
ro~\:l
\:l Q)';::
.;:: Q) 0
.2~u:::
~eoro
'E ~ a..
eo = E
~~~
--
Q)
ro
U5
00
Q)
t)
:E
o
c
Q)
00
Q)
....
0...
r--:
C
.Q
t5
C
:J
'+-
2:' ~
eo Q)
E Q)
.;:: C
a.. OJ
>. C
..Cl W 00
ro 0
t)rn
~ E
~~
ww
Q)
t)
C
o
>.
C
o
C
o
00
....
Q)
a..
.J::
t)
eo
Q)
en
:.:i
Q)
C
0..
'(3
.!!l
o
>.
..Cl
....
Q)
t)
~ ~ :E
~:EO
eo c c
OOCOJQ)
o eo C
t5~w~
Q) C C >
a.. 0 0'0
~nn>
-:J:JC
Q) ..::::: L-
OJ 00 en
:g 6 6
cooo
00
t) Q)
:c~
:J :;:::;
0...:J
l{).....~.....CO
eo
C
o
.OJ
Q)
~
~c
Q) eo
.J::..Cl
fij-::;
....
OJ 00
o ....
C Q)
eo C
Q) C
t) eo
00:::
00 00
00 ........
ID .2:E
~ ~ ~ ~
g>~ 6tii
w 'OJ :;::; Cii ~
>.C~....o
Cow~.2ii>
:'.:: 00 t) t) >
C Q):J....
eo 0 a..~:J
(f)(f)(f)(f)(f)
('I)
~
00 ~
t5 :E
oo.~ C 00
.... ~ ....
Q)-oOJQ)
5, .... tii Q)
2 .- <C C
0000 Q)eo OJ
2 .- Q) a.. t) C
00 OJ 0 eo .- W
'OJ.2 .... t) ~
.2 e .g {3 .J:: g>
O\:lQ)ct)c
Q) >.- eo Q)
(9IE-l~~
('I)
o
~ 00
o C
~ t5.~
Q) Q) .-
Q) a.. C
C OO.J::
Q) OJ~c~
> cQ)ct:
~ W ~ .Q C
en t5 Cii OJ t5 Q)
Q) .~ C :J E
Q5 c.~EWZtf)
C E.J:: 00-:=
C \:l 2 1? .~ 6 ~
5l <c<coooo
....
Q)
0...
o::i
f'-
o
00
CJ)~
en E
OJo
.2 C
o 0
t) ()
ww
Q)
C
C
o
00
....
Q)
0...
eo
o
I-
o
en
00
....
Q)
Q)
C
OJ
C
W
C
o
~
....
o
a..
00
C
eo
~
l{)
N
q>
~
(f)
(l)
(l)
ll..
(f)
(l)
II
'2.:
(l)
en
:>
w
a:
'<t
w
o
<l:
0..
'<t
In
N
:2
a:
o
ll..
Cl
a:
<l:
Cl
z
<l:
I-
00
C
gg555g~
000====;=:2
goo'E'E'E E ~
pl!)O 0"-
8~~~~~w~
w.9.8.8.8.8.9~
~ggg555g
o :5~~~~~~'E
~x ~gggEEEo
OlW Q)T"""NLOT"""NLOT"""
~ 0 ....H/HFHFHFHFHFHA
a:~"":NM~.o0""':o::i
ro
C
o
'Vi
(f)
(l)
'0
a:
-
en
....
t;:::
....
eo
Q)
>.
c
Q)
()
Q)
....
.....
oocoo
o
N
N
OOCOO
o
N
en ('I)
~ 00 f'- 0
_ 0
N
[8J
00
....
eo
Q)
>-
l{)
en
eo
-l
~ ~
00f'-0 Q)
o .J::
N ~
()
Q)
.J::
t)
\:l
Q)
>
.Q5
t)
Q)
~
00
Q)
Q)
LL
00
Q)
.~
2:
Q)
(f)
~ 0 f'- 0 ~
o C
N Q)
.;::
Q)
a..
x
Q)
.J::
t)
:J
00
00
eo
Q)
00
....
Q)
>
o
OJ
C
\:l
:J
U
C
:;
o
:S
.~
:;
..Cl
~
....
o
~
eo -t-
C 0
.Q - ~
00 ....
00.25
~ E
o :J
ct C
'+- X
o Q)
2:'-g
eo
E t
E ~
::l C
(f)
C
.Ql
Q)
....
.2
~
.... ~
o~
~ 0 C
.~ ~ \:l
enc Q)
Q) OJ en
E'Q5 Q)
0.... ....
\:l.2 .2
C
t5
eo
....
c
o
()
eo
....
Q)
\:l
Q) .... ....
LLQ)Q) 00
t).J::.J::
Q)OO E
'- .=
0> o<i<i~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
.
.
I
.Ul
.~Ul
>- ~ Ul
.~ ~-g
IUlUlro
.j2~00'<:t1'-0
,n 0 L() (j) (j') ~ 0 M
ai \..J..c 0_ '<:t_ ...-_ I.!)_ C"J
.g2~N~N~
I Q) 0::::.-
.'t5 I-
,a.
.~
.1:)'OUl
.~ 1..........
o Q) U
.L....DQ)
Cl... E'O
Ul :J L... C"J
. -E Z Cl... CO '<:t C"J...- '<:t
.~
.~
o
.0:
.~
.
Ul
Q)~
Q)Ul
LL'O
C
Ulro
UlUl
O:J
L...O
(9.s
fl.~
o~
I-
4-
OUl
QjU
.DQ)
E'O
:JL...
zo...
~Q)
;;: '0
00
0:0
~Nc;)~i!)cDr::-como
NNNNNNNNNC"J
Ul
Q)~
Q)Ul
LL'O
UlC
Ulro
OUl
L...:J
~E
flc
0::::'-
I-
4-
Oul
L.........
Q)U
.D.~
E2
:Jo...
z
Q)Q)
~-g
20
0...
----------
...-N C"J'<:t1.!) COI'-COQ) 0
~~~~~~~~~N
~Q)
;;: '0
o 0 co co I'- ...- I'- co
0:0 ~ b 0 ~ ~ ~
~NM~L{)<o~como
Cro~
o :J...... I.!)
:;:; 1:) E 0
~~_ 0
a....... N
E 2L{J
o ro L...
000
.::s:.Ul
o-g
S ro 0
4- ul I.!)
06 N
Ci):5
Oc
0::::.-
co
1:)
.;::
en
o
C
o
~
L...
o
a.
ul
ul C
ul ro
~ .:= Q)
'0 4- :J
'0 0 CN
<( ...... Q) I'-
c>...-
'0 Q) <( C"J
~ ~~~
Q) ro...- '0
E a. .-
ro Q)> 0
z 0>: u:::
ID ro Z .--
C :Q 0 E
~ 0 8.~
a U:::...-2
ul
L...
ro
Q)
>-
I.!)
en
ro
-l
ul
Q)
a.
E
ro
x
W
1:)
Q)
'0
L...
Cl...
I-
a
o
LL
ul
.~
'0
:J
U5
ul
C
o
c ~
o Q)
~ g
o U
-l :E
'0 ro
~ .:=
Q) ~
~ .~ co
Z 1:)1:)
oc "C
t5 en en
Q)
'000
0:
[u
po Cl...
= ->
9-;->
...-
...-
~ Q) I'-
4-'0 0
20
0...0
...-
o
o
N
o
o
o
N
L...
Q)
~
Q)
CI)
'0
C
ro
'0
ro
o
0:::
Q)
C
:J
Q)
....,
Q)
-l
Q)........c
,oC......
ro Q) :J
OEo
.~ t CI)
Erol.!)
ro a. I'-
.- Q) I.!)
20C"J
L...
Q)
ro
S
>.
C
:J
o
o
C
o
"-8
Q)
C
C
o
o
L...
Q)
~-l
~LL
>.;>,
CC
:J:J
00
00
Q)Q)
'0 '0
roro
00
...!.......!...
EE
.~.~
22
N
Cl...
'<:t
o
'<:t
o
o
N
o
o
C"J
ul
.::s:.
L...
o
S
.~
:0
:J
Cl...
4-
o
C
Q)
E
L...
ro
a.
Q)
o
'<:t
C"J
...-
C"J
C"J
ro
UlQ)'O
Q) :J .;::
:OcO
roQ)U:::
(9~ -
_ ul
ro C Q)
L...o:O
oO)ro
Oro(9
4- L...
o<(ro
>.I.!) L...
='=COO
ONO
ul
Q)
U
S
L...
Q)
CI)
0)
C
.;::
Q) ro
Q)'O
c';::
.- 0
0)_
CLL
W _
.~ ~
~:o
L... ro
1-(9
roro
5 0
'(ii 0
ul 4-
Q) 0
'Oc
o:u
C"J
Cl...
I'-
o
'<:t
o
o
N
I.!)
N
ul
.::s:.
L...
o
S
.~
:0
:J
Cl...
4-
o
...... Q)
a5.~
E L...
tOC"J
roCC"J
o.ro...-
Q)UC"J
0';:: C"J
Q) ro
....: E '0
E <( .;::
.~ c.2
2 roLL
4- Cl... ....:
00 E
>'0 ro
o~~
ul
Q)
'6~
:J._
...... L...
CI) 0
O)u:::
C ._
E E
ro .~
02
.~'o
:t=>.
ro......
.:=u
'<:t
Cl...
I'-
o
...-
o
o
N
o
I.!)
Q)
>
.;::
o
L...
Q)Q)
c~
..cQ)C"J
uOC"J
roC-l
~.QLL
c~
E Q) U
ro > ro
.- C Q)
20(0
4-0
00 E
~R.~
0...-2
6 ro
u:g
Q) 0
'5U:::
o ..c-
fl ~
ro Q)
0(0
c 'E
6.~
02
U4-
:E 0
roc
.:=u
I.!)
Cl...
I'-
o
I.!)
o
o
N
o
o
C"J
'<:t
t5
.;::
en
o
C
o
~"'O
ro L...
~ ~
a. ~ Q)
Ul:JO
COC"J
ro(OC"J
,:=_C"J
4- .~ ro
02:Q
cQ)o
Q)E-
EELL_
tO~
roOro
0.......'0
Q) ul L...
OQ)Q)
ros-g
:Qo~
L...o~
.2'<:t~
LLC"JLL
'<:t
5S?
._ L...
men
150
0.1-
Ula
~o
.:=LL
ro-E
(fifl
c-
Q) ~
(9C
Q) 0
'00
] .~
.g .~
cn1U
oU5
co
Cl...
I'-
o
N
q>
~
...-
o
o
N
:>
w
a:
'"
w
C)
<l:
a..
~
'"
N
:2:
0::
o
LL
Cl
0::
<l:
Cl
z
<l:
I-
ul
o
L{)
o
co
...-
C"J
C"J
ro
'0
.;::
o
~u:::
C -
~Q)f5
- > ro
.!!?<(Q)
>.Ul(O
C .~ ul
3'5~
Cl)0.!!?
'OR ~
>'0 C
='=co:J
O...-CI)
ul
Q)
U
.:;
L...
Q)
CI)
0)
C
.;::
Q)-l
~LL
. 6> ul-
C Q)
Woo
ul-
:J >.
o C
Q) C
C :J
roCl)
= 4-
Q) 0
.~ c
2U
I'-
Cl...
co
'<:t
o
.
.
I
.
I
.
I
.
I
.
I
.
I
.
I
.
I
.
.
.
I
.
I
.
I
~ >-
· ~co
I ..c LO
. .QJ..--
I_I~
. ~ .~ ro
I C3.~:Q
. ~O 0
.000EU::
:::J _
'+-0-
IOU) ~
. ~~ C3
I ~ LO ~
.5::=0::
.
1
~
.
I
.
.
.
I ro
. :g
I U) 0
. Q)-
._ LL
.12 u5
U)Q)
10>C3
. C Q)
I'E .~
.ro~
100
.~~
I ro ~
.~5
100
.
.
I
~
~
~
~
~
.
..--
o
o
N
o
0...
,....
o
('f)
o
o
N
o
o
o
.~
U)
13
.;::
U5
o
C
o
~
.....
o
0..
U)
C
~ Q)
f- :::J
'+- C
OQ)N
->,....
c<(..--
Q)..c('f)
E-('f)
t;=rn
ro..--"O
0.. .';::
Q) S 0
o . u::
ro Z .-:
:QoE
..... 0 ro
00,-
u::..--~
C
0>
'(jj
Q)
o
'Q)
Q) >-
.....-
- C
U) :::J
..c 0
li)0
N Q)
_"0
U) ro
Q)O
~.J..
E E
o.~
z~
(J)
0...
co
-q-
o
N
o
o
N
o
o
LO
Q)
>
8('f)
C('f)
ro..--
U('f)
.;:: ('f)
Q) ro
.- E"O
E <( .;::
.~ c.2
~roLL
'+- 0... .-:
00 E
>-0 ro
~ L() .-
G('f)~
0>
C
.;::
Q)
Q)
C
0>
C
W
C
o
U
:::J
.....
U5
C
o
o
ro
.....
Q)
C
Q)-1
<.9LL
E E
.~ .~
~~
'+- '+-
o 0
~.~
00
o
0...
..--
N
o
co
o
o
N
o
o
,....
LO
..--
('f)
>-_ ('f)
ro Q) ro
O)~"O
0-'-
~ U) 0
Q)"OU::
E ~ -
roL01U'
0..."--0)
'Os.9
Q)U)'Q)
0>0 E
~LO-
=(J)ro
>000...
.9
'Q)
E
ro
0...
'+-
o
Q)
0>
ro
5
U)
Q)
U
"5
.....
Q)
U)
0>
C
.;::
Q)
Q)
C
0>
C
w-1
ULL
:E -
ro >-
..... ro
f-O)
..--
..--
0...
,....
o
N
o
o
N
o
o
o
N
-
E
0>
~
Q)
U
.....
:::J
o
U)
Q)
D:::
ro
C
Q)
E
C
2'Q)00
"5~~
C-('f)
WU)('f)
'OU5ro
c~~
Q) ..2
ESLL
~z'g
g-::= .~
o..--~
-1
LL
>.
C
:::J
o
o
Q)
"0
ro
o
.J..
E
.~
~
c
Q)
E
Q)
0>
ro
C
ro
~
C
.Q
13
2
U5
C
o
o
N
0...
..--
N
o
('f)
o
o
N
o
o
LO
c
Q)
E
.....
ro
0..
Q)
o
U)
~ Q)
..... >
o .-
SO('f)
UC('f)
=ro..--
.oU('f)
:::J';:: ('f)
o...Q)ro
.- E"O
E <( .;::
.~ c.2
~roLL
'+- 0... .-:
00 E
>-0 ro
.... L() .-
G('f)~
'+-
o
.~
o
0>
C
0>
"0
Q)
.....
o
c
.QJ
U)
Q)
o
>-
ro
~
"0
ro
o
D:::
.....-
Q)
~
Q)
U)-1
06LL
2 'E-
ro ro
s~
('f)
0...
co
LO
o
-q-
o
o
N
o
o
('f)
c
Q)
E
.....
ro
0..
Q)
o
U)
~Q)
o .2:
SO('f)
UC('f)
.- ro ..--
.oU('f)
:::J';:: ('f)
0... Q) ro
'E ~:g
.~ c.2
~roLL
'+- 0... ._-
00 E
>-0 ro
o~~
-1
LL
E
.~
~
'+-
o
.~
o
c-
~
:::J
U)
C
o
o
c
o
~
C
"0
.....
o
o
o
.~
:;::;
:J
-q-
0...
..--
..--
..--
-q-
o
o
N
o
o
co
c
Q)
E
.....
ro
0..
Q)
o
U)
~ Q)
0.2:
sO('f)
UC('f)
=ro..--
.oU('f)
:::J';:: ('f)
o...Q)ro
'E ~:g
.~ c.2
~roLL
'+- 0... .-:
00 E
>-0 ro
o~~
-1
LL
E
ro
~
'+-
o
.~
o
U)
c
Q)
E
Q)
>
o
.....
0..
E
U)
Q)
:e
c
c
:::J
E
E
o
o
LO
0...
00
,....
o
LO
o
o
N
o
o
LO
c
Q)
E
.....
ro
0..
Q)
o
U)
~ Q)
..... >
0.-
SO('f)
UC('f)
=ro..--
.oU('f)
:::J .;:: ('f)
o...Q)ro
.- E"O
E <( .;::
.~ c.2
~roLL
'+- 0... ._-
00 E
>-0 ro
.... to .-
G('f)~
'+-
o
~
G
c
o
~
>
.....
Q)
U)
.0
a
06
0>
C
.;::
Q)
Q)
c
'OJ
c
W
c
o
:;::i.....J
gLL
..... -
U5 'E
c ro
0.-
o~
co
0...
..--
N
o
-q-
o
o
N
o
LO
N
c
Q)
E
.....
ro
0..
Q)
o
U)
~
.....
o
S
.~
:0
:::J
0...-00
~~N
C""'''--
:::J-('f)
0U)('f)
OU5ro
Q) .!::: "0
"0 LL .;::
ro ..2
OSLL
'E z.g
ro ..-- ro
~;:~
Q)
"0
ro
o
.J..
E
.~
~
U)
Q)
U
.:;
.....
Q)
U)
0>
C
':;"
Q)
>
.....
:::J
U)
"0
C
ro-1
-1LL
~~
Q) c
C :::J
Q) 0
<.90
,....
0...
N
o
-q-
o
o
N
o
o
LO
.~
U)
13
.;::
~
o
C
o
~
.....
o
0..
U)
C
~ Q)
f- :::J
'+- C
OQ)N
->,....
c<(..--
Q)..c('f)
E-('f)
t;:ro
ro..--"O
0.. .-
Q) ~ 0
o . u::
ro Z ._-
:QoE
o g.~
u::..--~
co
13
.;::
U5
o
f-
a
o
LL
U)
Q)
U
.:;
(j)
U)
0>
C
':;"
Q)
>
.....
:::J
U)
Q)
"0
.::::
13
.;::
.~
o
00
0...
N
o
..--
N
q>
~
LO
o
o
N
:>
w
n::
<0
w
C)
<(
D..
v
III
N
:2:
a::
o
u..
c
a::
<(
c
z
<(
I-
en
o
LO
c
Q)
E
.....
ro
0..
Q)
o
U)
~ Q)
0.2:
SO('f)
UC('f)
.- ro ..--
.oU('f)
:::J';:: ('f)
o...Q)ro
'E ~:g
.~ c.2
~roLL
'+- 0... ._-
00 E
~o ro
G~~
-1
LL
E
.~
~
'+-
o
~
o
0>
c
-;::
Q)
Q)
C
0>
C
W
~
5
Q)
U
ro
't:
:::J
U)
.0
:::J
U)
(J)
0...
..--
..--
..--
.
.
.
.
.
.
.
.
.
.c
Q)
.~
CIl
eg-
o
.w
.~
.-g
CIl
.w -g
10 0
.SO::
.c~
. C :J
:JQ)C'?
O'C'?
eU~M
Q)..c:C'?
.-g:;-1
ooLL
.'E ~ 'E-
CIl""" CIl
.- l{) .-
.~C'?~
N
o
o
N
o
N
.
.
.-
C
.~
.~
Q)
.0
L... CIl
Q) "0
.~ 'g
C/) u:::
.~ -
L... m.c
.Q)l{)C
-co:J
CIl:t:l: 0
.ScU
Q) 0 Q)
"0:;:;"0
.CIlCllCll
0......0
I C/) I
.'E E'E
.~ :J .~
.~o..~
o
.N
.
. 0..
.
.
. ~
I 0
.
.
C'?
o
o
N
l{)
C'?
c
Q)
S
L...
CIl
0..
Q)
o
L...
Q)
~
Q)
C/)
"0
C
CIl
L..."O
Q) CIl
...... 0
CIlo::
S Q)
.cc
C :J
:JQ)C'?
O'C'?
UQ).,..-
-1C'?
Q)..c:C'?
"0......-1
~6LL
.2.. C/) ._-
El{)E
CIl""" CIl
.- l{) .-
~C'?~
c
Q)
E
L...
CIl
0..
Q)
o
L... CIl
Q) "0
C/)~ 'g
u:::
~ -
L... L() .c
Q) C'? C
.......,..-:J
CIl:t:l: 0
ScU
Q) 0 Q)
"0:;:;"0
CIl CIl CIl
0......0
I C/) I
.- 0..--
E E E
.~ :J .~
~o..~
.,..-
N
0..
CD
(j)
o
N
o
o
N
N
C'?
c
Q)
E
L...
CIl
0..
Q)
o
L...
Q)
~
Q)
C/)
"0
C
CIl
L..."O
Q) CIl
...... 0
CIlo::
S Q)
.cc
C :J
:JQ)C'?
O'C'?
UQ).,..-
-1C'?
Q)..c:C'?
"0......-1
CIl:JLL
o 0
.2.. C/) ....:
El{)E
CIl""" CIl
.- l{) .-
~C'?~
c
Q)
E
L...
CIl
0..
Q)
o
L... CIl
Q) "0
~ 'g
C/) u:::
~ -
'-0).0
Q) .,..- C
......CD:J
CIl:t:l: 0
ScU
Q) 0 Q)
"0:;:;"0
CIl CIl CIl
0......0
I C/) I
.- 0..'-
E E E
.~ :J .~
~o..~
N
N
0..
CD
(j)
o
N
o
o
N
-q-
-q-
c
Q)
E
L...
CIl
0..
Q)
o
L...
Q)
~
Q)
C/)
"0
C
CIl
L..."O
Q) CIl
...... 0
CIlo::
SQ)
.cc
C :J
:JQ)C'?
O'C'?
UQ).,..-
-1C'?
Q)..c:C'?
"0--1
CIl:JLL
o 0
.2.. C/) ....:
El{)E
CIl""" CIl
.- l{) .-
~C'?~
c
Q)
E
L...
CIl
0..
Q)
o
L... CIl
Q) "0
~ 'C
Q) 0
C/) u:::
~ -
'- l[) .c
Q) N C
......CD:J
CIl:t:l: 0
ScU
Q) 0 Q)
"0:;:;"0
CIl CIl CIl
0-0
I C/) ,
.- 0..'-
E E E
.~ :J .~
~o..~
C'?
N
0..
CD
(j)
o
.,..-
o
o
N
,.....
(j)
.~
C/)
t5
'C
en
o
C
o
2
L...
o
0..
CIl
C
CIl Q)
~ :J
'+- C
OQ)N
......>,.....
c<(.,..-
Q)..c:C'?
E......C'?
t;::ro
CIl.,..-"O
0.. .-
Q):> 0
o>:u:::
CIl z ._-
~oE
o g.~
u:::.,..-~
C
o
U
Q)
0..
CIl
C
CIl
Q)
L...
:J
t5
:J
L...
iJ5
CIl
C
.Ql
C/)
Q)
"0
.~
t5
'C
.~
o
-q-
N
U
.,..-
N
o
N
o
o
N
o
o
C'?
>.
()
C
Q)
OJ
<(......co
:t: ~ N
CIlL...""-
c......C'?
CIlC/)C'?
~enCll
~, .!::: "0
-D LL 'C
CIl ..2
OSLL
'E Z 'E-
CIl""- CIl
~~~
CD
N
co
rY.
C/)
o
~c
o C
CIl :J
C 0
Q)U
x Q)
W"O
_ CIl
'-0
~ I
e 'E
- CIl
Q).-
~~
l{)
N
0..
,.....
co
o
.,..-
o
o
N
o
l{)
N
.~
C/)
t5
'C
en
o
C
o
~
L...
o
0..
CIl
C
CIl Q)
~ :J
,+-C
OQ)N
- <(> ,.....
C .,..-
Q)..c:C'?
E......C'?
t;:ro
CIl.,..-"O
c... ."L:
Q) S 0
o .U:::
CIlZ....:
~oE
o g.~
u:::.,..-~
Q)
OJ
C
CIl
..c:
()
ID C
c OJ C
- C :J
CIl'- 0
Q)CU
"OQ)Q)
CIl~"O
6sCIl
CCIl9
Q) 0..'-
:QE~
o CIl.-
(')o::~
CD
N
0..
CD
-q-
o
N
o
o
N
o
o
N
L...
:J
o
LL
t5
'c
Vi
(5
C
o
~"'O
CIl L...
trn
o >
o.~ 0)
(J):JO
coC'?
~ co ~
1---
_.~ rn
0<">'0
+-' w.C
a5E.Q
EE~
tOal
rnOm
0._'0
al (J) L...
Oalal
rn$:-g
'0 rn
'cg...J
o~ .
LLC'?LL
OJ
C
E
.Ql
-1
"0
C
CIl
OJ
C
~
L...
C CIl
.Q~>.
Ucc
:J Q) :J
'::'EO
~Q)U
o>..c:
() CIl ()
Q) 0.. CIl
0:: -Q)
o ~co
or 'c E
0:: .Ql co
C/)C/)o..
,.....
N
U
CD
-q-
o
N
o
o
N
o
N
N
L...
:J
o
LL
t5
'c
Vi
(5
C
o
:';::;"'0
rn L...
trn
o >
o.~ 0)
(J):JO
COC'?
~co~
1---
_.~ rn
0<">'0
L... .-
_alL...
cE.Q
al LL
E E -
toal
rnOm
0._'0
al (J) L...
Oalal
rn $: -g
~oCl1
L...o~
o~ .
LLC'?LL
OJ
C
~
.Ql
-1
"0
C
CIl
OJ
C
~
L...
CIl
~>.
CC
Q) :J
E 0
Q)U
>..c:
CIl ()
>o..CIl
o oi~
I.~ E
~ .Ql CO
...!..C/)o..
CO
N
U
CD
-q-
o
C'?
o
o
N
o
l{)
,.....
.~
C/)
t5
'C
.~
o
C
o
~
L...
o
0..
CIl
C
CIl Q)
~ :J
'+- C
OQ)N
......>,.....
c<(.,..-
Q)..c:C'?
E......C'?
t~ro
CIl.,..-"O
0.. .-
Q):s: 0
o .U:::
CIlZ....:
~oE
o g.~
u:::.,..-~
CIl
Q)
(/)E
C :J
o 0
nU
Q) Q)
0..0
CIl L...
C C
- 0
Q)~
.g'"O
.- C
cDCIl
Q) Q)
"0"0
'- CIl
~O
...... I
() .-
'C E
en .~
O~
(j)
N
0..
.,..-
N
o
N
o
o
N
o
o
N
L...
:J
o
LL
t5
'c
Vi
(5
c
o
:;::;"'0
rn L...
trn
o >
o.~ 0)
Ul:JO
COC'?
~co~
1---
_.~ rn
o~~
_alL...
cE.Q
al LL
E E -
tOal
rnOm
0._ '0
al (J) L...
Oalal
rn $: -g
~oCl1
L...o~
o~ .
LLC'?LL
C
o
~
.0
CIl
..c:
Q)
0::
"0
C
CIl
C
o
~
L...
o
en>.
Q)......
0:: C
........ :J
0:: oi 0
C'?CU
-'(3 Q)
<( CIl.-
.,..-t:()
<(:J:J
r CIl-1
O::Q)~
C/)O::C/)
o
C'?
0..
CD
-q-
o
N
q>
~
,.....
o
o
N
-q-
N
>
W
lY
l'-
W
C>
<(
D..
'<t
It)
N
::iE
0::
o
u..
o
0::
<(
o
z
<(
I-
CIl
Q)
10
o
'c
0..
<(
n.
>
QJ
.2:
"5
()
QJ
x
W
W
n.
....:
-,
o
VJ
c
.E
<(
o
'0,
Q;
CI).
Q)
+::
f=
"0
C
CIl
Q)
E
CIl
Z
"0
Q)
0..
>.
I-
CIl
t5
~
'+-
o
C
Q)
E
Q)
10
en
.!!?
OJ
c:
'0
OJ
Q)
.E
Q)
..c:
l-
N
.,..-
u
r
o
~
:J
10
C
.Ql
C/)
.
.
.
.
.
.
.
.
.
'.
I
i.
I
.
I.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
CIJ
:c
~
.~
Q..
c..
r-- ~
8==
N
"0
CIJ
~
~
c..
CIJ
~
~
CIJ
-
~
Q
~ 5
NQj
.;:: .!:l
0....:(
<( ~
.c
CJ
]1
.9-
.c
'"
~
CIJ
I:
:::
o
.....
o
0\ CIJ
00 c..
0\.0
,::.
.c:j
CIJ
c..
Vl
~
s
~
~
-
I:
CIJ
:!i"O
~ CIJ
~.c
'"
~ ....
~:c
>-~
'"
N~
u
=
-
'"
'"
<IJ
...
'C
'C
<
'"
CIJ
.....
eo:
....
CJ CIJ
o ::I
~ =
~~If)
~':11 < "'1'
~"tl -
.5'N ~
eo:~
~ .....J
rJ.l~~
= C15 ...:'
eo: E
.- If) eo:
== M .~
~~~
'"
'"
<IJ
=
'r;;
=
co
---
<IJ
a
~
z
a
...
~
...:
Q-
~'-
<~
Q~
z=
<0
~'-
..,.;
....l
~i
1111\
~1
'"0
<l)
,....
~
0
0 '"
.;:: '"
CIJ
0 I:
.5 'r;::
~ ::l '"
i:Q '"
I CIJ
I:
,.... "0 'r;::
.9 CIJ
ell ::l
(;l ~ i:Q
-
.... I: "0
0 '"
e- '" ~ CIJ
<IJ .. I:
0 I: "0 :::
u 'r;:: ~ 0
'"
::l Q I
i:Q I:
~
- - S
-; -;
S S 0
Vl Vl ~
-< ~ u
[] [] []
'"
a.. ~
CIJ ...
CIJ ..
= a..
... CIJ
ell Vl CIJ
= "Cl.::
~ CIJ =
1_=
.... = =
<.1- 0
.! ~..
:aCl::t;
<.I "Cl CIJ
a.. = ::I
<=0'
"0
CIJ
.c
.:!l
:c
~
-
'"
~
-<(
'" ---
l::"Z
~
CIJ
>-
"0
I:
~
-
'"
'-'
CIJ
S
~
z
<IJ ...
<.J I:
'= ~
.... c..
o S
o
u
...,
...
~
:a -=
.~ QJ
.c ~
= ~
en~
... ~
o CIJ
~ E
;; 0
... ~
co ~
DlFl
....
=
~
c..
e
0
u
-
=
<IJ
...
~
Q.,
[8]
...
.;:
.~ ;;.
'B =
eo:
- ......
's . -: <r:
.c ;...---
= =z
en eo:
..: 0..
- e
0
u
.....
=
CIJ
l.
eo:
Q.
......
0
CIJ
E
eo:
Z
If)
N
~
Qj
I:
I:
o
'"
~
CIJ
~
-;
-
o
r-
~
t-
-
.:
o
'';:
CJ
I:
~ ..:
o CIJ ...
.c CJ ~
c.. I.: ~
CIJ ..... S
Qj 0
t ~.c 'g,
~~o ~ ~~
.... N I ~ .!:l
r--- Q)
..9~ CIJ CJ
---I: I:
CJ -q- If) I: 0
~A~ ~ ...
~;g'-'~ "2
Uc.---~ ;;;0
0___00 \O~
:_~ZO~~
-; [J'en CIJ : d-, ~
.~ ~ J: ] ~ ~ .c
.S ~ <l) c.. N - ~
~o...UCIJo::OCIJ
~--->Qj~~~
o r- -q- ....
:::u..i---QJ-q-~8
r- 0..: .5 "t; V):-g
I: .~ii5os~
~C;;>___~_...
f .~ Vl .c. '-' ~ ....
~ ;;~:,...\ U --- --- Q..
... ~ '-< ro ...c: .c:j
~ 0 --@ ;,; '"0 g .:!l
':'2 5 ~ .~ &l ';.
o<l)...oI.:G:E.!:l
I: ~ <l) .....
.....<r:oo----roQj
o _ _ - .,-E:: 2
:!i-N~ UlO
S :!i .~ ~ ~
~ ~ ~;> CIJ
Z ~ ~
~
r...:
-
.~
-;;
'<:i
<IJ
c..
en
'"
- -
-= ~ = 0
u .- ~ .b
<IJ ... =
~ 0 = 0
ell'Ogu
== .- u ......
.;: Ee <.J =
<IJ ~ < <IJ
~ -,0 ~i E
.- = .":: =
OJ).~ := ~
~~;5Cl
-I~I~I-IIII
-;; '"
= ~
o <IJ
"Os; ~ CI; C
QJ '- s.... .~
e::: '" <IJ <IJ =
=~ 'E~ ...
'" ~ <IJ :>._ =
~ .c .S ~ .... ~ .:=
-= ... ell <IJ = ,~, _
c..:::l=<lJo- ~
~ ~.S 0,= - r.I'1 ......
..... ell~~"''''
ell~...=<.J"'OO
o <IJ ......,=.8 ?;'",
= =,;3 .- <.J - =
~ = ._ '" <.J = ... ~
~.!;=S~.b;~
OQ.,enenenenen~
III1111
'"
'" ...
_ <IJ
'" <.J <IJ
s.... r.I'1 ~.:: r.I'1
t ... .- ell ...
= ~~=t
'5iJ ell ... ... =
:: ~ or;; ~ ~ .-
...", "'<IJ<IJ~=
- ... ... '5iJ Cl c...~ ...
~ B .~ 0 s.... ~ ::
.- ~ ell '0 0 '" ~ =
t: a ..:= ... .;: 'C ~ .-
<.J .- 0 'C <IJ = <IJ =
QJ~CIJ~c~~;;
w...Co-'::I:_....J~~
I I I II I I
'"
...
o
-
'" <.J
... <IJ
<IJ c..
<IJ '"
= '" =
QJ O6iJ s.... ........
.~ <IJ =
~ ~ ~ .:= '"
,: ~ - "Os; t: ~ ~ .'E
.~ ~ i3 ~ E e .~ e
.S .~ Os _ ~ ~ ~ g
e ~ <IJ 'S: = ~ 0 0
'C ... -= ._ 0 ... <.J <.J
<<UUUCl......
~I I It-I-IMI I
00
x
UJ
0
~
'"
"
"
u...
'"
"
u
'E 1 .s ~
" 0 0 .2 [;
Vl 0 0 g
~ 0 0 0 .i:
0 cO cO 0 51
.~ 0 V) 0 N V)
cO '" V) Vl Vl Vl
0 Vl Vl Vl .9 .9 .9 c
<2 .9 .9 .9
c Vl .9
ct .g 0 0 0 .9 .9 ~
0 0 0 E
'- c; 0 c; E
c cO
'" 0 0 0
a'J '" 0 V) 0 '" V)
" N V) Vl
~ ....l Vl Vl Vl Vl Vl Vl
(; N V) ..0 ,...: 00
~ M '<t
'"
CIJ
CIJ
~
-
CIJ ~
CJ CIJ
'S: .!:l
~ S
CIJ =
Vl I:
-; ~
I: CIJ
0"0
'r;:: I:
",-
~t:
o CIJ
~ '"
~ I:
.....-
0'-'
>. -0
~ CIJ
e .~
s ~
= CIJ
VlO::
0\
l"l
o
o
Z'M
'"
...
'=
...
~
<IJ
...
-
=
<IJ ~
<.J 0
<IJ 0
.: M
'"
o
e
'-"
'"
...
~ on
>- g
on M
-
'"
~
....J
M
o
o
M
'-0
'-0
'-0
'-0
'-0
o
o
M
'-0
t/;
ro
v
t/;
....
v
>
o
OJ)
to:
;;
;:l
U
.5
,.;J
....
o
~ ~ *
u C; -t:
r::: ~ 0
c .~ ~
Ot;to:]
u (lJ .~ ~
e a ~ ~
~ .g <2 .~
v ~ \-, ~
w... ~ ~ t/;
~ 0 0 E
.;:: w:
o '4: '4: *
D
v
....
v
-=
~
u
v
-=
u
V
u
to:
V
'C
V
c..
><
v
-
u
;:l
rrJ
'5
o
-5
.~
'5
.r:J
,.;J
....
o
:::
to:
OJ)
'v
....
<2
.5
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
'"
QJ
QJ
UI-.
;z ~
- 0
~
o
00
w
f-
<
-
U
0,-
rJ) 0 '"
rJ)~.....
<~~
~ E E
=~
~Z;
<
~
rJ)
;Z
<
-
..:l
-
::;
'"
QJ,-..
QJ '"
I-.~
~;~\C;
E=oo"""
0.s:::~
~
05
E-<
'-
o '"
~ .....
QJ ~
.c ...., or. 'C
E E
=~
z;
QJ
'0 ...". l()
0__
U --
QJ
i;:
o
Q: t:'~~8~N;;)~
___NNNNN
'"
QJ ,-..
QJ '"
1-.'0
~;"""l"'lNl"'lt-OC:
O"'-O~" 'l"'loo
0~;;~;:;;~~~~~
...._N'CN...".N
~.....
... .::
~'-'
'-
o '"
~ .....
QJ ~
..c .-' ~ ~ ~ ... l'- ~ ... ...
E E
=~
z;
QJ
'0
o
UooN'Ct-O\...".t-O\
QJOOO\O\O\O\ooo
i;:OOOOO.........
o
~
~
~8;:-MM~InG'
.... ... ... ... ... ... ...
,-..
'"
'0
=
~
'"
=
o
.c:
~.....
oS
E-<
0\ ...".. 'fl 'C.
~gc;...".ooNN~O
-ol()'COOorioo
-:!:l"'l~'Cl"'ll()l"'l
Nr-r-~::1"""'I""-N
QJ
'0
o
UN"'O\l"'l'CNl"'loo
QJ;;~~~;g~~6
i;:
o
~
~
.-....,-.....-....-....-...--...-...,-....,
"'Nl"'l"""l()'Ct-oo
:0-
QJ QJ
..... .....
~ ~
Q E
== .,0
o '"
'.0 W
QJ ~
'C..o
5~
o =
u'U
~
..:.:';l
~'O
o =
~ ~
'- =
o 0
......c:
'" .....
us
.~
'" b
'" '"
~ 6
:g C
-< v
'0 ~
= ell
~ ol
QJ .:
5 ol
~ :::E
Z iJ
~ 't;;
~ ~
:: ol
O:g
o
~
..<:: -
~ 0 ~
cJS~~
-o......l
Oll-l-o
o.d
0::: u
.c ol
:::l v
-o::l
u 5
3c;
00...
Ci:l
...".
o
o
N
t-
o
0\
'-D
o
...".
r')
r')
= C
.:: t:: v ......l 1-1-0
..... 0 E 1-1-0 '-
~ fr 2:l . 0
00:::8 C.:
..J .: C/l 3 .g
-g .s g 0 ~
~ 't;; 0.. u.2P
QJ c E ..<::.';:: .~_
5 vE""-6'~:::E-
~ ~:::l v ^~ C/l
Z~cVio::l"Q:!:
aV>.EcO
~ .... E.,;:: c; 8 ~
'0' u g :E 0... '" ol
~ V .....-..<:: "'......l
~ ..,.....;; '" t:: v 0
2.: g:; 0.EJ-
0... IJJ 1-1-0 Z '-'. .5
~
r- r- 0:::
. . . r.:.l
~U~_
~ ? ~
QJ QJ
i;:'O
o 0
~U
u
r')
r')
o
...".
0\
0\
o
'-D
t-
0\
0\
00
0\
0\
00
r')
o
l/')
'5.
v
o
c;
c c
v v
E E
.: 0 0..
o r') 0
.~ ~M ~
.: 2: r') v
1JJ~......l0
'- IJJ I, -0 ....
00........:0
C ~'s ~ cl:
v .: ol =-0
E V .- .- ';:..,
~ ~:::E a
~ fr2~O: ~g
r') 0 ol .: .- v r')
r') v:::E v 5 > r')
......l -0 ..;:.~-<
1-I-o.8~N:::ENt:
>..~ ~ :> '- ~ '5-
~Eg?OC/l
-0 ol ",C/l >....". ol
~~~~8~~
>.
.:
ol
0..
E
o
u
.:
.g
gu
",t-
.:t-
~~
olO
"V 00
0;:::'
c;
'"
o
0..
'"
6
......l
1-1-0
:>;N
c-
:::l
o
U
v
-0
ol
o
I
's
.~
:::E
0...
r')
r')
o
....
v
C
~
0...
v
>
o
....
ell
.:
ol
:::E
C
.9
't;;
o~
z:.o
'" ;;:l
-gC/l
~ v
~ .5
"V
.- ....
o 0
0.."<::
C/lC/l
v
-0
-0 ~ 'iij v
.: .S: ~ .5
~ C 0 "V
o..vO ....
~C/lCi:l 0
OJ Of.) ~
.5 .: .:
......l - '<:::.2P ......l-t:
1-1-0 ~ il) '" 1-1-0 ol
. 0 il) il) 0...
>. ..<:: .5 0 :>; -
~(/)gf(]J E8
:::l-t:1JJ ~ :::l..;::
Ool.': 0>.
U 0... tJ 'C;; tJ U ol
il) .~ .: .... .: il) o::l
-gt::Il.lOV-o-o
O:::l5ellE8Ol
I u ~ .5 ~ .~ ~
's ?> 2 -0 2 E v
ol t: 0...2 o..ol E
.- il) E U ......- 0
:::E 0 .... .5 ..:: :::E :r:
0...
0...
00
00
o
DC
DC
o
'-D
0\
0\
DC
r')
t-
o
o
N
'n
o
...".
c;
E ]
8 0.. ;;
.: ol il)
o U 0
....,-.. -0 Ci:l
] ~ ~ 0 .s
'- 1:5 .9 r') 't;;
0,-, c;E C
5.: 138 ~1l.
€8 ~~~......lg
ol v ;; o..~I-I-oU
g ~ ~ g ~ 0 ..;: 's ~
v :::E ~ ~ 's ~ -g ~ g
-g '" -< ......l .~ :!:! N . ~
9~NI-I-o:::E~:iC;0:::
'2 3:> ....; '0 > . 0 oj
"" o? E 2C/l~~
.~ '" C/l ol >. 0.....".
"'" il) r') :.:::: .';:: E ...". -5 ci
~O:::r')~U...."""ooC/l
.:
.9
't;;
.~
gf :.0
"C i3
~ C/l
.: il)
'51 .5
.: "V
1JJ......l ..........l
c;l-I-o..21-1-o
c~~;;,
il) .: .... c
E :::l ol :::l
.: 0 0... 0
2 U Il.l U
.: .;; ~ ~ v
.9 .: ol 0... -g
't;;1JJ0 vO
~ Ci:l.~ a'~
--EellE
:.0.- ol .... ol
;;:l >.- ol.-
C/lu:::E:::E:::E
0...
DC
DC
o
0...
DC
DC
o
N
o
o
N
r')
o
o
N
r')
l/')
l/')
...".
N
'-D
...".
U
"5
'"
6
N C
o V
...". E
2:l ~
.:; ol
C/l ;;
..: ~ :::E
Vo
:::r')
Vir')
oo......l
ool-l-ool
N .-0
-0 'C
~~cl:
88-5
'-D 0 :::l
l/'):r:cJS
'-D
o
...".
r')
r')
......l
1-1-0
..ci'
u
.c ol
:::l v
-o::l
U E
3c;
00...
....-0
il) ol
't;; 0
~o:::
-
'"
o v
~~
'"
c;
.:
ol
U
Z
o
o
'"
v
;.c:;
U 2
C/l
Ci:l
>..:......l C
.... .9 1-1-0 :-=
'C;; 't;; ;;,,.e t:
o l- ...... IJJ
'" .9 3 g:;..ci'
"V '" 0 1-1-0 u
'" Il.l U U ol
~ 0::: >..::: O:l
o -g .g .~ E
. olO 0..-
-< ~ .~ C/l ~
8'c;; E .5 -
_o..~'J;V'.:J
u~~&l~
U
U
N
0\
o
N
0\
o
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
:>J)
.S
o
:>l)
C
o
:>l)
I::
'0
:>l)
c
o
:>J)
I::
'0
01)
C
o
:>JJ
I::
'0
:>l)
c
o
:>J)
.5
o
:>J)
C
o
:>l)
I::
'0
00
c
o
:>l)
I::
'0
:>JJ
C
o
tr)
o
o
N
.q-
o
o
N
.q-
o
o
0J
.q-
o
o
0~
.q-
o
o
N
o
'-0
tr)
N
~
"n
r-
r-
'-0
o
0--
N
'-0
N
0--
N
.q-
tr)
0:
'-0
N
tr)
o
r')
o
.q-
0--
r-
o
0--
N
.q-
'-0
.q-
r')
"!
~
~
<;; <;;
c c
v v
8 8
I:: I::
o 0 Vl
.... .... ~
'-O]~ ]~ ~
o '- ~ '-0 ~ .~
.q-oe e ~
~E~ C.... :0 ~
V I:: V I:: ci:: ~
--g~gE gE ~v~
~"'8 fr~vg fr~~g:g~...J
..g a:; 0 I:: 2;:;;0 I:: 1::;:;;0 >i-L.
-co v~ V>r') v~ Vr')_<r: '"
u,,~ ,,~> el::V
I:: 8 C<:l Vl<r:...J C<:l Vl<r:...J 00::0
;::l<;;q ~Ni-L.O ~Ni-L.U ~C<:l
o 0.. .,... .... :> 'a'~ .... :> ....; '- ":l 0
_ to 8 g;:> l:<.... g;:> 8 O<l;<;;
o v .;:l Vl VJ C<:l C<:l Vl VJ C<:l >, tr) ....
~;3:::E~~~~~~~8~8
<;;
i::
v
8
I::
o
.~ ~ E
I:: ::E v
~cG 8
'-~ ~
00 C<:l
c'-' a
o..>c :E
8 ~ ....
~ ~ 0 ~
frC<:lv~:>
01::2 ;:>
C<:l v r') C<:l
~::E>~~
C<:lVl<r:_-
q~Ni-L.G:
'8 g;3:'8 ....
~VJ(/)l\S"5
~~~~a
i::
v
8
t
C<:l
0.
v
o
u
.t::
to
o
u
'5
Vl
o
u
'5
Vl
o
i::
v
8
v '-0
:>l) 0
C<:l .q-
I:: r')
C<:l r')
::E"...J
ti C<:l i-L.
o;o,..ci
:>eGu
;:>.DC<:l
C<:l ;::l v
"Oco
.~ ~ E
W:;::l<;;
00..
u
.t::
.~
o
u
'5
.~
o
u
.t::
."Z
o
i.
v
o
i::
v
8
v '-0
:>l) 0
C<:l .q-
I:: r')
C<:l r')
::E"...J
.... C<:l i-L.
v 0
O;eG"'8
;3:.DC<:l
C<:l ;::l v
,,-co
.t:: U 8
05<;;
W:oo..
...c: _
~ 0 VJ
Or')~
VJr');:>
i::
v
8
v '-0
:>l) 0
C<:l .q-
I:: r')
C<:l r')
::E"...J
ti C<:l i-L.
o;o,..ci
:>eGu
;:>.DC<:l
C<:l ;::l V
"Oco
.t:: 8
05<;;
W:oo..
c c
v v
ti 8 8
3: ~ ~~
~ ~ ~ ~
" C<:l r')C<:l
;; ::E"...J::E
~~\O~8~~
0; >.q- C<:lcG...c::>
;3:<r:-;3:.D~;:>
v~~.g.2O:l.g
--g :> ...J .t:: U "" .t::
""';:>i-L.ol::l:<0
...... W:;::l<;;W:
.!. VJ .,... 0 0..
'8 ~ 8 .s _ <;;: ...c: _ -
.;:l r- C<:l ;::l 0 " '5 0 ~
::Eg~a~~a~;3:
'-0
o
.q-
r')
r')
"...J
C<:li-L.
o,..ci
eG u
.D C<:l
;::l V
-co
U 8
5<;;
00..
r')
N
o
r')
r')
I:: v
.9 ;::l ...J
0; I:: i-L.
" v> Vl
I:: V
;::l <r: .5
&:~o..
v v
.5 ;3: "3
vVJ~
....~.D
000 8
...c:r-v
VJNo..
,...
;o~
a~;3:
,...
~;; ~
a~;3:
Rue
~ .~ ~ ~
I:: I:: .;;; 0: ~ 0.
...;:l ...;:l >; a:; I I:: g-
o.. 0.. ~ i-L. _ 3tiVJ
ti ti .... ~ t :>l)0;8
~ ~ ~ ::s ro c~ro
C<:l C<:l C<:l M V 0.. .,... v
:> ~ cG >8....
::E ::E ;:>.5 >, .~~tl
~.... ~i.... ...J~ E...J~...Ji:: "'8~~
I:: ~ .......,... ~ i-L. - 8 i-L. C<:l i-L.;::l ~...J v.;;>
E~ ~E~ ~~ ti~~ ~80.i-L.-::Vl8
1::8 I::l::e ....~UO"i::Vl i::...c:~,..ci~<;;~
.g~ g.go g]'~o~g~ g~I::~5~C<:l
> - U > - U 0 .,... U;:> U voW ,~ >, V
I::~ I::~ uo:~.. I~..CO'''''~~._=~
~ gr v~ gr ~____I:: 0::1-00 C<:l-o 80;.......- ......
'~'5gr~'~'5gr8~~~8~!8<;;~~~g~
C<:l v :..:::..!. C<:l v:,,:::..!. C<:l C<:l ~ ..!. :> 0--' ..!. 0.. 8 0.. 0. .... 8
COI::V8COI::V8U~:>l)8;:>>'8...c:v-~v-
'@)" C<:l '@)" C<:l to';;; C<:l0" C<:l to.Vl I:: - C<:l
NI::O.,...r-l::o.,...r')vv.,...~;::l.,...o""vo~~
u~::E::Eu~::E::EucGo::E~~::EZ3;3:u;:>~
v
~
C<:l
...J
v v V I::
0;;3:-5...;:l
;::l 0. '- 0..
<;;vo>,
> Q) r.r. $.,...,
~O<;;~
3'0518
>, I::...c: v
...J,,01!eG...J
i-L. 3'~ 0. >, i-L.
,VJN8~ .
"'8 >,~ 83"'8
l\S E ~ U if. l\S
0:l~::<r:~0:l
8 .~ ~ 3 15 8
<;;V<;;I::O-
0.. i-L. .;:: .2 "'8 0'::
~~~u~r.r.
OJ ::s ...... .9:; ~ OJ
;3: a 6:..:: 0;3:
N
~ 1::0
~ f- .,...
v VJo;
:>l) .. ;::l
e ~ .G' <;;
o ;::l >
...... Q) ..... LU
VJ Vl VJ Vl
$....0 ro l-o OJ
~ co I:: ~ ~
'5 I.S: e g ...J
CJ" >, 0; ...J f- ~"
<r:":>l)i-L. v~.......
v 3';:: 'I:: eG .
v VJ Vl ...c: .,... :-:"'8
.D valv.:::C<:l
O]>v:C<:lV
"'8o..~coa5;3:co
v I:: 8 I 8
~ Co<;;Or')<;;
o ~ :f:: 0.. ::E ...J 0..
~8"2Vl;3:...JVl
C<:lVO~i-L.~~
...JeGU;:>VJU;:>
<;;...c:
I:: ~
uO
- >,
v C<:l
~;3:
VJ<;;
Is ....
'n 0
NU
;3:"
Z ;;
:>l)
I::
'5iJ
"
v
~
i::...J
vi-L.
8 ~
:.a i::
v ;::l
VJ 0
I::U
g...c:
gpg
...J0:l
...c: ,...
t I::
0<;;
;3:0..
v,€
~ 0
jz
:>l)
.5
v
"
o
::E
...J I::...J
i-L....;:li-L.
~ ': ~
E ~ E
<;; <;; ;::l Vl ;::l
I:: I:: :>l) 0 C<:l 0
C<:l C<:l I:: U ~ U
uU ~
'@) V I:: V
U ~ ti"E --g .;;; --g
ZO::~""O~O
- ...c: 0 I....... I
V ~ -;;:; '8 0 '8
VlVlCC<:lOC<:l
a~u~0~
v1
~
~
<
-
U
o
rFJ
rFJ
<
~
Z
-
<
~
rFJ
Z
<
-
..J
-
:::;
U
u u
U
U
U
U
U
U
U
U
0..
N
0--
o
N
0--
o
N
0--
o
N
0--
o
N
0--
o
N
0--
o
r')
r')
o
r')
r')
o
r')
r')
o
r')
r')
o
r') r')
r') r')
o 0
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
'1"
o
o
N
00
'-0
'1"
u
"5
.~
o
'i::
v
E
v
01)
Ol
I::
Ol
~
...."0
V Ol
~ 0
~O:::
'-0
o
'1"
r<)
r<)
......I
I..l.,
..r::
u
.0 Ol
Ol ;::l v
"O~co
.>:; U E
o S c;
i:i:oo...
..c:
:; 0 ~
or<)~
(/Jr<);>
....
<8
>-.
"0 'fJ
;::l V
V1 ~
.... ;::l
v 0
~ ~
....0:::
;::l a'l f- ....
L..L.. ~ u ~
,--<:":::Ol
o 'i:: g ~
I:: v..):: I
.s E ~
~ >-. V)
;::l~:r:......I
c;,,""~-J
>f- I::IJJ
ulJJ~vul::
Z~~E:>o
- ~ ::: 1j;>';::
:;E~'7~
;>......c:-<c;
I..l., B I:: f- >
(/J(/JIJJ(/JIJJ
v
c;
u
(/J
en
~
f-<
<
-
U
o
1J)
1J)
<
~
Z
-
<
~
1J)
u
.
Z
<
-
~
-
::;
r<)
r<)
o
t)
'5
.~
o
r<)
o
o
N
'-0
'1"
t)
'5
.~
o
c E
v v
E E
~ '-O~
Ol 0 Ol
I:: '1" I::
Ol ~ Ol
~"O......I~
t)ceW-.ti
~ O...c ~
~~~~
~.2dl~
.>:; U E'>:;
oSC;o
i:i:Oo...i:i:
...c..-t;-5......u;
SOv;::lOv
a~~a~~
I::
>-. .s
.~ ~
:-;::: ;::l
:Sc;
'fJ >
a'l1JJ
I..l., 'fJ
U V
t.;:: ~
......I u g ......I
I..l., ~ [j I..l.,
..r::(/JO:::...
g .=: _ti ]
v 'fJ V
co Ol Ol co
E~~E
C; 0 I C;
o...~[jo...
~~~oo
v I..l., .2 v
~(/J(/J~
'-0
o
'1"
r<)
r<)
"0......1
Oll..l.,
o
0:::-5
.0 Ol
.2dl
U E
Sc;
00...
'i::
I:: V
.~ ~
Ol V
.... ....
Olf-
fr~
(/J _
'fJ Ol
:9 :::
o E
(/J B
---(/J
'i::"O
V V
E g
~ Ol
V >
...."0
f- -< I::
C; I .S
u U ~
'6 v ;::l
~ 'S~
octJi
U
r<)
r<)
o
o
o
o
N
N
'1"
r<)
N
t)
'5
.~
o
'i::
v
E
v
01)
Ol
I::
Ol
~"O......I
~Oll..l.,
~o...d
:> 0::: u
;>.oOl
Ol ;::l V
"O~co
.>:; U E
o S c;
i:i:oo...
..c:
S
o
(/J
....
~
I ;::l
>-. co .~
"0 'fJ Ol
.2~co
(/J Ol 0
.f'~ 23
j;.-- ~ ~
W::'fJIJJ:-;::;
, Ol . . :r:
..c:~CoE
g ;::::;.:: u
v ~ ro ......
CO'i::v[j
E v..<~
~ E
o:g"2o<j
.... Ol
~]~
U
r<)
r<)
o
'n
0\
0\
V)
0\
r<)
'-0
o
'1"
r<)
r<)
..- 00
o v
~~
~
:E
'Vi
Ol
v
I..l.,
---
01)
I::
.>:;
......I v
I..l., v
. I::
C01)
I:: I::
;::l1JJ
8c;
..c: 'i::
u v
Ol E
v I::
CO 0
.9- a .~
t:~c:
(/J0...1JJ
0...
r<)
r<)
o
t)
'5
'fJ
is
'i::
v
E
v
01)
Ol '1"
I:: r<)
Ol r<)
~"O......I
~ g I..l.,
:>O:::...d
;>.ou
Ol ;::l a'l
"00.0
.~ c: S
i:i:;::lC;
00...
..c:
S
o
(/J
V)
0\
0\
r<)
o
'-0
'6
.5:::'-0
-0
~~-
5b~
6(/J
_'1"......1
[j001..l.,
> ~..r::
..s a'l
c;
:i
-00-.0
OvUO
~~u~
'-0
0\
0\
00
0\
0\
t)
'5
.~
o
'i::
v
6
v
01)
Ol
I::
Ol
~
...."0
V Ol
~ 0
~O:::
......I
I..l.,
...d
u
.0 Ol
Ol ;::l v
"O~co
.>:; U E
d:sc;
00...
..c:
S
o
(/J
'-
I:: 0
.~ 'i:: o<j "0 .f'
.;;: 0 'i:: ~ U
;.a ~v...r"@
.g ~~~~
(/J [j6~
~01) 02'fJ'fJ'fJ
.~ 'fJ 'fJ
._5~~~v"" ......I[j
'E ~'-' ~J3 u...oo
w:: :9'~ -.:.'~ .~ -< .~ -.:. b 2 w::
'fJ....'i::~(/J~'fJ 'i::~1JJ
v v ;::l.- , Ol >-. ;::l U ...d
~ 0::: 0... 0 0::: _ .Sl c; 0 -< u
o _ c; U .- ~ ~ q U c; ~ a'l
U .5 'i:: v 6 ... ..c: <1:; 'fJ V I:: - co
- 0 v"O Ol iio...c;-c-g -....
~~g23~.s oE.2O:0 E<8~
.'::: 0 ..!.. '- ~.5 fr._..!.. g ~ 0...
~.;:: 6 ~ v a u 6 6 .....>- 0. Vi
.... ~ .~ - "2 Ol g .~.~ I:: 0. v
~1JJ~uo:::O::u~~lJJa~
....
>-.v
"0 :::
.2 0
(/J......I
U
r<)
r<)
o
o
V)
o
o
V)
i5..
v
o
-
o
N
'i::
v
6
0.
o
v
>
v
o
"0 ....
I:: 0
Ol 0
01)i:i:
.5 "0
a~
Ol '0
O::vr<)
, >-
.- -< r<)
6 "Or<)
.~ I:: ......I
~NI..l.,
'-~
o (/J '6
C '1" .~
u~~
0...
0...
r<)
r<)
o
r<)
r<)
o
01)
'2
'6
....
v
0...
o<j
o
o
N
00
0\
'1"
'-0
o
'1"
r<)
r<)
o~
~~
v
o ;::l
f-I::oo
......I~N
0..;-< ~
>"'" r<)
ON ,
U-w::
~ ~.g
v 0 Ol
C;o;.;::::
o...r<)~
r<)
o
o
N
'1"
0\
0\
":
'1"
~
o
r--
'i::
v
E
t
Ol
0.
V
0-<
1::.)..
.S 01)
';j:g
.;;: co
-< ...; 0\
>-.vV)
E ~;::;
gVir<)
U-5~
v '-0 .>:;
-gr<).s
0~1..l.,
..!.. z.....;
60 6
.~ o.~
~~~
... c;
S I::
a .~
Ol v
,-.., CfJ ...... r----
'i:: -< I:: .Sl .s
6v ~ :5 .g
"0... ---~O""
1::.... -.0_<8
Ol 2 23 0 I:: _
'i:: .;;: ......I e- B v'6 ......I
vJ:3 I..l.,--< v ~01)5 I..l.,
~"O >-.~gOlo... -.:.
[jl:: 'i::~~I:::> 'i::
'fJ Ol ;::l o.~ Ol ;> ;::l
~ CO,.;: r/) E C/) 0
"" .S U Ol 'fJ .... (/J U
to:~ vE-<~~-<v
.S - 01)"0 v >-. Ol ~_"O
~ to: .5 23 'i:: 23 ~ 0 ~ 23
:.a E b .~ ~ ~ ro :E ~ .!.
v ~'2 6 6 '3 :g ~ Ol 6
~ ~ 0 .~ .~ ~ 0 I..l., ~.~
o:::..s~~~o:::i:i:~-<~
U
r<)
r<)
o
U
U
r<)
r<)
o
r<)
r<)
o
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
bJ)
c
"0
~1J
I
C
o
o
"<t
"<t
E..
v
o
c
.:2
'i<l
v
.....
u
V
0:::
~
01)
C
o
01)
C
o
If")
'""
'""
is.
v
o
c
.:2
'i<l
v
.....
u
v
0:::
~
is.
v
o
c
.:2
'i<l
v
C/) ~ r.r; l-. l-. I-.
~] ~] ~ g
~w... ~w... O:::w:
>'-5 >.-5 ~ ..c
~"<t ~"<t "'~
3 ,00 3 ,00 ~ ,00
OOJ~ OaJ~ ~v~
u~,""u~,""o...~,""
~Vl~~C/l'""~Vl'""
CIl N...... CIl N.....J CIl N.....J
CZ~w...CZ~~CZ~~
E z's E Z E E Z E
.~ If") .~ .~ If") .~ .~ If") .~
~~~~~~~~~
v
u
C
CIl
C
v
C
'0;
~
~
.....
CIl .....J
';;; w....;;
~ ;>,0
15 c C I
E.:2 ;j ~
E 'i<l (3 ~
CIl.3 v 0...
cj::r:v-o-o
':7c0:::8~
~ ~ c.l. ";;
J:j;':::E~
~'u.~ <1J
~~~ r=
en
~
~
~
-
U
o
rJ1
rJ1
~
~
;z.
-
~
~
rJ1
u
.
;z.
~
-
...:l
-
:;
00
00
o
N
o
o
N
o
If")
'""
c
v
"2-g
CIl 0
00:::
0;;.....\0
u 0.) ~
"&"::: ("4")
28'""
t---o.....J
-o-w...
-0
:.a - 's
~o
'0; g; .~
w...-~
o
o
o
N
o
N
N
c
.:2
'i<l
v
.....
u
v
0:::
-0
C
CIl
'"
~ .
.....~\O
~~~
co...'l:t:
C U ..:
;j 0 v
o .". ~
u 6Vl
v ~""
-gc~
o V
I E ~
's ~ Z
.~ fr If")
~o~
N
o
o
N
o
o
If")
00
N
E..
v
o
c
.:2
'i<l
v
.....
u
v
0:::
~
o
o
o
N
If")
-
is.
v
o
c
.:2
'i<l
v
.....
u
v
0:::
"<l
VJ .....
~ 0
aS2
o...w...
>'-5
~"<t
3 ,00
ov~
u~,""
~U1('f")
CIl N.....J
9 ~ w...,
's z's
.~ If").~
~~~
o
o
o
N
"<t
o
o
N
olJ -0 vi
C C C v.
:.g vi CIlV d 4-< 'i<l ~
a ~ t:: E.~ 0 t) ;a
0... ::: .~~ n C w.....l ~
~ ~ ~CIl 2~ ~- ~v-;j
U CIl ....... ~ 'i;i - CIl CIl > 0. 'E- ~
C ::: bJ) C ._> ..... c _ ;;> v.
CIl '" cEo.9 v v
E c ~ c';: C U 0 bJ) ~ E ~ ~ ~ ~
.....J W E .....J ~ E .....J"g ~ .g .....J 0;; ~'2 0::: 5 .....J v ~ -0 .....J -5
w....-Vw...-oCll CIlCUw...'i;i~v I..... w...UCllCw...
;>, ~ 6 ,~~ w..., .a .~ 2 . g ~ .5 VJ ";; ;>, j ~ ~ ;>, :
VJ c ~ 5. co'" c E w 'i;i CUE bJ) ~ Jj c ~ > .~ c v
~;j4-<.530;;~ 3v .53 I ~c.....JoE~ ;jCll2"';j-5
coo ouu oO:::quo~oww... uO.....Joaoo
.: u -9 ~ ~ "S- ~ ~ ~ .3 -g ~ ~ 5.] .d ~ .;; vi ~ ~ u cO
C/l~__~_..... ~~C/lCll~v.5~~::r:0~~~oCll~~vi
bJ)CIlO~CIlt--~bJ)CIlO>'bJ)CIl~vEvc",._CIlo-oE8v
'E CZ >. bJ) 0 :3 0 .g 9 bJ) ~ .g 9 b bJ) C ~ ~ -g ~ CZ bJ) ~ ~.~ ~
E C E .5 's ~ S1'<;:: 's .9 ,e .~.;:: 6 ~ 2's v CIl C E C 0 E .....J
~i88~~~~~~~~~~~]~~~~~~~f~~
~
0;;
c
v
E
C
o
.....
.;;
C
w
0...
00
00
o
u
00
oc
o
0...
oc
oc
o
'""
'""
.....J
w...
's
CIl
~
VJ .....
~ 0
~..3
o...w...
>'-5
c"<t
;j ,00
ov~
u~'""
~Vl'""
CIlN.....J
9 ~ w...,
's z's
.~ If") .~
~~~
0...
oc
oc
o
u
00
oc
o
o
\0
"<t
-.i
-
-
E..
v
o
C
.:2
'i<l
v
.....
u
v
0:::
~
VJ .....
~ 0
~..3
o...w...
>'-5
c"<t
;j ,00
otl~
u~'""
~Vl'""
CIl N.....J
CZ~:.:
E Z E
.~ If") .~
~~~
u
0...
00
00
o
oc
00
o
'""
o
o
N
~
-
-
~ooo.
frN V
0;:;;0
c'"" c
.:2.....J E
'i<l w... 0.
~ ._ ..3
u E v
~.~ ~
~~o.....
. -0 0
C/) l-. t:: 0
~ 0 CIl_
CIl..3 bJ) w...
0... w... C""
~-5 'c M
c"<tC~
;j ,CIl;jO
otlCl:c'""
u ~ ._ v -
v ~ E > '""
-oC/lCll-<'""
CIl N'- .....J
o ~Nw...
.~ ~ 4-< ~ .,..;
EZOC/lE
.~ lr) .Q ~ .~
~~0~~
c
v
.... ~
C C
0.0
2~
~ ~
v ._
]0:::
0::: .9
~
.....
CIl
0... C VJ
~ 0 E
ucl::dJ
C ..... E
;j ~ v
~i:26
-0 .....
C ~ 0.
CIl ~ E
":0...
~ ~
~ E
u ....
u C
;j ;j
~.....J
4-<
o
c~
bJ)V
.- U
'JJ l-.
a~
0...
00
00
o
~j)
C
"0
~1J
C
o
0;
-
-
N
is.
v
o
C
.:2
'i<l
v
.....
u
v
0:::
~
VJ
~ .....
;a g
0..._
>.w...
c"<t
;j ~
o v
u~
~C/l
CIlN
CZ~
EZ
.~ If")
~~
0;;
c
v
E
C
o
.....
.;;
C
w
.....J~~
w... 0... C
. ..... v
>. v .~
E 1r. ._
;j CIl 0
(3~v
~ ::l
~~o
CIl 0... bJ)
o c.s
...!.. 0 :::
E -0 .-
CIl C E
:.; ~ v
~Uo...
0...
00
00
o
\0
o
o
N
~1J 01)
C .9
'0 0
bJ) 01)
C C
o 0
o
"<t
oc 0
o 0\
"<t N
""":00""":00
frN frN
0;:;;0;:;;
c'"" C '""
.:2 .....J .:2 .....J
'i<l w... 'i<l w...
v v
~'s ~'s
0::: .~ 0::: .~
~~~~
'J;, ~ r.r. ~
~o~o
~..3 ~..3
o...w...o...w...
>'-5 >'-5
occ"<tc"<t
~gtlgtl
'""u~u~
'""~Vl~Vl
.....J CIl N CIl N
w...9~9~
's 's Z 's Z
.~ .~ V) .~ If)
~~~~~
v
VJ
;::!
0:
I
.....
~
u
CIl
~
~
E
;j
U :.a
"5 ~
VJ C Vl
C5~~
0... ~
0;; co...
-0 V V
C E bJ)
v v :"9
::: ~..2
~ ~ :;
~~a
v
~
CIl
.....J
~
.....
CIl
0...
.....J
w...
;>,
C
::l
o
U
v
-0
CIl
9
's
.~
::::~
0...
u
0...
oc
oc
o
00
00
o
00
00
o
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
\0
o
o
("~
01
0\
If)
</;
.....
IlJ
t
o:l
;:::l
CT
"
o:l
IlJ
:c
,.;.:
.....
o:l
0... 0
Cii 8
I:: r')
.9 r')
'(;l
Z w::
'" g: -d
~Ni3
!2 t:3 t:i
2!l o::l 6
~ 0 0
1J.J0...:C
'"
.....
IlJ
~ a
;:::l IlJ
~~
i3~
:c t;
~ ~
o:l :::
0... ~
~ ~
I:: o:l
.9 ~
'(;l
z
U i(J
Z"1lJ
-!21::
2!lO:
~--g
IJ.J o:l
Ih
~
~
<
-
U
o
rJ:J
rJ:J
<
~
Z
-
<
~
rJ:J
Z
<
-
.....l
-
~
eo
I::
'0
eo
C
o
c:
r--
\0
If)
0\
0\
o
r--
o
o
o
01
o
o
If)
r')
Cii
E
IlJ
a
I::
o
- .....
'JJ 'S: ,-...
~ Jj~
E"......IJ.J t;
IlJ ~ 00 :::
a> E'::' 1lJ\O
~3 ~ 6 5a ~ ~
o:lO~t .....r')
;;o::lr')o:lllJ ollJ
::E 1lJr') e-~IlJ~ '(;l....J
I:: o:l 0 I:: @ ~ '""'
~ ~:9 IlJ o:l IlJ ~ IlJ ~
~~5,,::E> ,,~
._ - o:l '" ~....J o:l.D
Eo::l'""'O~N'""'Oo:l
g i 's"~ ..... ~ "- ..!. c.J
>>_ o:l o:l ~Vl ~ ~e
05g~~~~~~8
U
0...
00
00
o
00
00
o
0...
01
0\
o
E
IlJ
a
t
o:l
0.
IlJ
o
0\
0\
0\
01
01
"'1"
~ 5
IJ.J a
o t
_____ o:l
E e-
...... llJa 0
o </;
E ~ ~
IlJ I:: 0
a o:l ~
~ ~ .~
Qj <0 ::0'6
o ~ 0:: ~ .:S
>>5 c5::E
Ei(J ol::UQ)
5P:: ~~ 5~ ~
U] I::r') U!2Vl
1lJ1::~r')~u
-g IlJ ~....J o:l
o aN'""' 0
I t::: ~ I
.- 0 ;3: .- 'a-
a .;: ,^ a
o:l > v, o:l o:l
~Jj~~ ~
I ;3: '"
IlJ t:3 Vl E
~I:: 5. 86
2 .9 I:: g. ~ IlJ ~
+-I U .9 ~"'O =-= 0
Vl ",oel 0......
- g .;;: ,';::..... E 0.
P </; ;;:; ..... U ;:::l .s
+:l I:: ~ 0'- ~
1::0 .D.....::O f-1lJ
Ou ;:::lQ);:::l....Jaeo
u" Vl~O''""',O~
..... I:: - IlJ eo >> <.l:: .-
~ ro .~ ~ .~ E ~ ~
o:leo E:::Vi;:::lIlJO
;3: I:: ....J IlJ a .- 0 IlJ ,
'C '""':9.....;j U b Q) o:l
2~EoJi(J8"""IlJVl;:::l:g
OJ.::: IlJ -g P:: '" 0 -g :c 5 ~
U eoa""' 1lJ...... "'''"' f- >.......
C:O,)~$-oo~~\O<:t::
~ IJ.J ~'6 :.;: 51"6"6 ~ .D '6
::a ";;: I:: o:l ...!. ';j; IlJ o:l :> r:: .:S
.30~~rootS~~~::E
0...
01
0\
o
0...
\0
"'1"
o
eo
.:::
o
eo
,
I::
o
o
"'1"
0\
E
IlJ
00 a
01 t
~ o:l
r') 0.
r') IlJ
....J 0
'""'
o
o
o
01
o
"'1"
01
E
IlJ
a
t
o:l
0.
IlJ
o
rJj $-0 'Jj i-<
~ 0 ~ 0
5.3 5.3
;3: "0'""' ~ "0'""'
~~ .~~
.DoJo::OoJo
;:::l;:::lr');:::l;:::lr')
0...1::_0...1::_
'6 ~ ~ '6 ~ ~
o:l ~ o:l ~
~Nti~Nti
...... ~ ...: ...... ~ .-
OVlaOVla
C"'1".:S C"'1" o:l
0:::!:::E0:::!:~
-
'"
0...-
I::~
~z
e-~
- ~
Vl ~
a
.....
8
Vl
0'6
eo
I::
:g
'5
.D IlJ
IlJ U
P:: o:l
Q) ~
~f-
ciS-=
o:l;::
~;3:
o:lVl
:c ~
-2 ~
~~
U
\0
"'1"
o
o
o
01
o
\0
r')
'5.
IlJ
o
rJj \....0
,.;.: 0
5.3
~ "0'""'
.~~
::0 oJ 0
o::@~
._ IlJ r')
a>r')
o:l~
.- ....J
::EN,"",
...... ~...:
o Vl a
C"'1" .:S
0:::!:::E
r')
o
o
01
"'1:
01
r')
o
o
01
r--
0\
0\
r')
o
o
01
o
\0
r')
01
01
loCi
r')
"'1:
o
"'1"
'5.
IlJ
o
E E
IlJ IlJ
...... a ...... a
o IlJ 0 IlJ
~ ~ ....... ~
v o:l I:: o:l
a ;a 6 ;;
[~ [~
IlJ IlJ IlJ IlJ
o ~ 0 ~
>>5 >>5
E U'J 0 E rJj
;:::l IlJ IlJ r') ;:::l IlJ IlJ 0
OP::;:::l_ OP::;:::l~
U]5r')UCii5r')
1lJ1::>r')IlJE>r')
-g1lJ~....J"IlJ~....J
o aN'""' 0 aN,"",
I c ~ I c: <<-
'6 '6 0 ~ '6 '6 2 ~ '6
o:l o:l'~ Vl OJ o:l';; Vl o:l
.- .- I:: .-.- I:: .-
::E::EIJ.J~::E::EIJ.J~::E
'" .....
,.;.: 0
..... 0
ow::
;3:"
.~ ~
::0 oJ 0
;:::l ;:::l r')
0...1::~
.- IlJ r')
a>r')
o:l~
.- ....J
::EN,"",
......~
OVl
C"'1"
0:::!:
E
IlJ If) U eo e
a ~ o:l.::::' 0
1lJ:> 0. </; U
d >?] 0 ----- I
.9 2 Vl U IlJ Q) eo eo
IlJ U S' 8 t;:: eo ~'E g 'E
~ g eo ~ I:: 'i; ti ~ Vl ~ ";:: C ~
I:: '" .g " .g r:'~ \0 I:: g ;.:: I::
.~ I:: _ 1::._ ;;,..... 01'- I:. o:l .-
..... 8 '6 ~:e ~ E 0 ....J gf t:i....J ;:::l gf ....J
01lJ.....0~Vl50'6 '""'~IJ.JI::'""'OIJ.J '""'
0'6 P:: ~ ';j; ..... - U I:: ' Vl 8, t; ,
~ -g 0'6 ;; o..."'be IlJ .9 .~ C --g:~ ,c '(;l :~ >>
~ 0 I:: ~tB ~ -g U Vl 5 o:l U gf 5 ~ U I:: g
-g ~ .~ IJ.J e ~ 0 2 ~ 8 ~ ~:€ 8 ~ ~ .?f 8
+-I 'JJ ~-" L...... - I ';;) ~v ........ a ~ ~,
o I:: IlJ ~ ~ 0 'a- I:: ..... IlJ 1lJ.- IlJ I:: I:: IlJ IlJ
p::1lJ""'o:l..... o:l">I::....."IlJIlJ""',,
a....... o:l.Do:lOO'o:l.......llJllJo:l>a.......o:l
.D ..0000-s._UIlJ""'~,,0"'''"'....... ""'
o:l IlJ ~ ;:::l ::E IlJ Vl .,. r--'- ....... ~ IlJ IlJ .......
8. 6 ~.5:a a >>:; .J- "6 "'1" ~ ~ . a.!. ~ 6 ~.~
o:l 5.'~ a IlJ <0" o:l - o:l ~ >>.- ..... .:::
:::: a ..... 0 > > 2 -9 ,9 .- ;3: o:l i(J ":S ;3: S' e .:S
~~oo ,~Vl.......~::EVl;3:0::EZ~0::E
0...
\0
"'1"
o
0...
\0
"'1"
o
0...
\0
"'1"
o
r')
0...
0...
0...
I:: 51 IlJ
.9';j; ~
~ OJ u
60 2
~~ ~
l;:::l .....
I:: E: E
IlJ ~ 0
....J"E<.l::....Ju....J
'""' r~ .5 '""' -g '""'
'-' '0'
C,.;.: ._> q".. >>
c u ,_ .... ,...... E
" 5d2u5~5
I::~u,.;.:--gu ~U
~5~~Oj~ullJ
a o:lo...Ciio:l.D-g
1lJ0EuO~0
>..!. 0'5".!. ~ '
2a<.l::~allJa
o.o:l>>-o:l-;::o:l
a'- o:l IJ.J'- -.-
~::Eo::l, ::E~::E
\0
"'1"
o
\0
"'1"
o
\0
"'1"
o
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
i:: i::
v v
6 6
t:: t::
CIl CIl
0. 0.
V V
o 0
cr. 'J)
~ ~
.... ....
o 0
;:: ;::
~ ~
.D .D
;:l ;:l
0... 0...
'6 ~ '6 ~
CIl ;:: <n CIl ;::
..- v <n ..- v
~>~~>
.....<r:f')..;::<r:
-:::::lr)r"'l.....lr)
gr---l g~
Vl;::I.l..Vl;>
'0 Vl ....: '0 Vl
>,<n 6 >,<n
..... 0\ C'i3 ...... 0\
0~::@0~
v
eJ.)
CIl
;::
'CiJ
....
o
-0
;::
CIl
eJ.)
;::
"6
'"@
U
u
6
CIl
....
f- or,
v i::
U ;:: V
'"7 CIl 6
~-lv
- >
.... 0
o ....
1a 0.
~.5
en
~
f-
<
-
U
o
IJ'.J
IJ'.J
<
~
Z
-
<
~
IJ'.J
Z
<
-
....J
-
:;;
\0
o
o
N
~J
;::
'0
01)
I
;::
o
~J
;::
'0
01)
I
;::
o
0;
N
r--
N
N
\0
<n
00
00
or,
v
:0
CIl
i:: v
v '"@
6 ....
t:: 0
CIl U
0.
V 0
o 0
;:: uf')
.:2 -l "~
(;; -l ::s
.;; ~'V:
<r: 0\15..~
>, <no;::
V)t:: -v~
<n;:l...;f')?,......
~ OVlf') ~'"
~ u-5 ~ 0 .~ "1"
(l) \O'C Q.) 'J) r')
-l-of')ou,2~
I.l.. 8 ~ w: "~ ~ ~
".- .~ z....: U ;:: CIl
E6oE1::S<r::2
.~ .~ o.~ g N Ci
~~~~0...~W:
eJ.)
;::
'0
01)
~
o
01)
;::
'0
01)
I
;::
o
OJJ
.5
o
01)
I
;::
o
r--
0\
0\
<n
a-
0\
"1"
o
o
N
N
00
N
N
.... ....
o 0
o 0
w: w:
4- 4-
v V
.::: >
i:: CS i:: C5
ag~ag~
o.o~ o.o~
o ~f') 0 eJ.)f')
'V ,f')'V CIlf')
>- >-l
vv-lvv-l
0,21.l..0,21.l..
CIl co .- CIl co ....:
6<nS6<n6
o f') .::: 0 f') CIl
j3~~j3~::@
~ I ~
~ -l or, or,-o
~ I.l.. 1::S '0 ~ g
6 ;;.'t: ~.~ ~ 2
E Ci ~:~ v g .;; Q) ~ ] t) g ~
~ 0gfCllu ~80 CIl~gf a~ ~-g~
f- t:: d::::2 I .5 v I -0 Vl "C 0...;:: eJ.) ;:l .g
o<l 0 CIl -0 or, 'C";:: v o<l 0 CIl V 0
v -l e- gf.3 gf )::; CIl a .3 \0 ~ .J ;:: U -l.5 (;; -0 ...; -l .;;
eJ.) I.l..''-''- I.l.. .- ...... 0 I.l.. ~ "8J I.l.. 0 -0 I.l.. ~ g <.C [i I.l.. ..-
CIl , <r: Ci ,:2 or, CIl v.~ ~ or, ,N;:: ,..-;:: , -0 ~ ..- 6 U
;:: _>' --;;: .;:; 0';:; vu:Q .::: 6 -a v >, - I.I.J >,.<;:::: CIl >, 4-< 'i:: v 0 I
'CiJ w .- - .... CIl ~ u - CIl - -0 I) - 0 t:: v ....
)::; go;::ogco'>Cio''-o"~gor,~g-o~ g;::o-o.;:;g~
...... 0..= ~ 0 1::S b w: ~ ~ f- c:: 0 a'::: 0 <r: ',= 0 ~ e-':- 0" 0 -_CIl
~ or, U CIl ~ U ~ Vl .; 0 _or, v ~ U 0 U U oiJ'~ U 0. -.::;: o<l V U
v i:: v E C v ~ ~, ..;:: ;:: - v::r: I v -0 C - v v '" '.: v LTI
~ v -0 V CIl -0 0 gf ~ or, v .5 gf -0 ;:: -0 - [i -0 u::-, -a ;:: -0 ....
U 6 CIl i:: eJ.) ~ CIl..-.D >, 6 0..- ~ v.:2 CIl co d:: c CIl ~ i:: CIl v CIl ~
.... v 0 ~ ;:: ...... '6 ~ r~ CIl V 0... ~ .... "3 .~ q '"@ ,~O ;:: _ - 6 0 -
v >.~ '_ ;.:::.~ 0 v '-' co > CIl V ..- _ > ..- .::: ;:: eJ.).~ V''- v ;:: .~ '5
2: 2 6 6 0.6 E '"@.5'"@";::t:: 2 ~.5 6 ~ ~ 6 c.~ ~ 6 i:: 6 gJJ'E 6 U
ro 0. ro ro ro...... en $-0 0. 1--. OJ) ro Q) ~ C'i3 ~ cr. ~ ro -- ro t...., - C'i3 ""0
a.5::@::@~::@U~8Z6~~::@Oa::@Uo~::@~::@~8::@o
0...
0...
0...
\0
"1"
o
\0
"1"
o
"1"
o
f')
o
o
N
o
<n
N
<n
f')
<n
f')
N
o
<n
r--
c:
N
0\
o
\0
N
~
~
U
-l
-l
i::
v
6
t::
CIl
0.
v
o
;::
.:2 <r:
- ,
CIl<n
";; eJ.)
<r:-o
>,-
_co
;:: . 0\
gv;~
U..= f')
v \0 f')
-Of')
9~t:.
..- z..-
Eo 6
.~ o.~
~~~
o
f')
~~
OJ rr) C)
O-l 0"1" ~
~1.l....5f') Vi
Ci ....: 0:. ~ ..;::
;::6;:lv \Ov"1" 00
.~ 2 > ~;:l ~ V N
.~ ~ V 'C ~ ~ [i f') ~ ;:l "1"
:0 .;:: 0 ~ CIl > f') .5 ;:: C',"l
ci: ~ .g ::;;; ~ ~ <r: .g -l ~ ~
I [i u -0 CIl 6 -5'c v <r: -
'6 ~ g [i:2 ~ ~ .3 .; -5r-- ~
CIl'" or,~ Ci...... I.l.. ~oo
;':::::N;:: .~ v~ oiU:>-l
? Ozl.l..~z~-?"I.l..
4-< ;:: U ....:.9 u ~ Z ....:
o Vl tl ~ 6 ~ ~ .3 ..- <n 6
>'''1" Vr-- CIl V "1" CIl E<n CIl
G:;::O::::@O::!:8'u~::@
"1"
o
o
N
"1"
o
o
N
00
o
r--
00
a-
<n
....
o
o
w:
-5
"1"
V V
> >
'C 'C
i:: 0 i:: 0
v;::\O;!:!;::\O
6oN;::ON
o.o~ o.o~
o eJ.)f') 0 eJ.)f')
'Vjf')'Vjf')
~v-l~v-l
0;:l1.l..0::S1.l..
CIl ro ....: CIl ro ....:
E<nE6<n~
o f').~ 0 f') ._
j3~~j3~~
or,
I or, ~.~ ;::
eJ.) 1a U c -g .g
.2 - v CIl u
~ ~ ~~ ~~
.~ ;:: o<l .~ v -;::
;:: .:2 eJ.) :~ 6 ..= 8
I.I.J ~ (;; .5 -0 g. 0 o<l
.~ -l a.:,:: i:: -l .g 'V -l g eJ.)
~ I.l.. @" E a I.l.. ~ ~ I.l.. (;; .g
Vl rS 0... 15.. v ;;. CIl 0 ;;. a .<;:::
i:: ;:: I . eJ.) - .;:: -0 - 0. 6
v::s>,or,~g[i1ag~~
6 o CIlgCllO-o-loo... 0.
0. U ~.;:: 6 u'r;; I U I or,
o v .~ CIl ..... V ~ kn V or, ;::
--0 CIl ~ 0-0..... 2-0 V 0
~ 8 I.l.. ~.;:: CIl O'C 8 (;; .;::
or, u u 0 '8J v tl ~
o .~ CIl v 2 I V ~ I.I.J t;::
-0 6 or, ~ -'6 ~;::'6 0 "u'-
t:: C'i3 ~ r:/) ro == ";:0 C'i3
j::@:;]8::@dl~::@~~
U
U
U
0...
0...
0...
"1"
o
"1"
o
"1"
o
"1"
o
~
"1"
o
"1"
o
0...
"1"
o
0...
0...
"1"
o
"1"
o
"1"
o
o
N
"1"
00
\0
....
o
o
w:
-=
4-
.J
I.l..
;;.
i::
;:l
o
U
- v
;::-0
v CIl
60
v I
eJ.)"'-
CIl 6
;:: CIl
CIl ..-
6~
0...
"1"
o
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
0lJ
.6
o
0lJ
~
o
0lJ
.6
o
0lJ
~
o
ClJ
.6
o
Cll
~
o
c:
00
0\
o
M
I"-
o
?"-
M
OJ)
::::
'0
0lJ
~
o
o
00
oc
M
o
o
N
o
o
o
N
ex:
o
tn
\.0
M
,......,
~
I.lJ
8
,......,
~
I.lJ
8
=
v
b b 5 '050
d: d: d: 5 ~~
...<:: -5 ...<:: 6 CIl M
;:; "1" "1";:; ~~......l
.~ .~ j ~ .~ ~ ~ ~
= 0 = 0 ......l a:; ~ = 0 ;>. 15 .~
~ ~ v'C v E ~
6g~6g~"'1-o06g~;:lv~
0.0_ 0.0_ =VlEi: 0.0_ o~
o OlJM 0 OlJM Voo 0 OlJMU"i'i ~
a:;jMa:;jM5~ena:;jMv-~
~v......l~v......l"'~~> '"0;:;
0.2u...0.2u...~~jQ2G:8g~
CIl CO.- CIl co - .: z.- CIl co ...:.~ 2 ~
6 tn 6 6 tn '6 VJ 0\ 6 6 tn 6 6.> VJ
.2 62 .~ .2 62 .~ c'6 o.~ 0 M .~ .~ :::: M
VJtn~VJtn~U~~e3~~~I.lJM
on
. on :::: ~
OJ) C 'C U rJ;
.@ '5 ~ .~ =
V v :::: v v
~ :::: '5iJ VJ 6
'5iJ '" '5iJ '" Jj '" = ~
:::: ~ Jj ~ ~:~ v 2
I.lJ '> .>:~ .~ U 6 0.
._ 1-0 '.>_ 1-0 ,0.0 6
>~......lu~......lU~......lEa:;......l~......l
o 0lJu... 0lJu... ~ 0lJu.... v > u... 0lJu...
I .6 >.':'.6 >. 6.6 ;>. 60. Q >. ~ >.
........ ::: ~ r.r.. ...... EO...... % ,- -
"'.- :3 v.<;:: ;:l ~.<;:: :3 ..2 '"0 = CIl ::::
W3Eo~Eo~Eov::::15a15
;:l VU;:l vU 0 vU ~ju~u
U. ~~~]~~f-P-.~O gf~~~
::0 :::: CIl ~ :::: CIl ;>."'2 CIl .~ . _ CIl ;;> CIl
~ ~ ~ s: .e ~ s: 8 ~ s: ~ ~ s: c s:
'@ .~ 6 .'3 .~ 6 .~ 6 v.6 6 = 6
g ~.~ g ~.~ ~ ~.~ ~ gf.~ 15.~
u...O~u...O~2:o~~I.lJ~U~
00
~
1-
<
-
U
o
rJl
rJl
<
~
Z
-
<
~
rJl
P-.
P-.
P-.
r
Z
<
-
...J
-
::;
"1"
o
-
"1"
o
-
"1"
o
-
P-.
"1"
o
-
~
I.lJ
8
N
o
o
N
o
00
"1"
"1"
o
o
N
N
o
o
N
N
o
o
N
N
0\
0\
oc
0\
0\
o
o
N
0\
0\
o
tn
oc
tn
"1"
o
I"-
o
00
tn
I"-
0\
\.0
I"-
"1"
~
I.lJ
8
,......,
~ ~
I.lJ I.lJ ~
o 0 =
'-' '-" v -J
= = 6u...
Q.J V t:: .~
'0 ~ 0 '0 ~ 0 fr.~
=~;::; = ~;::;o"'"
v :::: M v :::: M ~
6 CIl M 6 CIl M:::: .
~ ~ ~ ......l ~ ~ ......l .g ~
~ 0. '" u... 0. '" u... .~ tn
...<:: v v V v >.
.~ \0 0 ~ .- 0 ~.- ~ 0lJ
::r:~;>.15 ~;>.15 6;>.:2
~ ~ - rJ; .~ ~ co
~ .~ ("'l :::: ~:E g J ~ g ....;
t5 .:::; ("'l 15 ~ 0 ~ 0 VJ
~ 0 .....l U C;; ~ ~ ~ ~ ~ '7~
;;-,...<::w..v=~~::::~~~
....... S '"0 V '"0 V"O '"0 M
"-' o "'ill CIl 6" OCll 6= OCll:>
~VJ 11)0::::'0.1 ,::::N ;;>
0lJ 0\ b '-6' 2 ~ '6- 2 ~ .~ Z
CIl 0 II) .- VJ ._> VJ 6 0
:::: tn c .~ 1; .~:::: M .~ 0
>:::O:~I.lJ~~I.lJM~~
0\
tn
E E E
v V v
"-'6 "-'6 "-'of.o
o v 0 v ~
EO!) EbI) E~~
v ~ v ~ v :::: M
6 CIl 6 CIl 6 CIl M
~~ ~~ t~......l
0.'" 0.'" il"'u...
v V V V V V
o ~ 0 ~ 0 ~'s
;>. 15 ;>. 15 ;>. 15 .~
Ec.n ErJ) E~~
;:l v o;:l v o;:l ~ ~
o~ ;::;o~ .;::;o~
U~~MU~~MU~~
V::::~MV::::~MV::::~
-g V"O ......l -g V"O ......l -g V"O
06= u...0 6'Nu...0 6=
, :::: N . ,!:: .,!:: N
.~ .~ ~ .~ .~ .~ ~ .~ .~ .~ ~
:EJj~:E:EJj~:E:EJj~
=
v
6
en v
.~ >
VJ 2
'" 0.
=.5
v
E~
Q.) .-:::
> 0.
o CIl
5-.u >.::::
].f' ~ ~
v:-;:: 0 '"
0lJ~ Ujg
CIl-' vp-.
.~ ~ -g 0
a~~q~
C;; 6 ~ 's ~
g B .~.~ a
......lVJP-.~VJ
P-.
P-.
"1"
o
"1"
o
1-0
V
(;
~
6
1-0
o
Vl
I
-
-
-
G:c'6
......l
u...
>;
=
;:l
o
~u
:::: v
V '"0
~8
> ...!..
2 6
o.CIl
6 .-
-~
'"
=
v
6
v
>
o
1-0
0.
.5
V......l
~u...
.6 >;
CIl _
a g
'"0 0
oU
o v
~-g
~q
.g 's
~ .~
~~
P-.
"1"
o
;>. ;>.
CIl CIl
~ ~
...<:: ...<::
0lJ .~ \0
~:t\.O~::r:~
~ v ~ ~ v ("'l
1-o'R M 1-o'R ("')
~6M ~6.....l
~ ...<:: ......l .6 ...<:: w..
,,-,su...P-.s
o 0"":'0 o "'ill
vVJ~vVJ~
~g; t5 ~g; ~
::::tn~::;:~c
>:::0:>-0:
v
o~ 0lJ
......l::::...<:: .f' .c' .6
OJ) .~ ~ ~
:::: 1-0 0. V
:gO v :5 :5 (;
;:;c'6 ~ 1-0 1-0 ~
ciS V V V
~ ~5 c'6 ~ ~ ~
~ ::r:~ ~ E E ~
.oe G:.f' ~ G: :g ~ G: 8 G: a G: ~
>;Uv>;,=v>.~ >;;>. >.(;
~ E~-cEr.r..EEE cE E~
~ ;:l~":::;:l~~;:l;:l ;:l;:l__;:l1-o::::
u ouoouooo-oo ovo
~ ~ U ~ :::: U ~ 1-0 U U V U U vuE '(ji
.- :::: v .- 0lJ V .- E v v ~ V V ~ V 0 ::::
~~8~~8~~88~88~8~~
~ 6'~ ~ x'~ ~ ~.;!: .~ 6 .~ .~ 6'~ Z ._
~0.61-o,~~~,~~'~.~.~i.~.~i.~~E
>_~>~~>O~~VJ~~VJ~~~
......l
u...
>.
=
;:l
o
U
V
'"0
CIl
o
,
's
.~
~
P-.
P-.
U
P-.
U
P-.
P-.
"1"
o
"1"
o
"1"
o
"1"
o
"1"
o
"1"
o
"1"
o
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
<n
0\
0\
o
\D
N
E
v
6
t
CIl
0.
V
c:l
to:
.s ~
~~
.;; OIJ
~'"O
>-.-
_o:l
to: . 0\
5 ~ ~
u.= r')
v~r')
--g r')~ -J
c:l w...
I
's o's
.:::0.:::
~~~
o
o
5~~
6 '5 r')
to:(/)r')
2"":-J
.;; U w...
Jjg:~
o<l;?;~
>-. Z -J
~o ''''''6
- 00
8 N.:::
w~~
o
o
N
<n
00
u
'5
'"
6
E
v
6 \D
~ 0
CIl "'T
to: r')
CIl r')
~'"O-J
~ ~ ~
ce~~
;?;.oCll
CIl ;:l v
'"O-o:l
'C U 6
..33~
";:00...
:;o~
c5l~;?;
r--
0\
0\
<n
N
r--
'"0
....
CIl
'S ~
.::: "3
~~~
'-v-
o to: r')
V >-. r')
~ ~ -J
g .~ w...
:0 ~ 's
"50.:::
-<~~
OIJ
to:
~ 'C
f-o ~ ..;.:
(/)....~5 '"0
I v v;?; ~'"7
U '(;; c:l '- ~" v
~ 0 ;::''''
.~ ~ .;; 'C :::
o 6.,.... ~ u."'" -
d: ~ ~ C\.1 .~ ~
.9 t::..::::: I c:: ~
to:(/)~o.vb<B
.@ '0 0"5 g. 0.... ~
2to:o<li'3~to:()
'in .~ '" .... --g .~ ~
to:~CIl<B;:l~V
'" oc:l ~ ",Oc:l(/)
to: U I <!; E'- OIJto:
.s '" v 0 to:.S
'(;; ~ \D E 6 >-,'C U
.~ !2 o<l E ~ --g ~ 2
'" 2!l <n 'iil '5 -J .5 to
~~ci~ar3~g
.5 w Z f-o 0::: 0 w U
r:: ~ .~
OIJ '"0 .... '"
.~ ~ 'S ~ OIJ
o ~ .::: ~ ~
6%J ~E~
'> t f-o .9 .5
~;:>o
~i'3 e--J~~ ~
E-<4:w....5~O::
v6~~c~~g
- .5 to: 3 I ~'c
~ E .S 0 v'u ~
f-o v -ECIl U '(;;'f: ~
U....f-o ~"8.CIl....
v.... v CIl;::lo...o...
Z '(;;<Blic:l I to:
- ~ ..!. 0... t.S
..... t.;::: 6 0... -
en to: 0 to: 0... 0 ;:l
~ .9 fr.::: .::: ;?; g~
f-<(/)O:::~~(/)~o...
~
-
U
o
r.r;
r.r;
~
~
~ 0... U
~
~
r.r;
~
Z
~
-
....:l
-
~
"'T
o
"'T
o
U
"'T
o
OIJ
to:
'0
OIJ
I
to:
o
N
<n
00
o
o
Ur')
-J ~
-J '5
m(/)"'T
~ v~
o.;:l-
o to: r')
]~:
c:l .::: w...
v m
u~~
.::: ~ .0
U"'@O
~~~
to: N....
or') 0
o...NU
OIJ
.5
-
-
.@ i
vU
0... to:
. 0
to: .,....
.~'(;;
'" ....
-J v -
w... c:l 'a
>, d, 'S
- OIJ '"0
3!2~
o :-;:: to:
~ U > 0
t:: v ,....;:
v '"0 -."',.... u
6 CIl ;:l
c:l to: ....
~..!. ~ '@
26(/)0
o.CIl'"OU
.5~Oo<l
U
"'T
o
eo
.5
o
(1)
I
to:
o
"'T
0\
0\
"'T
N
o
r')
r')
o
00
N
,.-..
~
w
e
E
v
'o~o
E ~~ fr
E ~~c:l
~ '"
~ -J-c
0. '" w... 0
v v '>
c:l ~ .,.... ;:>
;:l 6 u
>-. 0 CIl .,....
E~~:O;:l-oo
;:l 0:::"'::; ~ N
o <Ii 0... b-
U] > '6"'" (/) ~
v to: ~ .",
--g v.", .::: N -J
c:l~N~;?;w...
'g 2 ;?; '0 Z '6
CIl .;; (/) >-..~ CIl
~Jj~8~~
"'T
0\
0\
o
o
<n
~
E
v
E
to:
o
....
.;;
to:
w
'-
o
v
u
E
o
>-.
E
;:l
o
U
"2~:>
CIl u ;:>
~ .,.... <n
ot:<n
.... v <n
o:l(/)N
'-
o
~ o<lo<l
~ .g.s g
~ .~ ~ "B ~
<B 5&g g
to: o...O~ o:l
.~ -J ~ E' 8 .~ -J @
.~ ~ ~ v . - ~ OJ
P. >,jg E 6 ~ >,~ -J
0.'"O;::~ ~~.....;::o::: w...
~ V ..... ........::: OIJ"""'''''' t
tC5 I g.2~5bo>'
::: U vo...~u~frE
'5 v ~ .@ 0::: ~ w: ~ ~ 0::: 5
o...;?; CIl~ c~ m~'"O cU
> 'in c:l 0 to: v...... to:.,.... '"0
- ClJ .J. ~ ~ (l) ~.~ ~] a
~ ;?; ~ c:l ~.5.5 ~ ~'[Ji ~
CIl V .,.... 0... v CIl 'in'''''' CIl CIl 0
u.s~zo:::~w~;?;~05
'"
v
u
.;;
b...J
(/)L.L..
OIJvi
to: v
'C :0
v '"
vo
.5 c:;
OIJ....
to: 0
wu
0...
0...
"'T
o
-
"'T
0...
"'T
-
-
r')
o
o
N
0\
00
-J
w...
<Ii"
~
'"0
....
V
'"0
;:l
CIl
-J
Ii:
-0 v
8 ~
~ ] E i
~ ;:l b v
0. CIl(/)~
o -J 00 '"0
U ~ ri'") ~
,-;?;-g
o Z CIl
cO\-J
u~~
~
'-
o
C
U
....
<B
>-.
'"0
2 -J
(/) w...
~ >,
u E
3 ;:l
s;28
~~"2
;... ~ C\.1
V'"O~
'(;; ;:l 0
~j05
U
"'T
-
-
0\
0\
o
("~
0\
o
r')
r')
r')
-J
w...
ol
..;.:
'" 0.
.~ 8-
~
:5 <Ii"
'JJ u
V CIl
EO::
(/) 5
Eo
vU
...c:
:;8
00
(/) -
.q
~
;:l
o
o<l
to:
.S
'(;;
E
v -J
E w...
gf",>,
~EE
.... v ;:l
v E 0
'(;; v U
~ ;; b
::: 0. ==
~.58
0...
"'T
o
0\
0\
t;J)
.5
o
OIJ
,
to:
o
o
o
"'T
o
N
<n
r')
o
r--
N
r')
~
o
o
...c:
u
(/)
.~
:0
;:l
0...
C'"O
32: N
oo:l~
UVr')
V ~r')
--g~-J
c:l",w...
'g ~'s
.::: 0.:::
~~~
v
OIJ
CIl
to:
'(;;
o
o<l
OIJ
to:
:0
CIl
CQ-J
CIl . w...
- OIJ
to: to: >,
v .,.... _
E > to:
V CIl ;:l
-0...0
W .....U
'JJ V V
CIl ~ '"0
E v CIl
O(/)c:l
...c: I
f-o ..,....
. b 6
o:l '(;; .:::
uj;?;~
0...
U
"'T
0\
N
o
'.
.
.
.
.
.
.
.
'.
'.
.
'.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
o
o If)
..<::0
UM
Vl 6
.~ 0
- 0
..g~
0... V N
>,;::lM
E ~;::;
;::l ;;. M
8--<o:l
v-o:g
-o~o
o:lN
0u.JG:
.~ ~'6
o:l If) .~
~:!:::E
;::
v
Z
,
....
v
E
v
U
~
.9
'i;i
t
o
0..
[/J
~
o:l
....
f-
-
U i3
;Z~
-0;
c.nE
~ v
f-u
<
-
U
o
rJl
rJl
<
~
;Z
-
<
~
rJl
Z
<
-
....J
-
:;;
OIJ
.:::
o
01)
d::
o
o
00
If)
~
o
o If)
..<::0
uM
Vl 6
.~ 0
- 0
..g~
0... V N
>,;::lM
E 5;::;
;::l ;;. M
8--<o:l
v-o~
-o~-
o:lN2
0u.Jt..L..
.~ ~'6
o:l If) .~
~:!:::E
..J
t..L..
>,
E
;::l
o
u
v
-0
o:l
o
>"
~ '6
.- o:l
U ._
G:::::E
I
o
o
..<::
u
Vl
[/J
v v
::0 u
:9 .~
:::E~
OI)..J
>- .::: t..L..
>-~.6
c3.::: 3
o gf 0
-'Bu.Ju
Vlo;~
v ~ o:l
E.~ 9
~ ~'6
v 0 .~
zo'::::E
u
0-
N
o
01J
~
.0
~
<5
o
00
If)
[/J
"0
o
..<::
u
Vl
.~
:0
;::l
0...
>'-0
E ;;. N
526~
UVM
V ~M
-g~......l
o .~ t..L..
.~ ~'6
.~ o.~
:::E~:::E
V
01)
o:l
~
'(;i
o
o(j
01)
~
;;
"0 o:l
..8o......l
u ,t..L..
VlOl),
V ~ >,
::0 .;;: E
:90::5
:::E ..;U
~ V V
';;.- ~-g
VlO
[/J ,
~ i'6
o ~ .~
cC~:::E
U
0-
N
o
'7
o
o
N
0-
N
'7
[/J
"0
o
..<::
u
Vl
.~
:0
;::l
0...
>"
_-0
~ ;;.
5 26 ~
u~;::;
V >,M
-g~......l
o .~ t..L..
.~ co '6
.~ g.~
:::E~:::E
N
o
o
N
0-
0-
0-
0-
0-
0-
"1:
M
~
.9
'i;i
.;;:
--<
>,
E
;::l
o
U
V
"0
o:l
o
, Vl
'6 \0
.~ C ~
:::EV~
, 6 z
'6 ~ 0
.~ fro
:::Eo~
o
o
o
N
o
If)
N
0- u
~~
("") ~
M ~
......l-v
t..L.. 6
.~ ~
~-5
1c2~
If) 0.. ~
OI):E ;;.
:9 ~ --<
co 15'6 ~
~.~ ;:;;
o...:::EM
0..<::
'6 ~ w::
~ z....:
~ 0 ~
o If) .-
u~:::E
0-
0-
0-
If)
M
00
0-
0-
o
o
N
E E E
v\Ov\Ov\O
6:!6:!6:!
tMtMtM
o:l M o:l M o:l M
0.. 0.. 0..
QW::QW::QW::
~ ._ ~....: I.....~
;:: 6 ;:: 6 ~ 6
o .;g O,).~ OJ.;3
Vl:::EVl:::EVl:::E
"2v"2v"2v
o:l ;::l o:l ;::l o:l ;::l
.... ~ .... ~ .... ~
V V V V V V
'i;i~~~~~
~oo?oo?oo
~M~M~M
8~8~8~
I C/) I C/) I {/)
'6 _ '6 _ '6 _
.~ r-- .~ r-- o:l r--
:::E~:::E~~~
"1:
If)
00
M
o
r--
o
o
N
'7
o
o
N
0-
r--
N
N
o
o
'7
o
M
[/J
"0
9
u
Vl
.~
..0
;::l
0...
0-0
~ ;;.
526~
u15;:;;
V >,M
"Oo:l......l
8.~ t..L..
.~ ~'6
.~ o.~
:::E~:::E
[/J
"0
o
..<::
u
Vl
.~
:0
;::l
0...
>"
_"0
~ ;;.
5 26 ~
u~;::;
V >,M
-go:l......l
o .~ t..L..
.~ co '6
.~ g.~
:::E~:::E
0.
V
o
....
V
;::
V
Vl
"0
~"O
o:l o:l
.... 0
v~\O
'i;i V "'7
~ 3;:;;
V V M
"0-'
o:l~......l
9 t..L..
'6 ~'6
.~ r-- o:l
:::E~~
]"0 ~ o(j
b5l-. ~o ~.~_~ - -;nco 6
0.. 4=< Va.4=< """"'o'(;i o(j V ~ ._ ';;j
26;:: 2~ """"'~):;: [/J -- ~
t~~ o...~ o~~ ~~ ~~ ~ 6 ~
o ~"O gf """"' ~ ~ 0 o(j ~ 0... co ~ ~ u.J ';;j I
~ Vl ~ 0 Vl 01)"0 01) ? I ___ 6 - ~ ~ V ....
.~ V ::9 ~ V ,"2 .~ ~ .::: t E ~;::l ~ '(;i ~ g ~ V
i3 ~ ~ ~ .gf ~ 5 ~ E 0 5 e 0 V ,.gf 0.: Vl :::E u.J ~ .!:: V -g
o .::: ~ ......l 0 .:::';;j ~ v......l I ';;j 0 ......l g 6 G:: ~ r..2 .~......l v......l ~......l.~ 2........l Vl 5b......l
I r: gf t..L.. r: ~ .2 6 t..L.. >, ~ 01)' [/J t..L.. --< ~ ~ """ t..L.. ~ t..L.. '(;i t..L.. ~ ~ t..L.. "2 0.. t..L..
0"0 - , I 0 0..'- V ' .... V ~ >, -;;:: 0 >, I i3 ~ >, ,? >,:::E >, --< ..... >, o:l ::> >,
"0 ~~O~ ~6~0~~.50_-""-OI)uv--- -[/J~-"" -
..8o(j~~3o:lo(j~~~3~u.J~';;j35~3~'~~3>'3~03i3~03~803
UOI)O oEOI)oo...~06~0...50'Q_o'5v~0~o,?Uu~U~SU
Vl ~ ......l 0 U 6.5......l 0; ~ U ~'(;i ..; ~ U V 6 U V Vl u.';::: U _ 2 V ?
~~0I);vv-gOl)E~vu.J:::EVu.Jv~vv~~5v~v>,vo...~vv.~v
:8 .... .::: ~o -g - .....5 V .9 -g """"' .... ;:: .... -g -g to -g 'Q.g ';;j -g Vl -g .~ ~ o~ ,? ~ ~ ~ -g
.~O~~ u.JO~6- VVVV ~>'O~U.~O =~--~~=
""" o:l .0_'"0 ~ ~ u2 0 ~ 'i;i Vl ;:: 0._, - Vl , u.J 2 6 ' N.S: 5 ._' ';::: vOI)'-'.. .-'.. Vl .S:
~ ob 0... ~ .... ob 0... 0 ..!....... ~ 'v [/J ._, .- - - - - ~ - - -
~.5 0> ~ 6 ~ ~ .!:: to 6 o;? ~ Vl 6 ~ ~ 6 to ~ 6 .'~ 6 Vl 6 "3 ~ 6 6 0..6 6
;;. ;;> ~ o:l .... .-;;. ;:: ;;. ~ o:l .... V - _ o:l t:; ;:: o:l ';;.- ~ _ o:l "'0 o:l o:l 01) .... o:l o:l o:l
io::z8~~o::z~8~8a~~~~~~u8~~~~~~~~~~~~
U
0-
N
o
U
U
0-
N
o
0-
N
o
U
0-
N
o
0...
\C
0-
o
0...
\0
0-
o
U
U
\0
0-
o
\0
0-
o
U
0...
\0
0-
o
\0
0-
o
.
.
.
.
.
.
.
.
.
'.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
c<)
o
o
N
c:
N
i5.
v
Cl
....
v
:::
v
Vl
"0
t::"O
ro ro
.... 0
v 0:::
~ v
;3: 5
v v
"0-'
ro v
Cl.....J
I
's ~
. :2 r--
~~
i5.
v
Cl
....
v
:::
v
Vl
"0
t::
ro
....
\0 V
"'" ~
;:;:;;3:
c<) v
.....J-g
u...q
.S .S
.:2 .:2
~~
.... ....
v v
::: v ~ v
~-g.....J Vl-g.....J
"0 8Ju... "0 8Ju...
iijo.,iijo..
....::::J C....::::J C
v N t:: V t::
~\Og~~g
?OOu;3:00u
V 5 v V .O,...t:: V
U "0 .,... "0 "0 "0
zroE88E8
... ~ (/)..!.. I r./) I
E 0. E 's o.'S
ro E ro ro E ro
~~~~~~
rJ1
w
E-
<
-
U
o
rJ:i
rJ:i
<
0($
Z
-
<
:::
rJ:i
Z
<
-
...:l
-
:;;
0...
\0
0\
o
c<)
o
o
N
c:
N
....
v
:::
V"O
Vl ro
"0 0
"0 t:: 0:::
ro ro v
o .... t::
O:::\OV=S
v "'" ~ v
~~~~
~-J]-5
.....J u... q g
Vl .,... .,... Vl
If)EEIf)
r-- . :2 .:2 r--
~~~~
or,
o
o
N
c<)
00
"'"
E
v
E
....
ro
0.
v
Cl
::::
i5.
v
Cl
....
v
:::
v
Vl
"0
t::
ro
....
v
~ ~
;:;:; ;3:
c<) v
.....J -g
u... Cl
I
's 's
.:2 .:2
~ ~
"'"
o
o
N
c<)
\0
VJ
V
'C
V
"0 Q:j
ro E
o V
O:::\Ou
v:!~
5 c<) ;;
~c<)o...
v .....J t::
.....J u... :::
ro
Vl 's :0
~.:2 g
~~;3:
a<:l v
VJ
.... ro
v..<::
~o...
;3: I ....
t:: ~ V
ot:: :::~ >-.
e-V ~e.....Ji:),
.,... E _ ~ Q:j __
<r: ~ c o.u... u...
O ro--...:E,
(;1-0 l-o-'cQ)~
50. vgt::UE
.,... E ~ 0 g ..<:: =s
~-.....J;3:-:u ~8
0::: Eu...v-vZv
"0 ~ -0 -g .g -g t:: '"S
i':l >-. i':l Cl ZlCl :::(5
~ r./) tJ ...!.. (/)..!. ~...!..
Vi:)VEo.E"OE
g ~ g.:2 ~.:2 g.:2
::r:Vl::r:~o...~;3:~
0...
\0
0\
o
0...
\0
0\
o
0...
\0
0\
o
If)
0\
0\
o
00
VJ
V
'C
v
Q:j
E
v
Q:j~U
v_~
Vlb M a
c<)o...
00.....Jt::00.....J
;3:u... ~;3:u...
Vl 's :0 Vl 's
~.:2 g ~ .:2
~~;3:~~
0\
0\
0\
o
c<)
'5.
v
Cl
VJ
~
....
o
;3:
Q:j~
v_
....c<)
VJc<)
.~
:Ovo
=s =s c<)
0... t::_
.,... V c<)
~-<c<)
~N~
,-;3:
o Vl 's
c..q- .~
0~~
oiJ ~
t:: ....
'6 ro
t:: ~ fr
...:2 t:: Vl
0.. ',C I
~ .~ ~ :!
.5 t: ro....
"0 v .5 <8
..20... ro
u_ r..o
t:: ro.....J ~ v
:.;J~u...a<:lE
;;E;;:'5~
0... t:: E .,... ro
o =s - t::
OJ l-o 0 U C\$
VJ 'S: U E ~
a ~ ~ g.~
ca t:: ~ u .....
'C ro '-;' v g
o t::''''' 0::: b
E~E"OVJVJ
<1J '00 ~ ro C .~
~~~~8Vl
0...
N
o
N
c<)
0... 0...
N
o
"'"
o
o
N
o
If)
N
N
o
e- . g)
o v_
U>c<)
ro<r:c<)
t::c<).....J
2:>u...
Q3?
Cl Vl 's
v ::;; .:2
~~~
\0
00
0\
0,
N
-
E
v
E
t::
ro
0.
v
Cl
....
v
:::
v
Vl
a<:l
i:) V \0
~ > "'"
:><r:-
?ooc<)
~c<)c<)
c$;i~
's ~'S
.:2 r-- ro
~g~
\0
0\
0\
o
o
o
"'"
u
'5
VJ
i5
E
v
E \0
V 0
%l "'"
t:: c<)
ro c<)
~"O.....J
i:) ro u...
~o...d
:> 0::: u
?,.Dro
ro =s v
:'2uo:l
.... E
o 5 c;,;
G:oo...
..<::
Eo~
Oc<)~
Vl c<) ?
o
o
o
N
o
If)
,a<:l
VJ ,
>-.~
ro t::
::: 'S:
"0 ro
roo...
0..<::
0::: ~
=s
o
....
-5
~
t::
'C
ro
v
U
~
t::
:.a
=s
U
..s
u
v
Ba<:l ....
l-o OJ) 0 l-o
0... t:: ':: ~
~ _~ I 'C t:: v
~"<) -v VVl
E ~ a:l ~ E :::
00 OJ C .~ ,- Q.) 0
~ ~'6 .... gf ~c
.5 t:: t:: 0... Ol) t:: t::
.... ro ro .....J t:: w.J t::.....J ro-
~ :2: c:: u....S :-::: 'f: u... ~ l::
, - >.,..., 0
VJ t:: oiJ c 2 0 E c 5 .;::
E .g ,5 0 5 - I i:) 5 .;:: ~
.,... u v .... 0 ;!J co...o u-
C:E.gpguoac;,;uE~
~~=suvuvEvVJI.LJ
ro 0 o:l _ "0 VJ f- v "0 t::o l::
o t:: ro v - E ro
~ U gf v q -g ~ t:: Cl U .S
ro t:: -;::, .,... E.,... - .,... 0 I 13 ~
t::.S a:l -g =s E e!l ~ .;:'S v t:
'e ;; '8'u is.:2 ~ ~ ~.:2 Bt2
Cl ~ 0... .5 Cl ~ w.J 0 w.J ~ 0: ..s
.....J
u...~
, E
>-. v
E"O
=s 'Vi
o v
uo:::
V'-
"0 0
ro VJ
Cl~
.~ ~
.:2 0
~S
::J
N
o
u
N
o
0...
N
o
o
o
N
o
o
N
0\
E
v
E
t::
ro
0.
v
Cl
....
v
:::
v
Vl
"0
t:: V
ro =s
.... t::
V V \0
~ > "'"
;3:<r:-
ooc<)
vc<)c<)
"0
ro
Cl
.~ ~'S
.:2 r-- .:2
~g~
;i~
u
N
o
N
o
o
N
t--;
\0
-
....
v
E
t::
ro
0.
v
Cl
....
v
:::
v
Vl
"0
t:: V
ro =s
.... t::
V V \0
~ > "'"
;3:<r:-
ooc<)
~c<)c<)
ro
Cl
I
's ~'S
.:2 r-- .:2
~g~
;i~
.... :::
v 0
~c
;3: ~
E ~O
ro v >-.
bb ~ g
2.....J ::r: ~ .....J
0... u... _.~.... u...
t:: "<) v
.S ;;:, t:: E ;;:,
-E2UJ C
._g~~ch :::s
o v - 0
:.ouO:~VJu
~(1) lo..CllJ
v-gCl_v"O
O:::ClVlt::~8
~ .~ ~ g 2 .~
-rof""\roo.ro
VJ .,... ..... v E .,...
~~~r:_~
u
N
o
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
r--
0\
0\
N
'"
00
~
v
6
t::
~
0.
V
o
.....
v
::::
v
Vl
'"0
i:: V
~ ;::l
..... i::
V V \0
Cil > '<t
~<r:~
OOM
~MM
~
o
'Vl
E........ E
.::l r-- ~
~~~
;i~
u
N
o
M
o
o
N
N
'"
M
~
v
6
v
>
o
.....
0.
6
v
>
E 'C
'5. 0 0\
U~ t) ("')
~~
..<:: v M
g uM
V i:: -J
~ v.2 t.J.
6~~..ci
~ <<-.< v u
;.;::: 0 6 ~
..<:; '" 0 co
'0 u u '6-
:>..~ 0 ~
_ 00
ud:~~
c...
N
\0
o
.....
v
~
v
U
..... V
~ ~ 00
c.JCil~
~o M
i::OM
;.o--J
~ ~ t.J.
-J Z ...;
~~6
<r: r-- .::l
<r:~~
'<t
0\
0\
M
o
o
N
o
o
'"
0;
M
\0
N
i::
.2
Cil
.;;
<r:
:>.
~
;::l
o
U
V
'"0 V
~ v 0\
o ..... '"
I ci5........
'6 \0 ~
.::l ~ M -J
~a~t.J.
.6 t:: '6
~ 2..0 ~
._ v 0._
~o~~
1
'"
oil
:g
co
~
v
6
v
~
~
i::
~
~
<<-.<
o
~
v
6
t::
~
0.
V
Ovi
C/J
.::
o
C/J
::
o
'"
\0
M
u
'5
'"
is
E
o v
~ 6
o v
, ~
0\ ~
0\ i::
M ~
:>.~ ~
C'j ro ti
~:g Cil
~ ~ v 0 ~
:g -gw: ~
00 i:: v::2
w: 1"*-.1il 5
~~cr.~G:
o u I.lJ ...
OJ o"";3....c...............
Cil 'E ;g:;;; '5 0 '"
Cil~'<tt- a~~
v
6 g rJ'i
~ OJro
cr. Jf.~
:>. = O~
Vl v ...
1-. cr. c::
v ..... ~ v <(
Cil v ..<:: ;::l
:::: :::: c... 0 ~
v v C6 '" C;
~~~-J~~
~~"'t.J.~-J
.<;::.2 ,;::l t;/)
2.ac...~.g~
5Vl '5~-J
2-'"0 -6' o::r: '"
.- i:: ;::l U """ ~
<r:~Cil~o"<:;o
~~5~u::
g ~ .;:; C? ::r: <2
-J - ~ .- L.. ,
,~.g65:>'
2.. ~ :> .::l 0 -g c..i
O~UJ~(/)c/)..s
c...
c...
'-
o
>...<:: C; gf~
co~",:: :!2, .....
5~:6~ ~a I '" <2..~~_'
'"8 :r: B a - u cr. E .~ d ~
~ C6 Vl ~ 2..'5 '0 v ~ ~ u
.~ 5.9.€ '2 a ~ ~ gf ~ ~
is ~ 0;- 0 .J;::l E ~ 2 .~ .@ ~-J
<<-.<....."'fr t.J.~.2.....o.""'vet.J.
oc...E~ '..<::c...~6g,~E;:'
o I ~ u ~ u '" c... 0 .- Vl -
..... ~c... i:: ~ <;:: - ~ ~ i::
-M_:.a ;::lVM2..i::-Oi::V;::l
i:: v i:: 0 0 co v ._';:; ..... I.lJ 'in 0
o '" V'C u.- 6 u..<:: - <<-.< ~ U
U ~ 6 v v 6 v> '2 .2!J 5 0 ~ v
U'o'..<::_c... '"O~o;::l-Jui:: '"0
c... ~, ~._ """ '" ~
;z :< ':;.' ~ ._5_ 0 ~ a..<:; c; i::.g g 0
... ::> u r- t .~ ~ E ~.~ .~ e ~ .~
00 o? ;::l t e 0 6 ~:;.2 ~ '5 2.. a 6
w -g Cil g, fr.::l .<;:: c5 a ~ ::a ~ ~.::l
f-<~d:~o~~u-J>I.lJc...c...::r:~
<
-
U
o
rJ:i
rJ:i
<
~
;z
-
<
~
rJ:i
Z
<
-
..J
-
~
M
\0
o
00
r--
o
.J i::
t.J. .2
;;:.~
E .....
;::l ~
o fr
UVl
Q.) 'J:.
-g::2
00
, Vl
'6 ~
~ v
~ 6 -8
- ~ ~
~..... co
5t- 6
~C; C;
~.~ u ~
o 6 v _
.c- OJ '0' ~
uDd:~
u
00
r--
o
o
o
o
N
M
'<t
M
N
\0
o
'<t
M
M
'"O-J
~t.J.
o..ci
~ u
.D ~
;::l V
-co
u 6
5c;
c.Jc...
-J
t.J.
u
r--
0\
o
N
0\
0\
~
o
N
P..
v
o
~
'"
~~
~ 0 u V
N i:: >
~ ~ 'c
a '5 ~ '2
Vl _ v
:>. i:: >
Ev\Oui:i2
g 1; ~ t;/)"<::
U Vl M .:: '5
v M M - 0
-g '" -J ~ Vl
'I~=~~
6",6vo
.::l r-- .::l -g '"
~~~O~
N
0\
0\
M
0\
0\
00
0\
0\
'1:
M
E
'"0
V
c;;
Q)~ C;
..... ~ I E
i:: ;cO: i::V a
~ u ~ .2 6
t.::: c... 'E .:: Cil 5 ~
,~-,v'in,u.....t.J. ,:>
...... M i:: ...... Vl 0 ...... :.;2';; ......?
t.J. ~ v t.J. 0.t.J. - i::
-J 6 ,~... ,0.1.lJ ,I
:>. '" v ~.:: 5 ~ <r: :>.
E 'C ~ i::;::l -=;::l U i::;::l 0..., '"0 ~ t.:::
g{3i::o"'",o~~ g-g
U 0 ~ U i::._ U I.lJ '" U ~
Vi::"<:;vu06v '" v-J
-g ~ t -g ~.::l -g ;g ~ 5 -g ~
o u Cil 0 .:: ~ 0 ~ ~ 6 C? 0
..!. 2 :::: ..!. := <<-.< ..!. -J ~ "'.-
6 'in 6 6 .~ 0 6 ",.:: ;c 6 ~
~~8a~~8~6g~~~
.....
~
'"
~
~
~
'"
~
~
::2
o
Vl
:>.
E
;::l
o
u
V
'"0
~
o
,
'6
.::l
~
u
0\
0\
o
o
o
o
0\
o
u
i::
...
i::
t;/)
~
~
l;j ~
0. ~~
6 ~ 0
o N
U ::2~
t;/) ~o
lj Vla
~ ~'ov
~ ~O\~ i.~\O
~~~~~:~
~ '"0 "~ V M M
-J .~ ~ ~ '"0 '"
t.J.~~:;::o~~
;:'6:>.C .!.Z
~ <r: E ~ '6 '" '6
13 v ;::l 6 ~ r-- .::l
~~8a~~~
c...
c...
0\
0\
o
0\
0\
o
c...
0\
0\
o
r--
0\
0\
'1:
M
\0
...;
6
~
~
~
'"
~
~o
::2N
o ~
Vl '5
<<-.< Vl
o
P..~\O
vb;::
OVlM
VMM
'"0 '"
o~~
.;: z .~
i:: '" i::
.::l r-- .::l
~~~
vC6
3 i::
'" .2!J
..2 '"
u~~
t ;:,
~ E
:::: ;::l
6 0
.....u
E v
Vl-g
10
bJ) ..l.
.:: 6
b .;2
~~
'en I
i:: u
I.lJ ~
.....
'S: C
o
uu
c...
0\
0\
o
.
.
.
.
.
.
.
! .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
0\
0\
0\
o
o
o
u
.=:
o
U
OJ)
,3
CfJ
o
0.
6
o
U
-0 M
t:: '00
Ol <lJ r--
OJ):l0
.5 5 -,
->z
~--<
;.!-o-o
~ a g
.- ... :::
60~
.~ 0 ~
::E~u..J
OJ)
.5
o
OJ)
,
t::
o
o
'00
i5
<lJ
E
...
Ol
0.
<lJ
o
\0 ~ ~
U -:t..:<:o
-J ;:;; 5.3
_ -J ~ M ;:: 'Ow...
g. 5 ~ .~ M
o > 'C :0 <lJ 0
0--<.3:l :lM
ow...Cl.t::-
E ~ .- (lJ r4')
<lJ Ol <Ii' 6 > M
R 'C ~ Ol--<
_ OJ).o'- -J
CfJ <lJ Ol ::E N w...
~ :< 0 "- ;:: '6-
.=: _ 0 (/)
0\ Ol >,
.~~ 5 .~ :;J .~
Cl.-uu-:t::E
OJ) CfJ
"E .~
.~ ~
<lJ 6
Cl. 0
ci i5 :r:
.~ E ~
<lJ <lJ -J ..g
o ~w... ;:; w:
I a . 0 ..:
>, >, .....
.~ ;E c ~ E
:-::: t:::l :l
u 0 0 ~ 0
~ 'B ~ .~ U
U ~g"g~.g
~ 't; ~ 0 q
~ 8 .~ ~ .8
o -0 .~ ..:<: .~
ua~j~
rr;
w
f-
<
-
u
o
rJ:J
rJ:J
<
~
z
-
<
3:
rJ:J
Cl.
.
z
<
-
...:l
-
:E
0\
0\
o
>,
-gs
Vi
~ .~ -g
t:: >, Ol
.9 ~ C
e--<~
<lJ t:: '"
0.0...
o .B ..g
t:: <lJ t::
.9 ~ 0
r:r. V '';::
... ~ u
~ .=: ~
t:: t:: ...
o Ol <lJ
U "0 .5
v <lJ <lJ
~ E ";j
Vi<g~
io~~
Cl.
0\
0\
o
N
o
o
N
o
on
-:t
i5
<lJ
6
t
Ol
0.
<lJ
o
...
<lJ
:::
<lJ
(/)
06
...
<lJ <lJ '00
c; > -:t
;::--<-
ooM
..gMM
9~W:
'8 ~'8
.~ r-- .~
::Eg::E
-:t
0\
0\
o
o
M
o
U-o
~ ...
~~~
.- <lJ -:t
-J-M
:lM
O6dS-J
~ (lJ ~
::: ~...ci
o <lJ u
Cl. .::: Ol
Ol t:: <lJ
:9~o::l
... 0 0
00 t::
W::r--~
V
t::
t::
:l
f-
.5 <lJ ~
Ol CfJ 0
~ .8.~
'JJ ~ ~ OJ
i5-J&; -JW:O
<lJ w... CfJ w... ~ ,
f.b' .~t::
~ -'c >,._ 0
> t:: t:: i5 -J .;;;
2g:l>,:106a
0. U 0 -0 0 0.
6 U:luiJx
<lJ <lJ Vi <lJ ::: u..J
<;;"g"g >,"g 0 t::
.9 q q :=: 0 Cl. .9
e '8 '8 ~ .~ ~ ~
~.~ .~ Ol.~ 0.0
0::E ::E~~ w::a
Cl.
r--
o
...
<lJ
c;
;::
Cl. Cl.
0\ on
o -
01)
.5
o
OIl
,
t::
o
OJ)
.5
o
OJ)
b
o
M
o
o
N
r--
0\
0\
-
'00
o
o
N
on
r--
o
M
N
-
"1:
r--
'00
c:
o
o
r--
00
on
on
i5
<lJ
6
t
Olon i5
0. on <lJ
0;:;; c S
CfJ M .9 t
-C-J c; a
ow... .;; <lJ
;:: ~ --< --< 0
'_~ '8 'C >, J.. iJ
.~ 0 i5 :::
.0 "'o:l OJ) <lJ
:l::E <lJM 0 :3 (/)
Cl. i5 - U o::l .~
- v...c <lJ M <lJ "'0
'6 ~ gUM -0 V ...
.~ <lJ <lJ t:: -J Ol <lJ 0\ .;;
::E > o::l .9 w... q b ~ ::..-
--< .- ~ . - (/) M ;>
-5 on 6 5 -5'6 '00 M <lJ
g r-- .~ > i:l .~ 5 M~ -J "g
(/);::::E5o::l::E6 w...o
"- U' ,
o (/) '0 '8'8 t '8';:: (/) .6-
>,on >,0 Ol Ol ao Ol 5-
__ 0\ ...... 0._ ._ Q) 0 ._ .~ r-- .;3
u~ u~::E ~0~::E ::Eg::E
<lJ'oO
>-:t
--<-
oo~
M
~w:
>,
i5
:l
t:: 0
.9 U
00 v
t::-o
<lJ Ol
';<0
u..J'
.5 '8
Ol .~
::E::E
E ::::
<lJ 06
6 ..-
~ ~ 5 ~
o ~ Ol
5. g. ~...c
,g U ~Cl.
6 . E .;; ~
~-J~6 ::..-Cl.w:
oo~Cd ::>-1-0
>''':<lJe I~~
C/)";::"'Ubl) r/"J....
t:: t:: 0 0 t Ol t::
O:l ,...-J 0::E:l
',C 0 '00 Cl. w... .S? -0 0
:lU-oCfJ...ci......5U
P-<lJoi5u.......,"<lJ
~"g]Ei:l~5"g
cs 0 5 <lJ o::l u._ 0._,
..!.. .0 > ._ ..3 c;
iJ6...c26 ,..26
...... ct$ .~ 0.. Cd Cd Cd Cd
Ol._ <lJ .....- 0. >
;::~Z..::~Ou..J::E
~t::
._ 0
"'0 '';::
::3 u ~
C3 2 'a
.5 ~ 00 ::>
.~ 8 -J ~ ~
~--g w....5tiw:
~Cd Coo~~
u..J0J) t::~t::~
C 'E g 0 ,9 ]
'0;;.- U;;3"5 (/)
6 E i5 <lJ t::.o.;:;
~ OJ OJ ~ '';:: '5 __
.;; ~ ~~ ~:5 ~
;:: .~ ~ 6 :l ... :l
~ ~ Ol.~ --< .;; --<
NO~~V;;::Vi
Cl.
U
U
Cl.
on
on
on
on
-
-
-
-
-
-
-
-
0\
0\
c:
o
o
on
e- . ~
o ~..-
U......M
Ol.......M
t::M-J
s;::w...
V (/) .;::
Oot::
<lJ on .~
~~::E
00
06
r--
LLi
.....;
on
"-
-=:,
-=:,
"l
-.,;:
"l
~
~
~
o:l
Q
::
~
"l:::
'-
'"
~
ct
~
~
...
~
'-
-
~
~
0:;
~
'"
...:
~
<lJ
-;::
1=
'0
=
o:l
<lJ
6
o:l
Z
'0
<lJ
Q,
:--.
f-
,
,
~
~
.~
,
~
c
<lJ
....
::l
-
o:l
..
.~
(/)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
EJ ::Jl Of)
c: c:
a- '0 ::.J ...,. ~ ,r, l' -
a- a- ID ~J 0 :2 0- 0-
0- fJ ;:-; a- 0- a-
- - C (""I (""I - -
6 6 0
-
~ 0 'r, OC 0- "'. 0
..c lr; r-- or, ,.., r-- g 0
f"l ..c 0
- - ...,. ,.., - .r, - - r~ 'r,
-- - -
c:
C,)
~ E
t::
- t: .. 'r.
~ c.. 'r, ~
'-J :; -
:::; E Cl ,.,.,
r
'-' t:: t:: 'f. ,.., ....
04 '" oj ~ r;:
0. 0.. .... ...J '" c..
V '" 0 L:.. ';;: '-J
7 c c :3 V -< ~ Cl
;;.-
~ ..c 'f, g .... 'E 'C ~l ....
c.-: ...,. ~ C,) .~ .r, C,)
- 0 ~ c .S: Cl oil ~
n C,) V .D .... C '-J
V V ,.,., > " [/) "0 ::l ~ ~ 0 ::2 V;
- ::l ~ ..... ,.,., , .
ci. ." ~ '" ~ c... U CO
,.., c: r;: .~ ...... o:.-! -;0 ;;.- V c: - ~
~ ..c ::l ~ "0 " :;;: u V ,.., :;
l"- V 'c .... :v ~ ::l U ,.., "0 tj .....
<.J .;: .D :,; ::; ,.,., r;: ~ V
::l 0 .... .2 6:: c ~ :v ..c '" c u ~ ...J "" C,) a- ..c e- a-
::Jl V ;:: n <IJ ;.. ...,. o(l e ,.,., ~ Cl ..... '" < ...,. V
c ::>. CO ~ I-L.. 'r, 1"1
V - ~ - :3 -< - ~ .;: Vl - 3: - 0 -
;.. :z: t: ,.., ,.,., .... E ...c ,r, V ;;.-
() :i. ~ ;.. or. '" '-J - E j:: ,.,., or. -< ,...,
-< E ~ n ,.., ..c ,...,
>~ -d .::..:: t) < C,) ''1 ::: :r. .c ~ or, C,) () .~ ''1 :v ,.., ~ ,.,.,
() ~l; :0 .~ "0 ~ r- r;: ;.. '" ,r, "0 ,...,
:; -g )< ..,., ("", ...J '" ....; e u c :; ~ ::: ...J '" ::; :: oS
:<: 'f. :; '" ;'. 1-1-. C ~ ..l., 0.. ;.. " r/; ~ ~ 0 CD ~ :..t.. ,... ~ ~
<IJ ~ C,) :;: V :3 2 C,) ~
.... E: , :J; '" co :J; '- u E :L , [/) V)
c ':..J C,) v [/) E ~ ~ "0 :..J ~ :::; 2 C; E Cl C
1D 0- .. - ~ ~ ~. Irj ;..8 .~ c ~ - ~ ~
;; ~ ("", .... ~. -r- ,~ '" r-- ~ 0 ;::: ::. 0-. ,~ 0. 0 .::= r-- '" C,) tr.
N .~ ...,. :::; -r- ~ 0 ::; r- ,::: r- ..,.. ..,., :; ("", ~ 0 ..,.. ..r: ("", ::>.
::>. ,.,., c... - U U ...,. ..>. 2: ,.., ~ 1-1-. r- ......, V ...,. U - .-': ~ Cl ...,. ::;: ,.,., L. r- ,r.
-
OJJ , ~ ..... f.
C Of, ;... ~ t: =
2 "0 "" E ~ ,x
:J; ::l S > ::Jl
~ ~ - o(l
Vl ,- '-J E c:
C ~ 'f. -s:: c '" ;. ;3 <.J r-
:t ~ ':;: ~ :v '- C :; z "0 ~
>. 'f. e ..... '0. 7 '" ::l ~
- (5 2 >.. ~ ::l to: c.. "" :>-. 5: g
.: ;2 ~ U [/) .....
~ li ell 7 :J
04 ~ ~ c:i -< "" ~ 'f .. .... r.
':;' a:; ..... u C,) := <.J
~ '" ~ ~ ..... :v E '" ~ 'f.
C,) C,) ...J "0 ~ z ~ Cl (3 c:i r, 0 E
Cl Of) ...J e .... ...J ~ ~ ....; .
.... ~ - ,~ > " .~ - :; ...J
~ r r..:... ,
'. I-L.. '-' U .~ w... .l': r. w... ~ ~ .... "0 w... :3
lJ Of >. "" <; 2 ;:j -;; I-L..
~. ~ ~ ;? (5 :; ~ :::; :>-, :>. ;;.- eJj e j' z ;; V .... I ::;. OJ :>- ^ 'f.
;;: 2 r. u ::1l 2 ~ 'f, 'r.
'z .... 6 c ~ t: - 'z .s c 0 e ';; c :.Jj t: <.J OJ
:; :; .... E u ::l ::l to: ..... ....; e. ::;: ~ I.LJ c ::l ] C .....
:.; c c OJ ..... e r >. e :.:c ~ C J; c... v e ;2
'2 C,) ~ "0 - 0
,. V V ~ - 'r. U c: ::l c..- .... 3 :...; ::; U "0 z, "< "0 U Z ::; Vi
..l., U C .... to: ;:; OJ .~ ..c e c '" -
V V ;; ~ ,- V <- OJ :; OJ :; E OJ .D
~j :J ~ 0 ~ 'C ~ c::; '= .. C c
..... "0 "0 "0 "0 "0 "0 "0 .. "2 0:; "0
7- "" '" "0 ~ '" '" ~\ '. ::l:: to: :; .. :r. '" c ~ ~ ~ 0 iJ ~ '" ~ z Of.
Cl ,-. :; C Cl Cl .2 ~ Cl CS Cl C:
1: to: = :; j:: ~ ,S e ;) CO :.; c:i 0:; ::l .- ~
0 , " , :; r:: , , , .. I.LJ , , ..c ,~ 0 ClJ .~ 01)"0
. ~ v E ..... '5 ;; j:: ..c "0 E ..... '2 ..r: ~ ...J '5 :3 ;) :J ..... ::l
~ :; Vl .0 ..... ri j:: 'z E .~ e;; ~ 04 ~ ~ , ~ E -::: C,) -<
-s:: ~ ~ l': L: '" '" <; '" r;: ..0 ,~ .~ .~ c.. "" '" ":;' ~ :"J ;;;
f:; '" g-~ ::l E 0. > ~ :;
<i :>- " :- .,.. :; ..,., 2: ;; > ~ :>- 0 L ;:. ?:: ;:;
:..... - ~ oc c... V ~ ..l., ? (/) ~ /: ~ (""J :::l .>- [/)
-- - - -- - - - - -
::... c.... c... 0... ::.. c... :...; c..- c... p , ~
~
J --
.- - - -
a- a- r-- a- If, Irl tr-. 'r. lr; or.
0- 0- 0 - - - - - -
0 C - - - - - - - -
u
z
IJJ
~
f-
<:
-
u
o
IJJ
r.r..
<:
Cl(l
Z
-
-<
==
r.r..
Z
<:
-
..J
-
-
~
t,
'-=>
'-=>
.....
:::;
.....
-
'i::
'"
'e;
C
...
:::
~
~
'-
:::
i::
Q"
...:
~
,
;:
'-
-
'-
:.;
.~
..
,
a.;
-=
-
r-
~
:':
'"
=
:':
~
'0
'"
0.
;.0.
f-
~
'"
l..
C
eL
Vi
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.!
.
-i:i
Ol
...
ro
a.
Ol
Q:
Ol
m
o
c<.i
I'-
o
o
N
Ol
:0
III
.!d
C.
0.
III
~
'C
a.
<l;
~
o
a;
.0
~
U
Ol
.c
U
'0
C
ro
D.
:c
~
Ol
C;;
~
o
'+-
o
Ol
0.
~
~
'13
Ol
D.
(/)
-<i
'0
Ql
..c
.~
:0
ro
en
UJ
E
...
u::
.....
c;;
al
en
~
n..
....
III
Ol
>-
N
LQ
LQ
m
...
t.i
E
en N
BMCO
.!ll~~
15 Ole<?
en;:: ro
en:J"C
u; <.( (/) .~
en '0 --
~ c1DLL
:g ~~.c
<.( uU51;l
en O'OOl
~ J:~CD
C a5 ~ 'r;
.~ g>UJ ~
CD Ol Z "'"
Q; ;: 0 ..c
E .~ ~ ~
~ ((l~Z
~
u::
0,-....
D:::LL ~
q:(/)
0'-"
z::;E I 1"'\
q: 0:: ~.1
1-0 N
Cf)LL
c
o
:;::;
~
o
0.
...
o
o
.1
Ii i
~ '
J
.. a: l..
)<
en
Ol
U
Q;'~
Ol Ql
.!: (/) Ol
Ol '0 .:
c: Ql ro
UJ.....C
~ccc:
~ a;.Q
_rr:1ij
f3'C~
",CO
<l;ro
.1 .11
Ii :0
. ~
a: w
en
1::'
ro
Ol
>-
"C
C
III
>.
c
ro
~
Ol
U
~
o
~
ro
'6
'(ij
.0
:J
(/)
....
o
..c
u
C
co
....
CD
o
en
Q)
E
ro
z
>-
C
co
0.
E
o
o
C
~
co
n..
...
Q)
E
o
u..
ro
Ll)
>>
C
ro
D.
E
o
o
C
0)
...
ro
Q..
.
...
.E
.~
ro
::::
'E
.0
:J
(/)
ro
......
>-
C
III
~
>.
c
co
Co
E
o
o
C
0)
Iii
n..
'+-
o
Ol
E
ro
Z
~
Z
.n
Q)
c
o
.c
c.
Ol
Q)
t::
Ol
:;:>
i=
o
o
o
mo
. 0
"<3'0
e<?0)
e<? ,
~'<t
"<3'C')
Ll)M
0) ~
~"<3'
.....Ll)
cO)
Q)~
'0.....
'(ij 15
~"C
n..'w
- Ol
ulQ:
Q..w
_ U
co'-
c>
o -
.... ....
o Q)
Z~
.w
<.(0
o .
ual
.~ "t:
C) Ol
C.o
~ 0
u..a::
t5
.!S
c
o
U
.8
en
ro
D.
'(3
C
'C
0...
o
~
c
ro
-S
~
o
E
-0
c:
....
o
en
(])
E
ro
Z
<D
~~
......N
N
co
a;
c
c
o
Ul
Q;
0..
ro
-0
f-
ro
I'-
~......
oc: ~ ('t)
.Q(OI
u.. ' -
co Q)
.g~ ~
c~o
ro I'- ~
-c0Q)
o :!. 0..
<I>
U
~
o
.c
U
ro
w
a;
C
C
o
~
Q)
0...
'0
o
Z
Q;
C
o
.r::
D.
Q)
Qj
f-
Q;
ro
Ci5
~
C3
Ui
Q)
C)
~
o
c
(])
rfl
Q)
....
0...
ro
"C
.~
u:
.c
C)
ro
Ol~
((lLl)1'-
.-..- I
Ell(_
ro "<3' (])
.- "<3' C
~O)C:
.r::~O
"t: Ll) ~
00 Q)
Z~Q..
roON
:ggL()
00) ,
U:~Qj
-C') C
ffi e<? 5
'C ~ ~
C L() (])
&5 ~ n..
r--:
~
w
w
en c
C:'-
roOl
._ c
.~w
C C
..co
u.-
0).....
f-U
oE
oen
<.(5
00
~I col
ro I/l
5 iii
'OJ en en ~
~ ~ ~ CD 'g>
en - (]) 'C W UJ
Q; ffi ~ ~ ~ .!: C
..c € '5> 0) c g> .2
~? LIi .SOlOl ,g ~ en :ffi
OlUl:>'Cro~"'''''
O(j;L.UJ.J:1:Jo0
ccro ._.....1J)lF
roc;!::en<.>uc:c
~~ffi'E~E:J~
Oo..{/){/){/){/){/)f-
I~I I I 1~1"<3'1L()1
c.
o
:;::;
'-'
C
.2
~
co
E
'C
c.
>-
.0
oj
'-'
c
o
>>
C
o
C
o
Ul
....
W
a.
.c
'-'
co
(])
en
:::i
~
~~
I/l '-' Ol
Q; W Ol
t1> ~:E.5~
.!: Ol 0 Ol W
tJ) C~CQ.)
C I/l .~<.( UJ .!:
~ ~ !!l]j Ol ~~ ~
co 0 I/l 010 co'- W
.~ ro '5>.Q 5 ~ ffi Ol
1:5 E .Q e 'C "C ..c .f:
~ 'ffl 2 ~.$ ffi al .s
UJwc.9J:':-I:2::2:
I 1 I I I 1 I I
Qi
c
D..
'13
cn
o
>-
.0
a;
C
C
o
(/l
...
W
0...
cd
rfl
o ffi
~ g:Q
~ a.C
C cn ..c
w._(/lcal
> OlCii-f-
.- c w c, cn
1'5 Wc.2cen.....
.t:; $ co Om tJ OJ t5 .~
.S!l '-' '-' C 2 E'- E
c.$.-w..... cn 010
.-.- E Ul ~ 0 c
E..cOl=cllloo
'0 f: ..c .2: 0 .... u u
<.(<.(UUUClww
~I (')1 I '<tl col NI I I
Ul
W
W
u..
cn
0)
u
.~
w
(/)
ro
C
o
'w
en
.S1
e
0...
'+-
o
~x
ClW
Co
&~
~
u;
.&:
...
ro
Ol
>>
.....
C
W
u
e!
u;
o
.s
en
Iii
~
Ll)
Vl
rn
-I
(/l
(])
Ol
u..
cn
Ol ~
<'>'"
.~~
~g
ro~
Bal
.~~
.S1t:::
o al
a:~
t;:::::'
~ii
ro Ol
E'~
E~
::JQl
(/)0::
05
N
0;>
,-
:>
w
~
..".
W
CJ
<l;
a.
..".
Ln
N
~
rr
o
u..
o
rr
<l;
o
Z
~
UJ
C
o 0 C C C.2 ...
ogg,g,g,g1:B
o . .= = = E ro
<=!.~ gEE Eo e!
ONLl)......NLQ..-Ol
OtFttFtffitFtffifFt...
~.9.9.9.9.9.9~
COOOCCCO
~8gg~~~~
cn c:5 c:5 c:5 '-E '-E '-E E
(1)0 LQ 0 0
W......NLl)......NLQ......
.....JEfiEfiEfifFtfFtfFtU)
"":NM-<itritrir--:cd
~I H~I
~I H ...1
~I 11'-1--1
~l H...I
~I H ...1
(I)
(1)
Ol
(I)
iii
::>
o
Ol
C
'6
:J
(3
C
._~
- ... .
-c~-c
o :> 0
;:.~ ;:
Uenc
ctlQ)C'l
~ E'(jj
co....
8-o.E
-QiQ)
~ ..c ..c
Q)--
'000
ID--
u..<c<c
CI
OJ
OJ
..c
.:.t.
u
Ol
..c
u
ai'
'-'
C
Ol
'C
Ol
D.
X
ID
..c
u
:J
cn
'5
o
-S
.~
'S
..0
~
5
;:
c
Ol
'w
...
..Q
.!:
'0
ID
en
(])
Q;
~
cn
~
u::
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.1
.
CJJ
Q) ~
Q) CJJ
Ll.'O
CJJ C
CJJ ro
o C/)
'- :l
G,g
ro~
0:':::"
I-
'+-
o Ul
QjU
.c.~
E e
~a.
..91<1>
t;: '0
00
0::0
~NM~lO'CD'r:::oomS
NNNNNNNNNC')
CIl
Q} ~
Q} CIl
Ll.'O
C
C/) ro
CJ) CJ)
e :l
~~
ro c
O~
I-
'+-
o Ul
'- .....
Q) 0
.c.~
E e
~a.
~<1>
t;: '0
00
0::0
~Nc;)~LO(Qr::2roO)O
~"-~~T"""''T''''''''-''-T'''''''N
CJJ
ro
Q)
>-
L!)
u;
ro
--1
al
o
C
.~
Iii
0.
x
w
t5
Q)
'0
0::
rJl
-E
'-
u::
'0
..91
t;:
o
0::
ci
.,.-
~~~~[:;:;c;g~g~
Q}cococoo l[)l!JC')
Ll.rorD-<i a N
cncnT"""'N N
C/):lfEr
eo
(9:5
-c
ro.-
~~
'+-
o Ul
'- .....
Q) 0
.0 .~ Ol r;:: N ~ .,.- N ~ l!)
E e
~a.
Q) Q)
t;::'O..-.,.-C')C!)COOlNr--
ao"-NC')~r--r--OO
0::000000..-..-.,.-
~Nc;1~L()<Dr::-rorn~
~
cro'O
o ::l Q)
:.;:;1:510
~<(E
o.~..;::l
EQ}Ul
o1iiW
00"
-t:(j)~
0'0 C/)
>co
>roO
_Ul~
0:Ju;
.....oC
cn:So
OcO
o:.=,._
CJ)
CJ)
Q}
-0
'0
<(
'0
C
ro
W
E
ro
z
'-
Q)
c
~
o
Ul
'-
ro
Q)
>-
l!)
u;
ro
--1
ui
QJ
C.
E
ro
x
w
t5
Q}
'0'
'-
a.
c
.Q
1ii
()
o
--1
'0
C
m
Q)
E
m
z
t5
Q)
'e-
a.
- -~
u=
- '-
A 0
a.. . -
. >
;'
..91QJ
"" '0
o 0
0::0
..-
.,.-
r--
o
o
N
o
o
o
a
o
N
fEr
c
.Q
ro
t::
o
0.
CJJ
C
~
l-
'+-
o
.....
C
Q)
~ro
ro'O
0. 'C
Q) 0
OU::
ro...:
:gE
O.~
U::::::?:
'0
ro
o
OC
'-
~
~
-E
iii
>.
ro
~
Ul
Ul
W
5.Ul~
~ ~'g
,gffiU::
OJ ..c ._.
E t: E
ro J!! .~
a.E:2
o
..-
.,.-
o
~
o
o
N
rJl
-t:
o
~
.~
:0
::l
a..
C
c
::l
o
o
Q)
'0
l'C
Oro
c:2
So
:au:
c....:
e E
.....[1)
Q).-
::::?:::::?:
C
2
'3
C/)
c
o
o
<1>
OJ
'0
'C
ro
._ m
E:g
.~ 0
::::?:u::
'+- .
0'-
t::E
o.~
a.:2
N
a.
.,.-
.,.-
o
l!J
o
o
N
o
o
q
o
..-
fEr
Ul
~
'-
a
~
.~
:0
::l
a..
C
c
:J
o
Oro
~:g
coE
9 Ll._
'E 'E
ro ro
~~
Ul
Q)
o ro
.~ :g
Q)
cn~
Q)
.g~
'C c
ro 5
~ <..)
o W
<1> '0
C co
ro 0
= .
~ 'E
C/) l'C
~ ~
C')
a.
.,.-
..-
o
C')
o
o
N
o
o
0_
o
r--
fEr
c
W
E
t::
ro
0.
Q)
o
c
o ro
:'::'0
CO'C
"> a
<(u::
>. -
1:~
::l ro
01:
o Q)
1:5
ro ro
~--1
e...;
roll.
Q}
OJ
c
ro
..c
~
W
C
-l'C
t::'O~
O'C t5
e- E Q}
<t Ll._ 'e
QlWo.
roro'O
'0'0=
'- '- ::l
QlQ}.o
'0'0.
::l ::l C
jj.~
....;....;~
Ll.Ll.~
~
o
..-
..-
o
C')
o
o
N
o
o
o.
o
o
.,.-
fEr
c
.Q
ro
t::
o
0.
C/)
C
~
1-l'C
- '0
O'C
.....0
c-
wLl.
E A
t::..91
l'C l'C
0.1:
Ql Ql
0'0
l'C :J
'Ol'C
. c: --1
o .
u::it
Ql
OJ
C
co
..c
()
'-
Q)
:f
t::l'C
0'0
0..-
.:: (;
<(-
.ll..
~~
-c
..c:::l
() 0
mo
Q}..c
roo
E ro
-Ql
mro
e:E
L!) -
Olro
....!..a.
l!)
a.
.,.-
o
(")
o
o
N
o
o
o.
L!)
N
fEr
c
o
~
1::
o
0.
rJl
C
ro
~
-
o
C
W
E
t::ro
l'C'O
0. 'c
CD 0
OU:
co....:
:gE
o.~
U::::::?:
OJ
c
'1:
Q)
'0
~
'0
l'C
o
0::
Ql
Q)
.0
o
..c
o
Q)
W
~
o
l!)m
N'O
'0 ";::
l'C 0
all.
0:: -
.!!J'E
co l'C
ii5~
(0
a.
..-
..-
o
C>
C>
o
N
o
o
O.
N
fEr
c
o
~
1::
o
0.
rJl
C
ro
~
-
o
C
Q) ro
E:g
~.2
0.Ll.
Ql .
O~
l'c0
:gQl
.216
Ll.--1
c
CD
E
CD
()
ro
C.
<1>
0::
Ql
OJ
:2ro
'-'0
ro .-
QlQ
::::Ll.
~ .
roC
:25
. 0
roO
N-
Nro
o::~
cnO
r--
0.
..-
..-
o
N
~
:>
w
es
'<t
w
CJ
<(
a..
'<t
lD
N
:2
c::
o
u.
o
0:
<(
o
z
~
rJ)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
o
o
<::)
N
c
o
~
o
0.
m
C
~
f- ro
..... "0
Q'i::
.....0
C -
(])u..
E -
1::~
ro ro
0."0
(]).....
o.:!l
ro ::J
"Oro
.- -'
C .
u::u:::
m
<ll
U
.~
<ll
U)
C
Ol
'(jj
<ll
o
Cl)
Ol
:Q
en
Q,)
"0
~
:s
m
15
00
a..
~
~
o
to
o
<::)
N
o
o
o
<6
CO
w
c
o
75
t::
o
0.
m
C
~
f-
'5
c
0)
E
tro
ro"O
o.'C
<ll 0
au::
ro..:
:QE
c.!!1
U:::2
>-
~
m
en
(])
a.
x ro
UJ "0
o 'C
~ .2
0) u..
E<ll,i-
ro <ll c
a...o::l
<DOO
NijO
000)(])
"oQ,)-o
~5~
0:: 0.1.
<ll..... E
]JG..,. .!!1
U)1"-::2;
en
a..
~
N
o
..,.
o
o
N
c
o
~
t::
o
0.
m
c:
~
f-
'5
.....
c
(])
E
t::ro
ro"O
Q.'C
(]) 0
OU::
ro..:
:gE
0.!!1
U::::2
::;
Q)
.:;
(])
0::
~ro
._ "0
- 'C
:Co
ro-
.....ll..
o _
2~
WC
C ::J
00
00
QJ (])
-0"0
.- ro
~9
(,).-
.;:: E
tlro
15~
o
.....
a..
~
N
o
C')
o
o
N
o
o
0_
00
lh
~
C
.r:
'5
<(
>-
ro
::
UJ
m
Q,)
L-
a.
x
W
~
C
::l
o
o
Cll ro
rn -0
c 'C
~ .2
au..
6 <5
"0"0
C C
ro ro
1:: "i:
00
>-
ro
::;
m
en
l!!~
o..c
x 0
UJ-
E~
wen
.... Ol
en C
aJ.-
~a.
IU)
en.....
N(])
~.....
0:: .S:
Cf.)~
~
~
0...
~
N
o
C')
o
o
N
o
o
o
o
o
10
.....
w
c:
o
+:>
ro
t::
o
0.
Ul
C
ro
b=ro
4- "0
0'-
.....
....0
C-
IDu..
E w
t-
ro ro
0.'E
ID 0)
0"0
ro ::J
-oro
'C -'
~~
~
'm
a.
ID
a:
0)
Ol
"0
'C
co
19
C
ID
E
al'ro
Cf.)"O
.....t:
00
-;;u::
c -
._ OJ
'Sro
e'E
(!lOJ
"0
C ::J
o ro
"0 -'
C
OJ";
f-u..
N
~
0...
.....
N
o
o
o
o
N
o
o
o
..;
C')
w
e
.Q
~
o
0.
Ul
C
~ {!J
f- 'C
'5 0
.... u::
c:
Cll.....c
E.g (,)
15tlm
0.'- co
OJ a 0
oWe
ro~ro
"0 0. 0.
.c E E
.Q::JO
u..f-a..
>-
ro
~.g;
m.-
m L-
L- 0
stU::
Wai
1:;):=
ro >
o m
o.:.t.
eO
::J e
Cf.)CO
C')
~
0...
N
o
..,.
o
o
N
o
o
q
00
w
e
o
~
t
o
0.
Ul
C
~
f-
4-
o
....
c:
Cll
E
tro
ro"O
o.'c
CllO
au::
ro..:
:gE
o.~
U:::2
>-
"0
::J
Ci)
ro
c
OJ
E
c
e
.:;
C
W
mod
~c
U5~
= 0.
co.Qro
@)~:g
o.QJo
Eau::
& 13....:-
1O'~ ~
~O::~
~
.....
a..
C')
C')
o
en
en
0)
.....
o
o
o
..;
w
.....
c
(])
E
t
ro
0.
(])
o
Cl
c:
.;:
Q)
OJ
cm
.- 'C
Cl._
C .....
W.Q
~u...
C:.1:
::lU
om
OOJ
.r:ro
(,) E
ro_
m co
roo...
Etl
-OJ
8:~
>-
"0
::J
(j)
ro
c.{g
0)'1::
Eo
c-
OIL
..... -
.:; 13
c m
wQ)
~ro
cE
OJ-
> m
<(0...
G .....
om
'<tal
.....~
l!)
.....
o
C')
C')
o
C')
o
o
N
o
o
o
cO
w
(])
Ol
~
o
o
ro'C
g.;:
+:>.2
rou..
Z _
ro.c
:Qm
oro
u:::E
<Jl
OJ
~
'0
ro
u..
OJ
Ol
~
Q) ro
Ol(!)
(])Ol
=e
0.-
0-1:':
-roro
roo.."o
:5 od'C
.- 0
1i'iEU::
z 0 _
mo.r:
"t)Vsro
'C Ul ~
ororo
U::OI
en
.....
0...
en
I"-
o
CO
o
o
N
c:
o
'en
.:;
15
c:>-
o ro
+:>::;
~.c
.....Cl
m'-
't: :c
.- <Jl
E"O
"Oc:
<(ro
...J
>-- ro
ro~c:
:: 0)'-
.r: "0 01
0l0).:
Iu..>
-c:di
~.....c
m 0).-
"O<n"C
mro$
ILWCf.)
<II
(])
U
.~
Q)
Cf.)
Ol
C
'C
0)
m
.~
Ol
c
W
Cl)
Ol
"0
'1::
CO
'C
c:
ro
>-
ro
::; c
.r: .Q
0l0l
.- Cl)
:cO::
<(.c
:s:'S
:Co
ll..Cf.)
I"-
.....
0..
en
..,.
o
L!)
o
o
N
e
.Q
1i'i
1::
o
0.
III
e
~
f-
"-
o
'E
(])
~ro
ro"O
o.'c
0) 0
OU::
ro ...:
:2E
o.!!1
[[:2
CO
1:5
'C
t?
15
..1
C
.is
~ro
e"O
O'~
o.Q
-ll..
r=...:
(]) E
c: ro
Cll.-
0:2
co
.....
o
en
..,.
o
'<t
o
o
N
o
o
o
o
o
C"l
ffi
c
o
~
t
o
0.
Ul
C
~
f-
"-
o
'E
ID
~ro
ro'O
~'C::
ID 0
au::
ro..:
:gE
o.!!!
[[:2
iii
"0
o
E
.....
Cl)
:5
'E 1::
ro 0
~.g.
.....<(
Siii
c c
OlD
'00 :+::;
ID ro
oE
>-$
roc:
3:=
"OE
~.~ co
0:::2"0
CD ;S .~
.2 .~ u::
at ~...:
u2 E
c c: ro
8c3~
en
.....
o
CO
'<t
o
N
~
~
(Y)
o
o
N
:>
w
es
'<t
w
t?
<(
n.
'<t
to
N
:2
0::
o
IL
o
0::
<(
o
z
~
Ul
o
o
0_
o
I"-
W
c
Cll
~
ro
0.
Ql
o
C
.Q ro
~:g
~.Q
~ u...
c OJ
~rai
O'E
Cl)
"0 "0
ro ~
3:-,
e~
roll..
OJ
Ol
c
ro
.r:
f::!
2
c:
1::.{g
&"C
......2
;a:u..
Q) ai"
(ijro
"0"0
..... .....
Q) ID
"0 'C
::J ::J
ro ro
....J ...J
iLU:
~
t5
ID
"e-
o.
:Q
'5
.c
I
c
Ol
'en
Cl)
~
o
N
o
CO
..,.
o
I.
.'
.
I.
Ie
.
.
.
.
.
.
.
.
.
.
.
.
I.
I
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.1
.
ll)
o
<=>
N
o
o
~
N
C'l
Ifi
c
o
~
1::
o
0.
<Jl
C
rn
,=:
-
o
-
c
Q)
E
1::rn
ro-o
o.'c
Q)O
OiL:
rn...:
:EE
o.~
U::~
>-.{g
ro.-
== 0
C/l-
C/lLl.
Q) -
'->-
0.-
>< C
w::l
o
..c()
ro Q)
~-o
._ ro
::CO
~
N
0..
CD
'<t
o
CD
o
o
N
o
o
o
N
N
Ifi
c
.Q
ro
1::
o
0.
<Jl
C
rn
'=:CO
- "0
O'C
-0
c-
OlLI.
E -
1::~
co co
c.."O
Ql'-
O~
co ::l
"0 co
'C -I
o .
u::U::
m
-0
og
u::
>.
c
::l
o
O()
co.e
-ou
corn
00l
O::ro
.!BE
J9Cii
(/)0..
N
N
0..
CD
'<t
o
C'l
o
o
N
o
C>
~
N
EJ7
co
.e-o
<J'e
COo
Ql-
roLl.
C/l~
Ql U
-co
!!2(J)
>-co
C <Jl
C Q)
::1-
Cf)!!2
->-
o c
z.c
._ ::l
()Cf)
c
Q)
E
Q)
>
e
0.
E
(J)
OJ
co
C
'co
O~
~.~
-mll:
Ql -
'-..c
U5~
C/l Q)
(J)ro
o C/l
.ew
(/)"iii
c-;'
:!2~
o ::l
CD(/)
C'l
N
n..
(0
'<t
o
C'l
o
o
N
o
o
o
-<i
EJ7
c
w
E
1::
co
0.
Ol
o
C/l
-"
'-
o
~
.~
:is
:J
0..
(J).@
-g "C
O~
I
'E'E
ro co
~~
<Jl
Q)
::l
C
(J)
~
-g ro
N:E
'-
"00
c-
roLl.
~'E
w.~
z~
'<t
N
n..
~
o
C'l
o
o
N
co
.e-o
~'C:
Q)E
roLl.
IF!~
Q) U
]j~
:>.CO
c <Jl
C Q)
::l-
Cf)!!2
-:>.
Oc
:>.c
~:J
()Cf)
IF!
Ql
U
'2:
Ql
Cf)
0l<1l
c-o
'c 'c
w 0
w-
cLl.
'51~
co
wro
<Jl III
::lro
o IJ)
Cll Cll
c-
ro!!2
=:>.
Q) C
fA C
.- ::l
~Cf)
ll)
N
n..
(0
'<t
o
C'l
o
o
N
o
o
O.
N
,....
Ifi
IJ)
-"
'-
o
s:
.!:!
:is
::l
Q..
Z.
c:
::l
o
()ro
Q):!;!
-oL-
roo2
9 LI..
'E 'E
<1l<1l
~~
IJ)
u
(lJ
.e
n..
:>.
<1l
:; ro
-0-0
~.;::
o::~
<Jl _
::1~
o c:
W ::1
C a
J!!()
-aiw
.~ -g
:20
(0
N
n..
CD
'<t
o
ill
ill
0>
.-
o
o
0_
o
,....
EJ7
C
.Q
~
o
0.
IF!
C
~
I-
-
o
C
Ill_
E U co
1::'C 'C
ro en .~
g- is u::
o Q) -
ro~.g
-oo.c
'C E co
O:J"i::
u:: I- 0
Ql
OJ
C
ro
..c
e
.!B
c
-co
<1l-o
C'C
Q)e
~u::
'- .
wQl
.e .<[1
+-' '-
C C
co :J
Q..Cf)
r--.
N
Q..
(0
'<t
o
o
o
<:)
N
co
.t:-o
(,Jot:
m 0
Ol-
roLL..
IF!~
Ql U
]jgJ
:>.Cl]
C r.tl
C Ol
::l-
Cf)!!2
-:>.
o c
~c
.- ::l
()Cf)
C/l
C
o
~<C
'0-'0
c: :J.-
coma
Ol-
c:0::LI.
lQ"E.c
Q..Q)U
~ E gJ
.- c.. co
~o2lF!
Cll Ql Ql
.e>-
OlOl!!2
5. 0 :>.
E'O C
C C
o m :J
()-ICf)
co
N
()
co
r--
o
'<t
o
<:)
N
+-'
C
Cll
~
ro
D-
Ol
o
1::
o
c..
co
Ol
Cf)CO
Ill:!;!
'0""
coo2
9 LL_
'E 'E
<1l ro
~~
<Jl
CJ
U
.~
w
m
OJ
c:
.;::
CJ
Ol
c:
'en
c:
UJro
'E :g
roO
~u::
'6 'Ef
6.~
Q..~
0>
N
n..
r--.
o
....
CD
o
o
N
C
Ol
E
1::
ro
0.
CJ
o
<Jl
-"
'-
a
s:
.!:l
:c
::l
n..
Q).{g
'0.-
co L-
002
LL
I
'E 'E
ro ro
~~
CIl
Q)
U
.~
Q)
m
OJ
C
'>.
Q)
~
::l
U'J
OJ
c:
'C
Q)
Q)
C
'0, ro
c'C
W'C
'OS?
cLL
co...:
'CE
c co
ro'-
-I~
o
C")
0..
N
o
....
Q)
ro
Cl
~J
~
"-
o
c:
<l.J
E
.!B
2
<Jl
ro
.~
OJ
c
'0
OJ
(!!
Q
Cll
.e
I-
N
....
N
a,>
,....
,....
r--
o
o
N
to
.....
:>
w
~
..q
w
c:J
<l;
0-
'<t
If:l
C'l
:2
lY
o
u-
n
0:
<l;
o
z
<l;
?-
m
0.
<x:
C
III
'0
'in
~
0..
Q)
u
:>
ai
C/l
:J
Q)
o
Cl]
1::
Ol
.c
o
0::
~
l=
'0
c:
ro
III
E
ro
Z
'0
w
c.
:>.
I-
~
~
Qj
:i
1il
C
.Ql
(/)
.
.
.c
o
.~
t;::: >.
.:g ~
(i),+-
.:;' 'i
.C,,) .0
a5 E
,O):J
.~Z
.0
.N
e
<(
Z
.~ ~
..c: E
ii5 ~
:::J c
.ca :J
(i) 0 >.
t (,) C C
......cro
IE <( ~
eE,22
o ro ro
.~QO
N
.
.
e
t
.
.
.
.
.
10,
..~
LL
..!!2
..~
t LL
.-5
1'-
.~
.~
o
.~
IC,,)
.~
--
l(i)
.~
.=
C,,)
(i)
.'e
.~
.
.0-
O:::LL
.<( ~
e~~
. <( 0:::
r..-O
. (/) LL
.
<(
z
W
~
::>
I-
u
::>
~
I-
en
<
~
LL
Z
.....1-
9z
MW
9~
......z
o~
'W
0>
Zo
ene>
z
:r:o~
u-o
<I-LL
W<en
al~w
en!:!::u
w..J-
..J<>
en::>~
-OW
>- en
Z~e>
zoz
::>LL-
enl-~
LLenW
oWW
>-::>~
I-oe>
_wz
u~w
L{)
L{)
N
-
(i)
'-
:J
C
(i)
<fJ >
Q) I
~ <..l -c
Q).~ ~
~ (]) E t5 '0
'0, U) Q) Q) -,
~~'~"e- ~
.!.rn2D..
2(fig~ E
.- 0:: <fJ <..l .-
~-g~~ LL
<(roOU) (")
t5
ro
C
o
o
.8
ro
a.
'(3
c
";::
0...
'+-
o
'-
(i)
.0
E
:J
Z
(i)
c
o
..c
a.
(i)
ID
I- W
06 0... LO
(i) ......
:;::.~ LO
f= 0 r-;-
(i) (/) C r:::
E c(i)'<t
ro 0:Q_
EC/)LO
Z ro~O
o:::o...~
ro
C")
C/)
C/)
(i)
'-
-0
-0
<(
06
(i)
E
ro
z
.(i)
C,,) :J
~CN
_ (i) /'-
0)>..-
c<(C")
.;:: ..c C")
(i)- '"
(i)/,--o
c (J) ._
'OJ> 0
c>-
W . LL
c Z .--
=..-E
'- (J) ro
ro ..- ._
2N2
C")
E
2
-0
C
ro
~
(i)
c
c
o
t5
(i)
'0
'-
a.
.!!2
:S
c
o
-0
(i)
.t::!
:s
(i)
.0
.8
ID
c
c
o
C/)
'-
(i)
a.
C
Jg
:J
C/)
C
o
C,,)
-0
(i)
C/)
o
a.
o
'-
a.
'-
(i)
C
W
E
o
'-
'+-
C
(i)
'-
(i)
~
-0
~
~-
'-
o
3i:
E
'-
o
't:
(i)
a.
.8
(i)
C,,)
!E
o
'+-
o
C/)
C/)
(i)
'-
-0
-0
<(
.0
C")
c
o
U
C
:J
'+-
>.
'-
ro
E
.;::
a.
>.
.0
(i)
C,,)
C
o
>.
C
o
c
o
C/)
'-
(i)
a.
..c
C,,)
ro
(i)
-
c/)"-:"
:.::im
(i)(i)
.~~
Cic
'(3 0
.!!2 ID
Oc
>.c
.o~
IDQ)
Ca.
c (i)
OC/)
~:J
(i) 0
o.....c
I
'C
'<t-
<fJ <fJ
Q; Ci;
en Q)
<fJ ro .s:: c
o ffi g' 0
t5 :2; w ~
~ g g E (i)
~nn~C/)CJ)
~~~~~~
"C 0 0 ~ :.;::; 1r....
roooo...:)O
LO
CD
'<t
~~~rn~~~rn
~~~~~~~~
ro
c
o
(J)
Q)
a:
~ C
a> CIl
..c.Q
0. I-
~ :J
OJ en
g Q;
CIl c
a> C
() ro
oU:
en
I-
a>
a> en
C Q5
OJ a>
C C
W OJ
~ C
CIl W
~ en
C =
CIl 0
Cf)Cf)
C") '<tLO
~~~~~~~~
N
N N
~~~~~~~~
N
en en
I- l-
S gs
~ ~
C C
o W
~ co
() l-
t;:: ::J
'u t5
~E
Cf)Cf)
en
I-
a>
a>
C
OJ
C
W
C
o
U) ~
I- t
o 0
>. 0.
a> en
2: C
::J ~
Cf)f--
en ~
en t5 a>
Q5 ~.~~en
~ a>..cOJQ5
g' 2 .~ ~ Jj ~
Wen2en~a>CIlOJ
CIl 0 en 'OJ 0 g-.~ Jj
() ro 'OJ.Q I- () ffi
E E .Q e .g ~ ..c g'
<.) 0 "'0 (l) C C,) 'c
~t;a>>'--CIla>
ww<.9Ic--l22
~m~~~~~~
~~~~~~~~
~ en
.8 C
en ().~
I- a> ()
gs 5} 'c
C en C -5
g; .~ Q5 C a>
ii w ~ .2 t::
~nroo>t3a3
C ~ .~ Jj ~ ~
'E ..c a> c ~
"0 () ..c :~ 0 CIl
<(~OOOO
C") o/'-o
..-
~~~~~~~~
LO
~~~~~~~~
en
en --
__ en
en .-
.- E
OJ 0
.Q c
o 0
() ()
w w
..c
C,,)
ro
(i)
'-
.E
(jj
c
c
o
<fJ
(j;
0...
ro
-0
I-
ro
'(3
c
ro
c
t;:::
-0
C
ro
ro
.!:?
c
..c
C,,)
2
o
(J)
co
(i)
>
~
'-
.1Q
.~
E
-0
ro
0)
c
-0
:J
13
c
-
~
.0
C/)
C
o
a.
C/)
(i)
'-
'+-
o
C/)
ro
(i)
'-
ro
C,,)
t;:::
'(3
(i)
a.
C/)
(i)
c
~
o
-0---:-
c (i)
ro.!:?
C/)l:I=
EO
.!::: 0)
'+-c
0)';::
C:J
+:iU
ro 0
a.'-
'(3 0...
+::..c
'- -
~.~
U;~
== t+=
WC
0:::0
:)-
I-g
z~
W..c
>C,,)
'ro
I-(i)
z'-
o.E
-''<t
>.LO
.0 N
C/)LL
=(/)
~..c
:!:()
E~
-g~
C/)-
~E
'-
LOt;:::
N
q>
~
:>
w
0::
M
W
~
<(
0...
It)
It)
N
:2:
0::
o
u.
o
D:::
<(
o
z
<(
I-
en
o
Z
o
C/)
(i)
>-
o
<(
--
Z
('-.
'-
(i)
..c
Q)
0)
.8
-0
(i)
~
'-
o
3i:
>.
u;
:J
o
.:;
(i)
'-
a.
(i)
'-
:J
C
(i)
>
I
-
C
'0
-,
.!!2
:S
C/)
ro
I
ro
LO
.
.
.
.
."2-
e~
(f)
'0)
e-ro
'[5
.5l
(f)
.~
.~
'''S
.~
o
.'2
o
.~
l.C)
.~
e~
u
.~
.n
0)
.'[
.~
..2
'''0
.2
CIJ
a.
.'(3
.~
(f)
0)
.:ffi
u
.5l
(f)
.~
I.....
.~
"S
.~
o
.0
I~
.~
I "0
.2 .
l:::l-
.~.~
I .!!l t'I=
.-.0
~ ~
.:::l._
ct5
I 0) CIJ
.~ b
..... C
Ie 0
.- ()
..Q.
I CIJ :5
.0 '3
C 0)
.=~
C 0
.0)>>
-g"O
.0CIJ
a.~
I ~ co
.~o
1- C
.<O~
.
.c~_
:=:00
3':'Q)z
"0.0,-
0)0)0
-tE(f)
0.- 0)
>'->-
>0..._
(f)
0)
>-
OJ
C
~
E
'-
0)
0...
"0
C
CIJ
co
C
0)
c E
CIJ C
'(3 e
0) '>
a. C
(/) W
u
C
(f)
0)
-ro
'(3 0)
o :::l
(f) C
(f) 0)
(f) <( > l.C)
~ 06<(-.;r
'-- CNM
:g 'co c: C")
<( 3': S ~
"0 (/) . LL
C - (/) ....:
CIJ ~ l.C) E
0) = N CIJ
E ~~~
CIJ _
Z ..--
(f)
0)
>-
CIJ
'-
:::l
n
:::l
'--
U5
u
C
(f)C")
20N
ClJNCO
'(3 0) ..--
O:=:C")
(f)::lC")
(f) (/) ~
<( .....;-LL
06~..c
..c '-- U
u..... CIJ
o (/) 0)
IC")CO
_ co ._
W ..-- E
OJ . CIJ
C W._
O):Z~
3':o..c
(f) .....
.- (J) '--
0) ..-- 0
CO..--Z
-
N
(f)
0)
>-
CIJ
.S:?
C
..c
U
0)
o
0)
(')
0)
U
CIJ
0::
co~
6co
.- C")
~C")
. 0) ~
~OLL
- ct CIJ
~ l.C) a.
'-- 0 E
.~ 00 CIJ
f-I'-f-
-
C")
N
~
~
~
:>
w
n::
v
w
C)
<(
0-
Il)
Il)
N
:2
n::
o
u..
Cl
0::
<(
Cl
Z
<(
I-
(f)
-
-.;r
to
-
I'-
-
00
-
l.C)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
.
.
I
.
.
.
.
.
.
.
.
.
.
~~ro.gl:--g
~ '0 .~ ro .Q> l1l
L... ._ C "- C/)
O>..c~(i)U
'+-03U -u=
(i)UJ(i)UJ 00
:0 _ ~ .~ C :J
'ifj .~ ro -g (i) 0.
I:03E~EUJ
O+-JL...(/)C::J
o.roOL-OlO
UJ I:O=L-
(i)- U l1l (i)
L- ~ (i) .;:: >. E
~ '0 E 0 ro :J
l1l ~.~ E U I: I:
""0 L... .-
.;:: .~ 0. e ~.~ 03
.Q 0 .~ '+- ";:: ID :5
LLC/)Et~a.o
'Ef ....: '0 ~ ~ u u
.~ ~ >. <( 0. ~ ~
~ai-g.ui"_UJ
~Ol~ UJ l1l UJ 0.
.~ ro C/) (i) ..c t 0
(I,) ..c ro E U oo...c
_ 0 ~ '-:J UJ
(.) l:uUJ(i)-l<:
.~ C Q) ~ L- 0
~ " E >. Ol >
CI)- OUI:>
'- l1l I: Ol :J .-
o .9- e L- en 03 .~
..... U.- l1l (i)-
O.~ E: U (i) I: -g
L- W ~ ..c 'OJ 0.
00... 0 ~ I:
lJ...uu o.E (i)U
~ I: I: L- .- ~,
UJl1ll1l<(~ui"~
~L-C ul:~
o (i) (i) ro (i) ~.!:::
Q...OlEl:roo.Uui
_ l1l 0. 0 .-
Q)I: :;:::;UL-OOl
Q) l1l .2 l1l 0 2 UJ .~
~~~E~~roOJ
(l,)t)(i)2l1lEl1l(i)
J::: (i) 0 ~ UJ .;:: E
- .~ (i) - 0 >.
It') e t) .- :;:::; .B C/) U
C'l 0... (i) E .- L- I:
:::.. "Ol1l:so.(i)
:so UJ L- .- U 0. L- Ol
~<(0...~l1l~~l1l
L1!&
~ 0- ro
f= ~..c
U .!l!o
c 0 C
l1l C/)',
(i) C l1l
E 0.9-
l1l E g
z co.;::
ro a:: 0...
C
(i)
E
I: L-
.Q> (i)
UJ Ol
UJ l1l
<( ~
t) ~
(i) t)
'e (i)
0..."0
L-
.6 0...
l1l'O(i)UJl1l
.~ I 25 Ol
C/) ~ . ~ .~
....:~.B-goOE
~-g~(i)0(i)
~:JzE"""'E
t)..cUJE~(i)
.~ 0 ..q 8 -g ro
e ~ U Q) .Q>
0... L-UJ~
(i)l:ul1lE
Ol-l<: 0 I: ~
.~ g, UJ l1l l1l .8
E UJ E UJ';:: ~
ro (i) Q) 'ifj 0 0
l1lO..c:02::-C/)..c
u 0 l1l .u
.- <..> L... c L... c
.2:Ef5 0.l1l~ l1l
LL~:.c~I:- ~
ui"1-- ~:;:::;.Q :>, :J
(i) UJt).~UJ
:0 ~ .~ 'x ~ U .~
l1l'- (i) - (i) U
(" ~ UJ 0 ..c ;,;::
\..I :>'Ol(i) u~'+-
-'~I:~l1l ~
~ 0 :;:::; ro ro .~ ~
o (i) ..co
OUJ(i)I:U.~~
~:.c~l1l(i)~~
O)~ L-..c ~
c:: (i) ~ UJ
"- 0 .~ ::: '+- c 5}
E'+-:O(i)O.Q(i)
""-L...:J.Dc:=:=L...
J(i)o...O(i)-gE
Ol ~ E 0 .-
.~ ~ ~ (i) 0. U ~
lI: l1l 0:0.2 >.03
~E03l1l(i).~..c
j...:~E(i)iD:OOJ
CI) ~ :JoO U .~ 8'
.!!! .~ I: 0 Q) - ~
.Qe ~..c(i)>'
cuo...UUJ~>'~
(!) ~c~e3
- ~ 'c (i) ~ 0. E
~ ~ l1l :Q 03 .~ E
,~ ;!; 21 ~ > 0 0
'-'......OL-O~U
r--.
UJ
E
L-
LL
L-
(i)
..c
6
E
~
<0
U
(i)
ro
'0
o
UJ
UJ
l1l
..c
.~
..c
~
E ~
.~ .;::
E ~
L- I:
LL Ol
'+- I:
o W
(i) I:
E L:
l1l l1l
Z ~
U
I:
E
L-
LL
UJ
E
E
~
Q)
U
I:
(i)
.;::
(i)
0.
X
W
UJ
L-
l1l
(i)
>-
-ci
u
Q) t) .~ .~ 03
E(i):t=en..c
l1l '0 l1l 0 ~
uUJ L-';:;I: 0
.;:: l1l 0... _ Olu
.2~UJUJl1l1:
LLl1l:.cl1l'6l1l
.-- .;:: I-- ..c Ol ui"
E 0 U I: (i)
.~ C/) u 5l .;:: '6
~"":~UJ~.2
-~ _03~UJ
.~ Ol U 0. (i)
(I,) ....: .~ 0 _:J
-Q)(i) -UJ
(.) Ol (i) -l<: 0 0
:5l1l1:I: oIo
CI) .- > 0:::
.- l1l ~ > Ol.
o ~ W UJ -.~ (i)
..... :J I: E .~
o t) I: o.Q L- :t=
o (i)'i::O3roOO
1J..."Ol1l E~'t:O
L- ~ .- (i) I--
::::~ 0... ~ E -g 0. 0...
cu '-' ..c -
Q::UI:'+-(i)en(i)
1~l1l0L-.2E
-(i)cCOl(i)E
c:: (i) (i) I: U'-
.l!! 21 E E 'ifj .;:: ~
"5~to.~uu
Cl)ol1l.2L-1:2
c::,o.(i)Ul1ll1l
I: (i) > .-
8',0 (i) (i)-l<: g
ro U~roUJ
c:: o.~ (i) 't: 0. UJ
.2 '0 ~..c:J l1l
..... C L..."'- Cf) 0> en
CU .;:: 0 '+- .~ -l<:
t:o...'+-OL-t)UJ
o t)u.2Q)~
~~~(i)UJ~UJ
c:: ~ I: UJ I: I: :J
III 00 l1l'- 0
.... U 0.- (i)
j...: .~ E 0. ui" I:
L-,+-o (i)l1l
(.)oouo..c=
:::::C/)~ L-U~
.Q ..~ UJ C OJ UJ
::l L- 0 l1l 0 -l<: .-
Q...~o.~uUJE
l1l
U
.;::
.2
LL
E
.~
~
x
C/)
.-
(.)
'c
.-
.!!1
Q
c
o
..
CO
t::
o (.)
c..,- Q.)
l/l 0) ':::-,
cO)2
co"-Q
....-'1::::
I-- UJ Q.)
_:JOl
o ~Cll
c<(~
Q)O~
E ~ CI)
t::oo.....
CO 0) ~
c..,- ':::-,
Ql L- 2
Q(i)Q
cooO_
'tJ E.~
.- (i) (.)
... U Q.)
.f!(i)o..
LLOCl)
'<t
00
I: 0)
o
~
.~
ro
'0
(i)
0.
C/)
--
L-
l1l
(i)
~
(i)
I:
0..
'0
.~
o
-- 0)
U 00
~ 0)
(i)
.~ 00
Ol T""
(i) N
0::: ~
en =l:t:
L- L-
LL (i)
L- (i)
l1l I:
(i) Ol
>- t1J
I:
.Q ~
~ .Q
en ~
Ol~
(i) 0
0::: L-
(i) 0...
> l1l
t5 :g
<( .2
....: LL
l1l
-u
Ol._
e L-
.;:: .2
(i)LL
(i) _
e UJ
.- (i)
Ol_
1:00
W Cll
=(')
>-
o~
UJ I: 0
Q) .- 0
(i) (i) ._-
L- (.) E
g> ~.~
o 'o~
I: C/) '+-
o '+- 0
~ ~..q
U _ UJ
:J (i) L-
U ..c ~
W U.-
l1l I:
a5 OJ:::l
L--(i) UJU I:
0..c~~2
'm:: "- ()
E 0 ~ ~~
I: & ~ .~ ~
o ro L-.~ UJ
..c ->~
~ U I: (i) I:
:;::; c .Q '-_ ~
~~ .- :g ~ "S
....... .. t+= C en
U UJ (i) (i) I:
l1l~uE8
"2:6(i)~(i)
........- u '- ..c
~ ~ .~ f? ~
~ 0 (i) _ I:
0. UJ l1l .-
I:UJ ~
0l(i)~1:1:
._ L- I: (i) 0
~ .~ ~ E ~
u~:J(i)o.
U UJ 0.. '0
U (i) I: 0.'-
1:000:Jt
l1lC/)uUJ~
L- '+-
5,.0.2.::u
.- U I: I:
~.~ ~ (i) l1l
ueOlE -
I 0.l1l o.UJ
~ -l<: 0 ~
0. U U 03 .-
(i) l1l > 0
=roo.(i)E:
l1l 03 I: U .-
o ~ .2> .~~ C
'+- .Q ~ ~~
O3t)uro5l
Ol:J,+-1:1:
l1l Uo 0 l1l 0
C"-- .......()
l1l 0.1: I:
~ _.QE(i)Ol
X ~ 1:'
t) ~ ~ (i) '> ~
(i) 0. l1l .!::: 0 (i)
.~ E 0. :J a. U
eo~O'o.e
o...uo.~l1lo.
'-
Q.)
Q.)
c:
'0,
LiJ
t)
(i)
'0
L-
0.
U
(i)
UJ
o
0.
o
L-
0.
Q)
E
.8
C
l1l
>
(i)
03
L-
UJ
I:
o
~
~ W
l1l U
:J Z
a W
u a::
I: W
l1l 0-
(i) X
U W
~ LL
.;:: 0
~>-
x a::
W <(
03 ~
..c ~
6 :::l
cnC/)
.,...;-UU
I: I: I:
(i) l1l l1l
E U
(l) tE C
0ll1l(i)
l1l L- E
~ I-- 0.
"'" -0
..:::;.UJ_
,+-E~
02 (i)
UJ ~o
l1lC/)
(i) ~
L- I: U
l1l 0 (i) .
:;: '0 ~
(i) l1l L- I:
..cto...o
~ 0 E
I: 0. -'-
.- UJ I: en
(i) I: .Q> (i)
u~UJI--
I:I--(i)UJ
(i) 0 UJ
.- '+- (i)
03 0 I:
0. I: iU'.~
~2~s
l1l..c~
'+- ___ 0> L..-
01:'- (i)
(i) I 0.
UJ E x
ro (i) - W
(i) - Olu
>. o..~ I:
E L- l1l
C")-(i)
Nu~UJ-
1:'- (i)
03 l1l g>'6
1)1:-w2
Ol C/)
UJ .- I: -
l1l~0~
..c0~~
.~ oi t E
o I: 0 I:
.- 0. 0
C/)I:UJL-
I: 1:'-
....: l1l l1l >
~n:~t1J
l1l
U
.;::
o
LL
>-
a::
o
I-
C/)
J:
~
a::
o
~
E
.~
~
e,j
c~
_ I:
~ (i)
ClUJ
.S ~
"'0...
Ql 0
~~
'0,0;
cO)
w"-
cen
= :J
~~
~<(
N
q>
~
:>
w
cr:
In
W
(!)
<(
ll.
In
10
N
::E
0::
o
u.
C
0::
<(
C
Z
<(
f0-
CI)
m
.9-
(.)
c:
&
2 ~ _UJ t)
~03E~
g,>;,;:: UJ
L- 0 ~, (i)
o "" L-
uJEE
UJ ~ ~ .~
I - ro (i) .
OlI:UJo.
c"_:;::; :c
"i:: "0 "- (/)
. (i) 0 (i) I:
U(i)oo.o
~.~ U ~ :;:::;
Ol l1l
-1:0'003
g>w.!!2 L-
.- l1l UJ -UJ
(j) .~ l1l l1l ~
(i) L:';:: ~ ~
I: l1l 0 l1l ._
'OJ~ C/) = 0
1:,+-....:l1lu
W 0"", 0 I:
..:::;.~l1l
C C . en en
L: (i) UJ (i) (i)
l1l E ~.~'o
~ (i) .- c: e
0l>Q)(i)
,+-l1lO3UJOl
o I: UJ l1l
l1l ro >.
c E .~ 6 E
~ Q) ro 'ifj ~
._ ..c L- UJ :J
UJ~en(i)Ol
~ (i)'c '0 ~
0... -g 'E a.-:
(i)OU Ol~
..c .~ l1l.~ ~
~UJ-g:QE
.~ .~ l1l 1) t
~~'-rn
l1l= I: 0.0.
.;:: ,Q 0 I: Q)
o UJ :;:::; .- U
C/)I:UUJ03
g,~tc
L- UJ 0 0._
~~a.~.8
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
I
.
.
.
.
.
.
.
.
.
.
.
co
-0
'C
.2
LL
E
.~
2:
c..i
C......
_ C
- Q)
0100
C ~
.;:: n...
Q) 0
Q)......
.~ T"""
010)
CO)
W"'"
CUl
_ :J
... Ol
III :J
::iE<(
...
I:
Q)
W-C
CL :g
~ '-
~ ~ c..
i= 0 ~
"0 ~:>
c 0 Q)
CO ~ >
Q) <{:;;
E O:J
CO .- U
z 2lQ)
CO. Q) ><
(/)W
C
Ql
-0
'Ci)
~
Ql
II
::;
Ql
.~
:;
II
Ql
~
-0=00>'-0
I:COCO.oQl
CO '+- Q) -+-'
o -0 (j) i!!
3: I: ~ ..c o..E
Q)O.........
'S;: :;::; Q) E 0
Q)i!!OO...U
'- 0.. 00 <;: 00
>.E CO Q)u
~0..c..cQ)
CO U 0 ...... '0'
g.~~~o:
......0
cU)~2--=
oQ)<(uco
.- '- Q) 0.. . .
t5 ~ ~'0'(3 ~
-6 .~ 2: 0.'2 co
e-o.oon...55
o..Ki26C05
'-ooas(j)E~
.2U"OE 0<(
'-~o..~~~
.8(5 I:c2:
U Q)CQ)-
~ .rooEo
:.0 2 .~ L <D (5
U '- Q) > '-
= .~ 0.. Ol 0 C
~e-o~>o
Q) 0.. I: co .~ U
1)cco2:uu
.S? .S? - Q) ~
(/) +oJ - 0 ---..-
- co.o...o-o
Et is..c 0.-0
~o O-..C
5}I:OUCO
Q)l:o>.~c
.;:; ~ U) ~ :0 .2
......Q)CO 00
00 '-:J ..c .-
co~50''::~
CO'- 3: Q)
gsuuocg-
~!ECO...Q)OO
Q)col:Q)=u
00 .::- .Ql Ol U Q)
_ooCOQ),-
o - Q) I: ..c .-
ooCO-oco......-o
5'O>.2:~~
~orot5:.o:::
<( .::- ~ .~'S;: Q)
...; I: 010 0-0
2: 8:c0:: o.S
Q)
U
I:
CO
......
::J
00
00
<{
~
c CO
Q) ::J
E 0
I:
.Ql
00
00
<{
t)
Q)
'Q
...... CO
CL ::J
..cia
a
'-
c
o
o
.~
~~g>E-E
.- c: :;:; Q)
gs co ..c Ol E
-0 g-g.~ 0..
. . '+- U C "5
>.0 0 U -0 .Ql 0"
C~_OQ)OOQ)
6'";-~..c-g~0l
o <0 I:.Ql U .- .~
("")o..cc-o,-
..c ~ u '+- .- ~ .8
~ -- ~ 0 ~ g 'c
Q) ;:;!; = 00 .......- 0
co~~~ S ciiE
E . 0" E 8.~ S?
coW- -"=!E
n...o..:~g:..cro~
_ .Q)<;:uE......
bl:> co ...
:a550al~c.2
::'o..Q)u Q)I:'
oS! E E ~ E ~ .S? .~
:Jo...,oCO>rooo
O..c 0 En... co '-(/)
en f- - Q) 0.. co 2:
... ci!!...... 1:-0 ~f-
..... ..c .0 U .- I: :::
~ 0'- Q) co 0.. n...
o..--'~"O~ Q)
o L.: 0'" 3: Oll: I:
_ Q) 0.. o....c .~ ~ 0
b OlOO 00 Oll: 0.....
~ ~ ~ :c :c .Ql -0 .2
::'COoof-Q)OO.Kic
oS!2:CO ......1: Q)
:J ...... 3: . 19 .Ql 5, E
o as -0 gs ~ gs 'en .9-
en .~ I: .- Q) -0 Q) :J
QleC05c -00"
-lC n... .::;::;.- ~ 00 Q)
III '<t Q) U ... ._ Q) 00
....J Q)coo:Eu~
.r:: f- .~ I: - 0l'2: ~
t::00l0Q)=Q)
OOI:~KitOO~
<:LLW'--O.........
E c 0 ~ ~ o...~ 55
oco.::-Q)>~OI:
,:::==1: 0.0 I:'OQ)
:JO I EOO
::::. 00 0 I: ~.S? Ol
01: ......
o >. ~ Q) ~ CO .~
:t Y :=; 0.. U <;: (j) -0
LO.oCO-O:C:;::;I:.2
Ol:J:JI:Q)OOQ)U
...!. (/) 0 co > .~ Ol.~
(j)
00
E
......
LL
......
Q)
..c
6
f;
~
<0
"0
Q)
ro
'(3
o
00
00
co
..c
g
..c
~
f;
.~
E
.!:::
LL
-
o
Q)
E
co -.::
Z co
U ~
U
I:
E
......
LL
.~
f;
f;
~
Q)
U
I:
Q)
'C
Q)
Q.
><
W
00
......
co
Q)
>-
u
0>
C
'C
Q)
Q)
I:
0>
C
W
c
C 00'- 0
OlooE......
.- Q) co Q)
-<igs~~:J
..... -0 co -0
N '+- '+- 0)
'";- 0 al 0 .~
~o~U).E
:>. ("") .::- E co.Ql
c.-C:'=Q)-6
::JU)O....... we:
oguo<.5~:.;;::
U-~(fJ--+-' '-
':=;Q)2: 00 co
Q)wco- ,-E
-g 0..: :J'E Q).2 ......
o.~oEI:a5
I 00- 0 E
'E- Q) co 3: ..c :;::;
"'OCi;-+-':!::::::coW
.~ C > -0 3: ... >
2:COOQ) Q)CO
..c U <0 :s? 0..
~OQ)CO("")OO-o
(;)2:E.oC051:
.r::Q)'-E UCO
_..c0Q)0:::~0l
cu- (/)~I:
C'I e i!! u ...... Ki 'c
3:: :J.o Q) U I: .Ql
<: ~ .~ 'e ~ .Ql 00.
o..oo..cgst
-(j)5}oo8-o8.
~ g> Q) :c co .!:::
co I: ... f- .8 .- <(
co 00 u_
ct2:CO >.2i~
lI)...... 3: uic 00 0
E as ~ .~ 5 al ~
Le '0' co 5 0 -0 E
__ lo.... _:.;:::; :::J Q)
""'n......UQ)U......
~<o25co-oEE
o f- I: I: co .-
.- 00 . E
ct 0 Ol._ I t co
Q) 0 I: ro 'E 0 .-
c: LL W ... co e-2:
:J ...... - co .- .- 0
Ql I: e ar2: <( ......
....,(0_,- _>,
Q,)~ca.cro.-=::
....J :J 0 .- I: E
'-'- ~ 0 I: >. g 'x
:ri 0 >>-5. co co 0
O)y~ ?;Eo.
ct-g~~-g,2Q)
lI)(/)Oco:CEE
o
00
0)
c ...- N
o Z;~
~ "Vj"-
.t::! Q) Q).
co >0>
'(3 'c ~
~ ~(5
(/) ro 0
-.:: c >-
co 0::::
Q) .- C
s ro ::J
nEE
00 Q) E
or C 0
~ -0
0>.gJQ)
~ ,c-g
.20
C LL._
o f- E
~ ~~
~ 0 .
W (/) (/)
Q) a:i <i
Q)
C
0.
'(3
.~
o
--
"0
Q)
......
Q)
~
0>
Q)
n::::
~
C")co
002
0).0
Ul N"'- Q)
'- oo=LL
LL (j) a. c-ri
ro "'-<{o
Q) >- .<0
>- :; C") '<j'
-,00...-
I: _00:t:l:
o ~~LLi
~ ~:t:l:~
.~ ~w ~
0>
Q) LLi~~
n:::: ~.~ Co
~ co EO
'f.: "OO..c
'-' .~;;: t:
<{ Ocoo
......: U::oz
n 0
Q)
'0'
'-
0..
I:
Q)
"E: ~ c
~g~
Q) LD :J
"E~O-
O~ro
~--Ci3
OLD>
:s:go
- ~ Q)
-E'ujE
:J n... L-
o ..2
O(j)
Q)=i!!
-oLL.o
co 1:: "00
Ococ
..!.o 0
E..5}
.~ Q) (l)
2: Ol '-
_ ~ 00
c:coco
~2:3:
~t3-g
~.~ co
o '- .
(,)n...(j)
c: <0 Q)
o f- .~
:;:: 0 Ol
1ll0tlJOOQ)
t:: LL :J ~
o -o~
Q., c e.c 3:
CIl CO""" CO 00
:;'35>(j)
~~Oui"2
o 0 >..~ 0
::::y~~~
.Q .0 co._ 0
:J:J:Ju>
0.. (/)0 co>
CO
o
'-
c
o
U
00
00
(j)
t
Q)
'0'
......
0..
"0
Q)
00
o
Q.
o
......
Q.
Q)
f;
.8
C
co
>
Q)
Q)
......
LD Ol C Ol Q)
("") I: 0 I: E.
I: ~ 00 .2 0l0l
co co "2 co I: .~
E 0.. 0 ~ ~5,
~ a ~ I: .2 'en
o Ol co-
~ ~ ~ 'en ~ ~
o :0 C 0 tC
'en co 0 0 0
I: 00 I: 0.. o..U
.gc~ -E Ki ~~
~ .S? ~ co > >. co
ro~ E""i::: Q5~
>-0-0 co - Ol
Q)CI: -0 .:: ml:
-0 8 co ~ 0 co .~
Ki~5 I: C Q)O
3: .- :;::; 0 0 ro u
Q) 5, '6 :e ~ 0.. >.
.-.- I: -0""; L- Q) co
~~8 5a5~ o::~
-oCOl uE~ .co
-COC .,-1:0.. Q)O
Q) ......- -- 0 '- > '-
LL.- C I: C_ Q) I: <( >-
Q)'- I: > co N co
EE:JOOOCi.. N_:>
. '-0Q)0l :>
C'Q)Q)OOO--o
0>Q; :JCOI: >~
ccooQ).o~co >
Q)o.. -0_-01: 2'0
>00 .80Q)0l -000
.~ 00 >. I: LL 'en I: 00
Q) -0 '-E 0 -0 Q) co Q)
o~.3 :;:;cO mE
--I co (/).~ as co . . 0::: as
Ol - '- 2: 0.. Q) Ol Q) (/) '-
.~ ~.8 c (J) 10 .S; ~ ...... 0
-c co U';::: E U5 I: 0.. co U
co 00 Q) Q) .Ql E I: -0
n... :J I: - . >.(/) :J 0 I:
... I: 00 I: .0 f-'- co
Q)oocOooQ) ro
-0 - 0 co.- Q) -0 00 :J 00
0:: 00 .::- u .- 0:: II - 00
'OcooQ):s? co~~
-0--0 Olo..oo-o:s?W Q)
I: OlO'-OO.oC'" >
co I: E co C :J co 0 >..-
..Y:. .- '- u - (/)..Y:. u: ..... 1:5
'-~ <D"'C (f) rJ) '- Q)~ Q)
&. ~E Ki~.6&.E~~
N
q>
~
~
:>
w
~
10
W
Cl
<I:
Q.
10
10
N
:i;
0::
o
u.
C
0::
<I:
c
z
<I:
I-
CJ)
00
I:
o
~
U
~ W
co U
::J Z
o W
-g 0::
co w
Q) c..
u ><
a3 w
'C u.
~O
>< >-
w 0::
...... <(
~ ~
6 ~
::>
cnCIJ
="u '0 ro -g <Ii vi.!2 g>t"
.2: Q) .~ co ro '00 ~ .- 0 .
u '0' I: t:: >- co I: 0.. 00
_ ...... 0 Q) O>.~ ro ~ :J Q. Q)
o 0..'00 > .S:: Ul I: --::. - 5l .~
ooooS"OI:Q)coo---::' 2:
Q)Q)......I:O> ...... --Q)
cooo "0 ~ co '00 Ul c I 0 ~ 00
::J 0 co n:::: n:::: .- -
-E. 13 5l]j c <.) t: -- E ~
_ .S:: I: .Q I: co 0> >- u 0
- . 0 - 0 ~ I: ...... Q) .-
co Q) 6,.t::! ~ :;:; - '00 .8 ...... ~
.S:: :2 '00 0 '6 ~ ~ ~ a3 vi ~
Q)...... Q)..c......o...... 0>...... > >-0
u Q)"O _ Ul'- U I: co ......
C 0.. 00 0 I: 00 .- - Q.
Q)><>-I:uo >- Q)-
.- Q) co 0 >- U'~ ~ .~ "0 0
ID~~:';:;~ ~>U) CJ)
Q. O..c u ~ di ~ ..c 'C -g I:
>< 0> Q) ::J I: - .Ql Q) co '(3
Q) Q)'- 00 :;::;...c...... .-
_ o>..c ro --::'..c .~:-:!: ~ 0.. ~
01: .Uf-O>ooCO......COI:
00 co c '0. 0 = ~...... co 0>'-
......n::::Q)>-::2:>-COoo{5 "0
co E-_col:co Q)I:
~ . Q) vi I: ~ CO..c >-:Q co
0> 0> I: co "0 >- U co ..c 0>
l!) I: co co 0. co:::: ::J ~ Q).S::
C")'C c 0. e U 00"0 > Q)
I:%co (5 _~co~ .0>
co eEl: ~ I: co ...... ...... .~ "0
..c .- .9 I: 0 U co ~::J
...... g>(5 t) 0:;::; "0 --::. co .0
Q)Q)......::Juco>-u(3.;:: -
o C.;::U~CO~ ro
ECo~~~.g~C~~
,^ ,g u 0 ~ 0> co - >- co 0..
u, co u ...... .- 0 - ......"0 0
Q)......>- oo......coo......
00 L-::::"O <Ii u......Q)Q.
~ 8.. ro c 0> oi"5'g a3 0> Q)
~ oo::J co co.~ 0:;::; > ~.~
OOI:O"I:C~ COI:Q)'-
o co . o>'m ...... >- - .- > 0..
0.. ~ ...... '00 ...... co ~ 00 u co "0
o a3Q)"OE......'O'g.1:
00 "0 E "0 ~...... 0 .- C co
1:1: >-I:I:-I:Q;Q)-
.2 co Q) co Q) Q) o>.Q ...... E ~
<( u ~ ~ E E .~ t) ~ Q) 'c
4=I:"OI:Q)~Q)""">..c
...:-cocoO>>......=coo<.)
"'~Eo=cocoo..cEQ)
0:::_ ......COQ.Q.uu ......
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
.
I
.
I
.
.
.
.
.
.
.
,
.
.
.
.
~~~ ~~~~ ~~~c~ ~~~ ~~~~ ~~~~~ ~~~~.~ ~~~
ro ~ co ~ ctI "---.. CO::J co ro 0 -0 ~ +-' ~ en > CO '- C CO -0 C0 -0 en 0) Q) ro +-' +-' >
Q)~::J ~Q)Se Q)~-o~m 3~~ ~~e~ &5~@- 3~U)~2 ~~e
~~8 Q)~~~ ~um,-~ U')~~ ~~~o ~u'U)E~ U')~ti~'- ~aa
'-Ern. ~owU') ~::Ja2o ~uE ~ro 0 -oc~Ero -oro~oQ) ~~-o
~Q)C~ ~~-'U) E-oU')~U') '~roQ) >rncnt Q)Q)~oro ~c~~~ > C
~~~~ ~~~~ ~~~~~ ~~t ~~~~ .~~~~~ ~~~~~ ~~:
r.nC'O+-' C<( - ~ ,-roID wOO'- '-c: ui CU"-
~~-oE~~ ""Ouim_ ~5~~~ ~~m muurn '--EU~~ ~oucu ~U')~
-c.~mQ)~::J ~U)~~ rn~~~~ ~~~ ~grnrn ~rnQ)0oo gU~5.~ ~Q)m
~ug~~~ Q)~Eu ~~ED~ --~ .~~~~ C'O.5~Q)~ u~~ue ~E_
C~-oD,--,- -~~~ rooEQ)U') ~~c~~,--Ero -oC:_~Q) um Q)~ ~U')g
.~~g~a~ ~<(~~ 2Uo~~ ~~~~_-~2 2~~~~ ~~~E ~~~
cOC::C 0-0 ~ c: ""0_ ~ co+-' ~u Q) Q) ~ I ~ E u ~ -cnE c: ~ rnl-...:! en owc75
~~~~~; ~~~~ ~~~~~ ~~~~~~~.~ ~.[~~~ ~~0~t ~~u
E ~ _:r: ~ _ ro Cl.> c: CO .g..;:: Cl. +-' -0 U') G=) __ n... ~ 0.... 0 CO u en t5 .g ~ g;.. ~ c 5: ro 0
E~~mrnr.n-o ~~Ero ~~egB ~~Eoc 0 u~cg.~ Cl. ~~ro ~c2
~+-,cQ)C'O rn ~- 2'--+-'ID~ ~o~~~ c o~e ~c~~ >0
c~g"~~~ ~~~~ ~~~~~~S~t~~~cm ~E~~~ ~IDro~O ID~5
.g ~~S~ ~~~~ ~lgO~g~~~~~~g~ ~~~g~ ~~g2~ OC~"i
~ O~~~ oo~~ "~~~c~~E~ ~~~~~ ~~~~G "~~~~8 ~gm
L.LJ l-o"'O~ ~.....s - ~O:::IDg_gg-gCf)oV)~roID 2 ~tE mc..c -0 Q}<">"E
~ O~uo ID~~~ ~uro~<">ro~~~o~O ~~u~Cf) O:::~m~c ~~~
~ ~gE~ ~E~~ ~~~~~~i~~~~Uu~ "~"~~~~ ~~~~~ ro~~
~ m~~ro ~~~w ~~-u~g~~ffi~~~~o e~E~~ ~roa8"~ ~~o
~ 5crn~ 2~~m ~2 roS-cmEU~~c~ ~~~"~ro m~~~~ ~QU
- ~~E~ u~~~ ~;~~~~~Ern~oGg~ ~~~~c ~~w~~ ~~
2 ~ci~~ ~m~u ~5~rn"~~ g5~OIDS~ ~~o-og 2~=~ro ~~a..
c ID - e :> 0 m 0 E -0 C e m ~ ..a E c '- ~ c ~ "00 I --'T ~ S t5 ro m :> c ~ 2
~ ~~-orn ~~ _ 0- c~oID~roroo~m~ Cf)~~-oc m~~OO ~~Cf)
E ~ - ~ "2 ~ -g rJ5 ~ c: <V 0 ~ 0.. U 2 ~ ~ E c: <(::J N .3 ID "a ~ Q) E B Ct)' (]) -c
~ ~ ~ "~m cO ro ro _ '0 ~ -B "~ ~ ffi ~ t5 "~ 1:5 U :€ ~ m ...,: E ui ~ ~ 0::: Q) E OJ m [ll ~ 0
Q. ~ 12 E ~ t; 6 ~ ~ ~ ~ m ~ c: :Q 2 -6 ~ ~ ~ ~ "~ ~ E Ef ~ c: D- ~ .g"~ ~ (:) ~ ~ ~
~ ~~orn .~ ~~ .-~~mS~~c~e~Cf) 0 .~c:~roE ~:>m~c iro~ro
~~~~:Sa3 t;~(i52 0--S-o~~~8~~~:s.E[(} ::E~~~.x :n~a...a_-_ E: cD-
..c .;:: rn Cf) ~ ~ Ci -i5 _ W fIJ- E ~ c: c ~ e c c: C'O :e ~ ..c: m ~ W ~ .... -g "~~ -..?;- E ~
~~"~~6~ ~2~Q) t~oro8~~Cf)~~'-g~~ ~~mga.. ~Q)m~~ ~~Eti5
~~Em"O~ :ng~g~.~mc:~~m .~E~~02"5 ~roa..o~ .~rnCf)~o ~~o~
~.g~~~-g ~-~S~~~~~~2.~28~b~5~ ~~~~~ ~~~~<..> o~<..>~
~.~~"~~m ~g<~6~Cf)E=o~.~om~~~c~ Ooog~~ o>~cg &~t5~
~~~~~~~ ~~C~~~"~~~~"5~~O:::2~~g~ ~~--'T~~ ~~~~~ ~=-6~
~~~E~~~ ~~~~~.~~~~-oO:::o~~~.Srn~~ o~~"~a.. ~~$~~ Sgge
:~~~~~~ ~ro~~g~Cf)~~~E~~~~~~~~ ~~~~-g ~~~~~ ~-gu~
~ ~ ~ ~ ~ ~ ~ ~ Co c :::-.S, ~ E .2 mE 0 ~ ~ <3 ~ x ~ 8 .~ 5 3 a. ro .. i "E ~ ~ ~ 8 "~
e .- ~Cf)Cf) ~ mO::J~~Cf)~~ -mm me ~ o~Cf) fIJ _Cf) - U
~ ~ :5 ~ z ~ rn ~ 8" ~ ~ ~ ~ LU ~ ~ ~ ~ ~ .~ ~ rn ~ ~ ~ m ~ ~ ~ u ~ ~ ~ g ~ ~ ~ ~ CI) ~ g ~
~~~~-gE~u ~~Ero~"~~~Cf)g~~"~~a2~o ~~m~ aE~~~~~~€-g
~~~~m_~~~OE~2~~~u~O~-o~~CI)W~= .~~2~fi ~~~~~~e~E~
S~~~S~2g~~I-~O~~u~~~~~~uQ~ "-oo~ ~5g~2 ~8~~~~~o~c
~~ o~ ~~~ = - mUI~~ ~~Cf) ~~~~ ~ ~ U' N "~_O
~EC"~~~~~ m~rnro_~~~u~.-Cf)~:>C'OE5"~a~m"~~rn .~~mE2_~c:m~
~~~~~Cf)jO~~~~~~g~~~<..>~~g~~~~~~.~"~~~~ "~~~E~~g~~~
~~~~-~~~!~ui~~.~~Cf)~~~O~ Cf)~ga.ro~LU~~~ro~O~~Ef~~~~~m
~~:Q~~~UUID"ti5_rnfIJ~~e~~UID~~~uO"~~um~ou~urnEc:~SCI)_cE
~E~w~~roL.LJ'~c~mm~~D~~~~~O~~u~c:_~uo~u~~~oro~m~g~E
C~~ -:>-o~~~~C:C:oa.m~:>~C'O~t~~E:>~~~~--'TEtE~~~<,,>~-o~~~"oo8
~~~~~~~ma~~~~~~EB&~~~~~~g~M~~~~8g~~"~&;~~~~e~
<1>
:;::;
i=
"0
c:
ell
<1>
E
ell
Z
cci
'--
ID
ID
c:
OJ
c:
WW
<..:>
a.. .-
~
ell
C~
J:: '--
a.. 0
c:
.- <1>
~O)
~--
1J '--
III <1>
.0 OJ
ell
W c:
ell
O:::~
E OJ
III c:
J:: c:
III c:
CI>~
::co...
'--
<1>
<1>
C c:
<1> OJ
E c:
c: W
.Ql <..:>
(J) ~
(f) ell
<{ ~
t5 '--
<1> 0
'2 ai
0... 0)
..0
"0
ID
ro
'u
o
(f)
(f)
ell
J::
.S:?
J::
~
-E
.~
E
'--
LL
'+-
o
<1>
E
ell
Z
c..i
<..:>
c:
OJ
c:
.;::
<1>
<1>
c:
OJ
c:
W
c:
-;::
ell
~
r--
(f)
E
'--
LL
'--
<1>
.c
6
:S
~
r--
E
'--
LL
(f)
:S
:S
~
<1>
<..:>
c
<1>
.;::
<1>
a.
X
W
(f)
'--
ell
<1>
>-
-0
z-
'w
Q;
>
'c
:J
ro
c
o
~
c
Q;
C
c
o
:g
.t::!
ell
'u
<1>
a.
0)
~
ell
<1>
>-
:::::..
(f)
or
<1>
'--
OJ
<1>
o
z-
.w
Q;
>
'c
:J
ro
c
ro 0
"0 c~
g.Q E
LLro2
- t:: c
0l0-
C c.. CU >.
.~ ~~"~
~~.QQ5
'0,1- ~ .2:
tfj ": ~ :5
~ .Q, E e
:g E ~'ro
Q)~roU
~g>~ol
e"C ~"~
<1J C Q)
.~ ~.Q ~
w "~g "6>
~w~Jj
> ~ g";;
0~~Q
o~Q!;~
8~~~
~Q;Q;03
:E~~~
o>~~f?
~~~O
.000
OC/JC/JC/J
6':~~ai
c
o
~
<..:>
:J
"0
W
<1>
Q)
.~
Q
'u
.!!1
o
--
"0
<1>
'--
Q)
Ul
'OJ
<1>
0::
Ul
'--
u::
('0
('0
-.::t
I"-
LO
:t:t:
W
0-
m
"0
'L:
o
LL
--
..-
o
o
N
'--
ell
<1>
>-
c:
o
~
1:;
(f)
'OJ
<1>
0::
<1>
.~
1:5
<{
.....:
N
q>
~
:>
w
rr:
Il'l
W
C!l
<t:
0..
Il'l
Il'l
N
:1E
a:::
o
11.
Cl
a:::
<t:
Cl
z
<t:
l-
ll)
t5
<1>
'0
'--
a.
"0
<1>
(f)
o
a.
o
'--
a.
ID
:S
.8
C
ell
>
<1>
a;
'--
~~ ~-m~~ m-g
..c: ~ ~ co ro "O'.c m
.~ :: -5 Cf) ~ 0.. ::: -g
~ .8 "~ 0::: .~ "E E 19
mmCf)~Qj~w"3
~~~ui~~~~
~ :s ~ .~ rn ~ ~ 8
2 5}u-roE:;2 ~
~-~~~~~~~
~ W _~ ~ ~ (J) <U .5 ~
c2 mro ~o..c: 0..-"
C'O~I~'-OQ) W
::s~ _~~fiw:5:S
~ ~ -t5 ~ 7J 00 ~ .~ ~
.i: ~ ~ 2 -_ -g ~"i 15
~ :5 6 g .~ m E ~ fir
Q.. ~<..>-g~-Em~ ~
.~ _~ 8 ~ 5 E w t:..
_~ ~ ~ 0 u_ ~ ~ ~
~ a.. ID E .- ~ >..g
~6~8groE"1Q
~~gui~~~O_
~8.;g~~~8b
~~-g~:€~J1~
rn~Em~2~"-::'
.~"'O ""~ ~ m:-Q ~
c c: rn ro .~ .9- ~ :.c;
~ m ~ ~ E "~ ~.3 "
a.. ~ -c ~ JS! ~ -g W -g
C .i:: ~ cr a.. ro rn m
g ~ 5 ui ~ ~ J!1 "2 3
~ "5, g"~ g; ::: "~ m ~
ca 8- ffi ;;; ~ -~ ~ :g "5, 8
=g ~ ~ ~ m"i ~ g Jj g>
.!2 ~ ~ ~ ~ ~ :9 ~ .~ "g
~_~.:: Cf) ~~~ o..~ ~
.- m ro ~ ~ 0 ~._
~.2Q;ui:SW2~cg
-.- m 5; -~ ~ ~ ..::,d a ~ w
~ :!:_ ~ (f) ~ "3 ~ 0 "~ 13 "~
~cJ~~U)~ ~~..s~
Cs. ~ 0 "~ ~"O f!? m ffi"~'=
ocng.~$o~=-=Eo~
- c ~ Q.. ~ 0 ~ "~ E 1-- ~
~.;:: :) -50~oo..a
g: ~::: (f) -g ~ rn:e ~ 0 ~
~.= ~-g m.....sa ~ ~~_
~C)~m~~E~-g~~
..Q c ~ ""0"- a.. m ~ m - 0
eW"'<l>wE ::J<n-U
OJ c:9 0) m "- !:- -0 0> <..> _
- :e L.LJ ~"~ .~ m ~ "~ ~ 0
~ ~ ~ ro g' ~ .5 e ~ g "~
"'~2 E <l>.l= 2! 0.<.= uU
(f)
c
o
~
<..:>
~
ell
:J
o
"0
C
ell
<1>
<..:>
c: W
<1> <..:>
oc ffi
<1> ii:
a. W
X a.
W X
W
C>
z
so:
a::
cn~
'--
<1>
..r:
6
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
I
.
.
.
.
.
I
.
.
.
.
.
.
.
.
.
.
.
.QJQJ"O -Ul=
c.c5 ~ IDE co
cl-D~~roc
g"';f6-ge~ffi
u~_o.':~~
QJ .0 QJ QJ Ul QJ
a1 a. ~ -g g>ro .D
o C (f) ro.~ g 8
...!.. 0 L{) D ro - 'z
E';:;NQJ~"Oro
u cUcc
.~ 2 S .Ql Ul ro '6
:2iilZ~roalo
-8'O"O-Dcoo
tu N::J......U
::JQJ2:'QJUlUlQJ
~~ID~t3cij-E
~ ro E C ,~(jj C
.0 0 0 0 "0 .-
13 ::; ~c.9 0.2 (u
C::oro~iOB~
.~ 'm.",:2 :;: Ol C
" E a3 ai -g,.~ ~
~(/)>~:.c"E
l3:s-gg!08~
(5 '0 ~ <( .m ~ 'e
Sc~:5EUlo.
Qj .Ql 8 0.!!l ~ QJ
~ ~.~ s :5 Ci:5
~~Ezoe~
rtJ..c 02'2cn
c:: -: ~ .... c 0 'Vi u
OO-QJQJUUl=
~-o::JEuco.o
".!!!-ai.!!!:Eo5.
~.o"O>QJroUl
Vi "w .~ <( fJj ~ ro ~
C::CE.c:J"O -
o 0 = r:::: .2 C li3"O
II 0......00 ~ ctl- C
~~o ~ _roro
~,:SQJ~~$
~(jj:Jz.cooc
:::QJ.oE-';:;0~
"\:) .~ ~ 0 0 ~ ~ "3
co g>-o.;:: ~ (f) ~ ~
&W.2uc~ 0
U:Jroo .U
Q) ~ .~ "2 0. b ID .6
~ '0 ~ '> 5 vi ~ ~
Cl)0: ~~'Dc~ vi
lr) C C QJ 2 QJE .5 .!!!
C'\j0l0l.c- OlU
~ .-._ ~ Ul C C
:s: Ul Ul QJ C Ol"O QJ
..."QJQJ>O=COl
",-O"Oourororo
w
a..
~ N C
i= "* ~
"0 N 0)
C c: 0
eu 0 >.
0) C) eu
E 0 S
eu :E ~
Z III 0
cU Z 0:::
L-
0)
0)
C
C OJ
0) C
E w
C C
OJg
~ (/)
<( 0)
..... 0
U L-
0) .Q
'0 C
L- 0)
0... (j)
.0
VJ..............OJ~Q)
ro lB ~ .~ 0 2:
:;: o."Q"Ou 0
Sjo~-g~~
~ ~ .~ 0 5 2
cu.s-uU) .
OCI.... Q)Q)cOl
CJ :Q.E g>-5 .g .~
.;;i 5,$1?~.2.Ql
"'" CU"OOUl
""0 Q) lo.... .- C/) 0..
~~~2i)~E
c:: c >.~ Q.'z ~
is .2 eoN g? "0
(,,) co 0.._ QJ ~ C
"OEroro2ro
~ C .;:' E 1:! ro ~
,!li QJE ro .!!l 0 "0 0
....., :;:.c 0 c';:;
.-!, E "0 - ro U
E:Oro-"":UlQJ
CIluoO:2cE
~~a:Ulvi.Qo
C . 0."0 co U
Q:)0l8E~uro
tll.Vi .;:; ro ro 'E C
c::: Q) U "- U "- .-
CIl"O:JQJ~.!2E
-SQ)~-5U)~$
(fi-5C_-cC/)
-'c803l.!20.
~ .:: Ol ~ E ': ~
tI) Q) C.- 0 "- lo....
~ ~.~.~ +-' ~ (;
.!S! C D en ID .;; -
<.:J ~ U "0 .'" ~ ~
c:: _ .Q!., ~ iii QJ '6
QjuO "O-ro
~ .~ 0. en ~ ffi 0,
c3 e >-.~ aJ:2 >-
... 0. ~ .g. ro ~ ~
t't)~D1i5~\--o
Cl.,-roQJOcro
E: 0> e \- Q).Q e
CIl C 'c-
0: '55.!!l ~ '6 ~ :g
l... 'w := 'c ~ ~ ..c
~:g0~~8~
~ 0 ~.~ :J U ~
c:: - .'" QJ ~ I- E
OQJ~.c_OQJ
U:CQJ-"OO-
~ 'Vi Ul "0 C LL -8
NccQJroQJ~
OQ 0 Ol"O Ul.c 0.
0.'- :J QJ - "0
Cl::UlUlucro-
CJ) ~ ~ .~ ~ '> .m
"0
0)
ro
'0
o
(/)
(/)
eu
..c
.~
..c
S
E g>
'3 .;:
E ~
L- C
LL OJ
'+- C
o W
0) C
E -;::
eu eu
Z :2:
u
C
u
QJ . QJ
.c >- Ol
--ro
~ C C
o :J.-
-oro
QJU-o
fj"O"O
Ul~QJ
8 ~ E
5}e.2
~ CD (jj
~co.
QJ'-
QJ-"O
C C C
6>~ro
GJg!~ai
-OroOl
UI....i5.ro
QJo. _
'e.~ ~>
O-ro:';;::31
aaro=o
.- :;:; E ro
Ulro ~
Q) I.... "'0 co
o QJ cO-
.g-roE
~ .'" ~ cQJ
'-' ~.-
~ ~ a~
l.( -.- C
UlUl~
~E"O.3
C::-C-
~I....co...c
r~.2 >-.~
'-'croQJ
1:: .Q .g .2=
~-ggs~
Q""O '- u
Q5eQJiiJ
o..c C
::'::'Ul-ro
~C"O_
~roQJO
Cio.c
Qj"O..Q Ol
.~ C Q) 'w
'tiroiiiQJ
~Ul"O"O
ClJ.- QJ
,,~ Ul N .c
.....>-QJ-
"t:Jroro~
C::cNE
CIlrocUl
~ 8,8 .~
Cl::'Vi . ro
CI)~~~
t--
(/)
E
.!:::
LL
L-
0)
..c
<5
E
~
t--
E
L-
LL
(/)
E
E
~
0)
U
C
0)
.;:
0)
a.
X
W
(/)
L-
eu
0)
>-
-0
~~-gEI
"Ooro~
1....:;:::; >-. (/)
a.. ~ co -
C ~:;: ~
OlO"O QJ
'Vi gs "0
(]JUl.-a>
Ott=-o':
~~~
. :J-
~.!!l"O 0
'~..c 0"'0
.Q+-'Q@
LLONQJ
~-Q)"'O
Ul C ro '5
~g~0
rouO-
0-506
roe~-g
~ 0.:2"0
o C
U~vi6
'~~a:
?-,o.roro
"t:J "00 "0
~ c 'c
Cl)roro..Q
~LL
~.!!l8 ~
" ~c ~
~ ro '- Ul
a~.!!!ro
U Ul
C,J c.::: c
it::.Ql u.!2
~ ~.'" 0. vi
h:"01ij8~
Q) Q)';:'U~
~:5 Ol;:J"O
~ c.'::'5
.oo'~~O>
..... '+- .- 0"'0
c.5QJiiJuc
I~Cg>~
-2!~ro:.;;::"E
~oororo
()5}_E-g
co~ffi-g~
~(jjEroro
tllQJg!OlUO
CIlCoC_
t:: '6> o..c "0
a GJ .~ .~ ~
-
N
en
en
:::::"eu
C
O'lro
c 'iij
.~ .-
0) :J
0) 0
c-l
'0, en
C c
W eu
- 0)
':; "'i::
'-0
~3:
.- 0)
O)Z
u
C >.
0) :!::
'0 ~
C (j) 0)
'+- >
o O'c
:g 0:::>
~ Q) ~
~ '5 ~
0). eu:J
a:lf--
C
o
~
.~
ro
'0
0)
a.
(j)
~
eu
0)
~
(/)
or
0)
L-
OJ
0)
o
:g~8~E
:;: -.;:; - e
Nro~-g;'
.!!!~~ro3l
~ ffi:E ~.;:
C_-c(f)
o Q) 0 .- D
CJ..c-tc
--roN
~'OaiEr--
cE-s
. .Q g! ai (f)
~~eE~
.- :J 0. a> >
.Q .g>.; iO 8
LLc-o.
,0g?QJaJ
'E ~.g:5 ~
.~ Q) ~ '0 OJ
:2.cQJ
- 0.0l0l
-5 0 oU'~ 5
:J '+- ._ 0..-
o c::t::.c ro
(f) .2 ~ iil :;:
,-g;~g
-s"8Ul~"O
~a.~--ffi
Cl)Ul:J:g>-
tll ~ ai :;: .5
.S; Ci ~ U ~
~ "0 N .~ ~
r~ ~ to e U
'-'UlSo.:e
~ 'Vi (f).!!l ~
~>'"'O..c"""
~~~~g!
co Q)'- e
~ a,.E; ~ a.~
.~ 'Vi 0 "0 .~ (f)
o~aJ-DE:J
()QJ~EUlE
.c:J .CQJ
I ...... (f) .- .~ :J
Q)o-~~ffi
.~ '+- 0._ 0 >
l::.!!! 8:2 c<(
Cl,g.;:;.c 0"0
Q:i~~"5'~~
'" 8.~c55'iijto
r~ ~ 2 _ iil s
"" J I.... .S o.S en
0)
C
0..
'0
.~
o
=0
0)
L-
0)
~
OJ
0)
0:::
N
CJl
r--CJl
CJl ~
CJl
to
l!)r--
'<t'<t
CJl ~
~
l!)
ci
z
ci QJ
Z Ul
QJ C
Ul QJ
C U
QJ~
~ (jj
(jj ~
QJ '6>
C C
'6> W
C ro
W C
ro 0
c 'w
o Ul
'Vi QJ
IDa
00:
0: g?
ro ro
"0 'Vi
.~ 'S
u::.3
00
QJ QJ
co co
(j)(j)
v;
L-
LL
L-
eu
0)
>-
C
o
~
L-
v;
OJ
0)
0:::
0)
>
:g
<(
.....:
C/)......~~"'O
ro ~ 'ro ::2 QJ
:;: "0 0. :2
Na.~a5E;
~(J)uO>c.
~E QJco~u
c...... roc
OI....~Q)co
CJ..E-S:O=t)
Ul .0:2 QJ
~QJ 'c"O
.~ ~ Q.) 1....0.
~.- >
~Q)i9Q)(/)
t.J(/)CJ)(f)'E.~
.Q.) '+- Q.) +-' Q) co
e'a,O-::; 0 ~ "0
0..: '(;5 c '+- '+- '6> '8
QJOlOUlC u::
t:: "0 'Vi "0 .!!! QJ
Q)+-,Q)c."!:::c
E:lB"OQJcQJ
~ o.~-E gJ~
C::~-OO"QJ
~.E1:Jc"01....
C::QJQJQJc8
lJj u"O.c ro.;:;
c~......(/)u
o{g~roffi~
~ '5 ..-:: .2:' Ci ~
o OlU:= 0
(,,) "0 .~ U ~ U
CO~-~
Qj ro 0.- 00
ec g?-O
c:: .2 8 0 C LL
~ co.~.~.g~
-g~~ro""
.~ Q):O u.g .8
CI) E ro ~ .C Ul
...E~_.!2QJ
.~ 0 '- 0 U ~
~ ~ .~ g> a,'~
C5 c ~ .~ .~ .~
h..Ql . U "0 u
C)~8-:g"02
~"O:;:;~~iil
l.( ~ U _'_ C
'.2S"O~8
~~g?ffiao
~~8~li3~
1:: C Ol~ro.g
.~ 8..~ QJ 1:! ~
~~~~806
N
q>
~
l.... (;:5 '0 U .~
Q) - ~ C .~ en
Q} 0.>"'-000
.~ fj SUlQJ- c.;;;
c:: ~z"O >-QJ
lJj OEQJroc
t) 5}e-5~~
.~ Q) - C'O \-
e ::~~e.E
0..: 3l'c'5 QJ
c:: cO 0"= E
.~ .6> Ul ~ li' e
,QJ CC_l!)-
....., W~~"!g!
U ro '0'- 'C
.~0 o.,!!l 0
o .- Ul .c Ul
0: E ,- I- C
.~ :5 C ~ vi
cO ~ '0 ,Q Co Q)
~oQ)mCJ~
.Q ~ 8" ~ 'E (j)
LL a: Ul 8,,~ ~
>. (f) QJ.- :2 Ul
......_.c cn u
50~"O'Oc
o Ol>-C Olro
U .~ E ro_.~ {g
QJQJ:JQJCro
"0 :2 8 g'~ e
8 :;: QJ.~ .~ QJ
..!. ~ U ~ U g
E-ro"Oc-
.~ 0 ~ _- co e
:2';;; E 6 oi-
~ C .~ >- C ~
.S; .!2 :2 .!2 .~ .::
c::o.CQJ'tO
~ '0 .~ ~ ~ C
S:: C ::J. e Q.).2
:s: ,Q 53 Q. "- t3
lJ.lu>ucn2
.~ -5 <! f6 ~ ~
Cle-gcE8
'" o.N.!2 QJ
C::"OS o.QJ ~
-ll'C >-:5QJ
~C'OZro_5
CIl8,E:;:O"O
~ 'Vi QJ ~ $ ~
~ ~ 1@ e .~ Ul
.~ QJ ~ QJ C ~
~:5<(:58.!2
QJ ....:
.cQJ
""-QJ
~ 0 co .~
O:;:QJOl
:;:Ul=LiJ
Ul 'N .c
.- QJ :;: C
.c-Ul=
-a~5ro
:J C .- ::2
e8'~-5
:5 ~ 8.'~
0l:2 Ul ~
'2 . 5 ~
~ g'c.~
.~ -;, ~ ~
OlcQJW
JJ 'C -5 U
C 3l E .~
o.~ 0 e
.~ ~":::o..
t::wE~
8. C 2 .~
CJ):.c (/) Q)
~ro'!!!(f)
~:2~ ro
I-"OUlUl
cc......co
'w ~ ai -g
g.2 ~ ro
QJ- ~
'C ~ g>.~
QJoc(f)
~o.COt3
QJ ~ E.c
'0 ~-g.~
w~l-roQ.
UgJ'Oroc
Z >- C .'" .2
~'<tQJ~CO
a:~Eut::
w(jjt::28.
O->~.cUl
XOQJ-C
WUlO.8~
LL1?ro"01-
Ofii:gffi~
>-ro..QQJC
L- a:NLLUQJ
~ <(cQJaiE
:2 O.c.- t::
<5 :20-(jjro
:J....::5o.5}
OJ (f):2.~ iiJ 0
tJ
0)
'Q
L-
a.
"0
0)
(/)
o
a.
o
L-
a.
0)
E
.8
C
eu
>
0)
Qj
L-
(/)
C
o
~
u
~
ro
:J
a
"0
C
eu
0)
u
C
0)
.;:
0)
a.
x
W
E
.~
:2
x
i:i5
u
'C
iil
(5
C
.2
co
t::
o
0.
en
C
ro
~
'0
C
QJ
E
t::
ro
0.
QJ
o
ro
"0
'g
u::
'0
QJ
co
(j)
a
a
a
N
E
to
CJl
CJl
ro
"0
.~
u::
E
ro
~c
, QJ
U Ul
C QJ
- ~
,0-
>-g'E
a:';:: a
oQJa
I-QJa
~.~~
IGJ~~
~~~i?
O~>c::
S~~~
>
w
a:
In
W
C>
<(
a..
In
In
N
:2
a::
o
LL
o
a::
<(
o
z
<(
I-
en
ti
.~
e
Cl.:
~ -g vi -:g
-coffiro
.Eco.-g
~ .Q ro 19
,gCO:;:Ul
~B~~
8.~e..Q
Ul a: "0
~ ~ c
(v c>> -g ~
QJC_QJ
.~ .u g co
~~ .- Ui
'::~~Cif
~&'ew
"6' 0. ~
n:~a:-:
8, li' M ~
'ii) 53.~ en
c3iii~~
Ul . C
. >-ro
:{g.!!l C Ci
'g -E 5 g
G:~U:.;;::
~.2 (v ro
t:: .2= E
::J8a:"O
(5:;:;c~
... ~.~ Ol
Qj"O"OC
.~ e E'c
Cl:: 0. C .Ql
c:: .- Ul
.~ ~ t3 u
'tiroQJC
~ Ci"6' roo
~"O o.~
.S; C~.Q
"roa:u
{g a:QJ
::J.~ [S ~ .
~2:-cUl~
Cl::g?gg~
'<l;roro QJ
~ == g>~
I c:C.- ::J.
'<l;Olro-gOl
Cl:: .~ ~ u -g
CI) "0 a: .~ ro
...
.0
c::
~
I.
I.
I.
I.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
.
.
.
.
I
.
I
~
.
.
.
.
.
.
.
>-
0::
o
I-
en
:I:
~
0::
o
3:
....
u.! ~
a.. .~
Ol l'i g>
:;::; c W
f= Q)......
"0 .0' ~
~ ::!:'O'
. ....
Ol ..., 0....
E .= 0
cu 3:'c
z "0 Ol
cU W (J)
....
Q)
Q)
c:
'Ol
c:
Ll.J
t5
Q)
~
....
o
'c
Q)
C/)
C5~ro>
. Ql:;:o -0 en Cf)
enu:J:J::::J
~5go.-
_ en.- . vi
~ 5~.~~
(]) U.- U.-
>~~~a;
oeno.ro:Q
(])= en u:J
.ceo...... 01
......casroc
'- (]).~ - Ol
~ u e [5 "US
(])(])Q...E(])
-'0 . (])-o
~o::KJ>en
c . E '- .S?
o......o(])'Q)
0. ~ ..c -g,..c
~ '01- .- en
O::'-I-..c(])
0. Cf) Ol ro
.. .~ (]).!: U
-E ~ :Q '6
oE1)en
~ 4= o.E
22>'0
COo CO"""
E -.:: en (])
Qj' ti~(])g .
CJ (])o:= ro~
~ _ ro-o<(
'c ~ ~ E 0 S
CIl uo'ft3I
~ ~c2ro!t
W ro3:occ
<( 0 -.:: ._ (])
':'::ui-Oro E
3:> (])c..c(])t
:I: en "S .- 0 -0 ro
LL.::::l-o(]) roo.
__(])>(])c(])
I- CIl ..c 'c ..c (]) 0
o .::: U 0 - E
o '-en oen
LL.oc~.8Ci-t
-lI)oro 0
c c:;:o Q; g>~S
~ ~ g 'Q)'c 3: .S?
~.E:!-g>~~:c
~ ~ Ci '0 .~ ~ cr
-l
LL.
E
.~
~
u
c-
_C
- (])
Olen
C (])
.- '-
"'Q...
3l '
cCD
.- 0
Olo
CN
W...
C (])
._ .0
1:.8
I1l U
:EO
c
Ol
~ C
.gl Ol
C/l C/l
C/l Ol
<3: 0
t5 >-
Ol cu
B~
0:: cu
o
Li n::::
~~
_ c
o.ro
(]),b
U
C-o
o '0..
o m
...
-0
:J
en
C
E Ol
CIl 'Cii
- (])
~o
en
+J~c
'iij (])
C en E
I1l (]) t
.= roE ~
'C .- (])
'0.. en 0
I1lW~
" ....... 0
o ~ S
g' 0 U
.c .is
o en :J
I-~Q...
'CO::I-
C 06
11l...;-1-
'Ca5--:
I1l E 0
'C -0
.= ~'E
.=~8
u
Ol
-ro
'(3
o
C/l
C/l
cu
..c
o
..c
3:
:5
.~ g>
E 'C
.... Ol
LL ~
'+- Ol
o C
Ol W
E c
cu
Z ~
cS 2
o
C
(])
-0
.~
,
C
o
~
c
ro
-
o
cv~
-E..c;;(
"'-oS
E~I
~(])!:!::
.ocO
'Cii 0 S
5....Q...
o.U-
~ .~ G;
O::'-::::J
o.~
.. .~ en
:5c
... ro
E ...
en
en c
(]) 0
ro U
E c
ti.~
(]) (])
-0
>,
C
ro
E
en
o
U
-0
C
m-E
:> ui'~
en~c
~-oro
(]) '-
-.c~
10 U ~
Oenen
'<t .:J
C 0
W 0 c
~t5]j
~:JC
-0 :J
'Coo
I1l Ci E
o . C
0:: c .-
.Ql 1:5
3l ~ .~
u:ue
0.
~ ~ (f)
o (]) ~
~ 1) E
(")
E
.!:!1
:2:
..:s
~
~
~
......
C\J
c::
:2
C\J
E:
~
~
~
C '>::;
o Q
~ I.(
.!::! OJ
ro C
"0 "i::
Ol (])
0. Ol
(J) C
-.:: Ol
cu c
Ol W
?;. :~
*u
Ol C
....
Ol
Ol
o
C/l
E
....
LL
....
a.>
..c
6
:5
~
E
....
LL
.~
:5
:5
~
Ol
o
C
Ol
'C
Ol
0.
X
W
C/l
....
cu
a.>
>-
-6
Ol
Ol 0
o ~
~ '(3
c'(3 (J)
o (J) '0
~ '0 N ....
o ....0.2
:JOlOOl
U -N..c(")
W ~ .Om
a5 2~~~
c1?cnU)
m_CO
~ '- .Q 0-
enEro-o
c :.;::::; c
oenoro
UCOl
m (]) .
Co..C6
.~ t5 :, ~
(]) m 0 c
"Ol:J-'T~
(f) C c '-
x8roE8
0_ U
~o-oc
-6~:2
O:;:O:JU
.......Ou2
~ -6 .~ en
EeenC
(])o.(])O
Ol .- U
co "'0 "S cb
~~-oCi
..Eoi~ui
u--o(])
I- ~ ~ :E .S?
o .~ (]) -0 c:
>.e..c3;l (])
~ o.Vl......Cf)
... '-
,ga5c~o
'5 -g .Ql <Xl (])
<(u~o::g-
c-oCf) U
>, .- Cf)
l1len(])'O
;:(])-E -0
en :E '- g> 35
~ i5 E '(3 0
....- m 0.
a. ~ g>'t: e
>< 0'- :J 0.
Wo.Q;en vi
CIl~~&~B
-g 0:: '0,-0 : .~
~ JU~;i;
~ <i~~~
--l
LL
~
S
C/l
a.>
C
cu
(j
~
'>::;
Q
I.(
"-
Cl
.0
.~
~
~
a.>
C
Ci.
'(3
.~
o
=0
a.>
....
a.>
~
Ol
Ol
n::::
OJ
C
'C
Ol
a.>
C
Ol
C
W
:~
u
C
en
....
LL
....
CU
Ol
>-
c
o
:;::;
CU
....
.~
Ol
a.>
n::::
Ol
>
U
<3:
.....:
cc......-
-oenro
._ 0 :J
""roOo..
t (])
0-0 U
o.(])C
en N 0
c:= U
~ ~ ~o
1--
a5 en
(])u2
-g(])E
o ..c .-
-en
,-aID
o -
_ en
(]) 0
>,uu
Olc_
o ro c
_C(])
o (]) ...
-o-(])
O.!: ~
..c ro'-
-E-o
(]) (])
E(])-E
..c Ol en
i;' ~ - .!: B
'-' ...... '"0 ....... .-
I-rocroCi
OEro-O_
~~ _ g.'c
'c(])E(]):J
o m -0 .en
;; en 0,.2 Q.)
:JoegKJ
<( U Q... ._ .0
en ro
~ m..>:: (]) ro
\W "- :.;::::; "'0
;: O:J
l/) g's 0 ~
U> "0.. . ......
~o-a>o
0.- 0 en
><(])I-men
wiiiO~2
-0-""" co
CIl ro-o
'C_2-Oo.
11l0cen:J
o ro (]) .
-_en
.- (])"S m t5
E2'enE(])
I1l ro c :;:0 .~
.-..cOene
:Euowo.
t5
Ol
'0'
....
0.
u
Ol
C/l
o
0.
o
....
0.
a.>
:5
.8
c
cu
>
a.>
~
rn
C
o
~
o
~ W
CU U
:J Z
o W
-g ii:
CU W
Ol a..
o x
~ W
'C LL.
Ol 0
~ >-
W 0:::
.... <(
1? ::!:
o ::2:
::::>
ciJCJ)
lo....'-_..q-(/)I-
E.g;&~:JO
(]) ro-l e~
:Q~-;ffi~(])
~oC'O :J-E
0-00:: .c
0.. "C C \,j.- u
en '-0 (]).2 0 ~
(]) Olen ~
O::O~a5c~
"Eo::x(])>
:J W E (])
E Ol 0.0
:;:061-.2 .
g--l[t ~ ~
(])OI~O::
..cQ...-
-~gs(])'-
Ol:-, .0 -E 2
c.x,o en
'60..c...ro
m~~E~
- - a.> '- !r....
enLD..>::(])o
(]) ~ 0 (]):Q
> c '-
:.;::; ;: ~ om 0
..ro NCO
~ENO')(])
o~go::c~
_ ro C""l Cf) .Ql E
>- c <Xl en ._
~ .Ql en C c3 0..
15 ~ t5.~ . 0
.s -0 .~ C >, (]) >-
::J(/)e2~E~
<( :J Q... x C .-
o WOOl~
~ Q; X .:E.!:-
;:Eo(])-o-o=
lI):J~>-om~
lI)C,,<(<(--.:t
CIl-(])(]) 'ent--
a.'::~E6~<Xl
>< c U 0 'Cii :;:0 0::
W (]) c,~ c roCf)
CIl E'- -"- (]) E
'C 0.0 35 CD x (]) ~
11l_(])C""lW==-
o~..c<Xl_mo
.- (]) I- 0:: ro c -
E -0 C Cf) ~ .Ql ~
.!l! (]) m (]) ~ m
:E-EO::'O::.:::-oo..
- - Ol
roOc
Olt 'c
cOOl
'0.. Q... en
o(])_
a;..cro
>-
(])--
-000
'--oC
0= .Ql
-:Jen
(]) en (])
- -0
~ 5, (])
~ .- ..c
'-en_
o(])-o
~o (])
(])(])-o
lY..c.2
-u
.. '+- C
0'-
en ~
(]).-
g ~ c
(]) :9 .Ql
:J en en
o-C(])
(])O-o
en Cl. en
en._
c(])..c
0'--
nmE
.s 6'~
C/).- .........
c ~ c
0-0 (])
U ~.!:
_ t
- . (])
roco.
... ro en
in E 0:: Ol
'C en en .!:
(\1c-.Y:.
o ro c '-
o::o::~~
'E 0 ~ C
ev.bOID
.- c ... E
:E 0 E (])
....O_~
o U._"
=Eu...
't1oro-o
0....- c
a.1-~ro
N
q>
:>
w
0:::
LO
W
~
<l:
a.
LO
LO
N
:2
n::
o
u..
o
n::
<l:
o
z
<l:
I-
en
.~ 2 -g ~ :5 t5 ~
I C CU Ol :;::; .~ 0
OlOl.n~eO
a5Ecouo....LL
~ 6>'c !!2 e ...... ....
a.> = OlCUo.c 0
'C cu '(ji rn ~ '+-rn
Ol .curnC/l
0. ro "S ..c ~ '(ji .~
~ .5:2 Q CU Ci. 3- -g
L ~ c ...............
cOl~Ol,+- rn
o > '0' 0 rn_
:;::; u""'C/lcuW
OUC.::::C/l 06
::lCcu....:~-gO
-g CU 6>2 OlEo....
1r.... _'_ 0....-
o.curn .""0-
...... a.>-o.'!: CU
rn:5uo...Uua.>c....
CNC co.a.>Ol
CU 'C 0 I- CU E Ol
Ci. ~ U :; ...... ~ c .~
OlCC..cOOl
u '+- C/l CU a.> .!:: C
co '-Ec>a.>
CU rn 0. 0.'- C 0....
crn-03:w
COleo-u U
,gl'(ji 0 -E ~ W 06 I-
rna.> -OOl ......rn
Olu~ou ~cu
uu:EOa.>~EI-
>'Olci:..c:::: 0.0
cuucu cu...... > 00
3:2::l.l::OlUQjLL
u 0 0- U .~ CU > >.
cuc .cOl a.>.n
e .- ~ CU ~ Qj 0 U
"- ~ .Q rn- (u ~ t5 ~
OCU-roOl>oOl:;::;
C/l ..c "S .~ 0 rn "0 (u
.... en o.t (; (u0:: 0
m .~ E CU '+- 0. rn
>. == 0 E a.> 0 :5 .~
-+ .n._ 0 ...... :n 0 C
.... Ol C .- .... Ol
..- rn Ol Ol C/l <3: Ol .~
6cuE6U~.g
.... 0. c Ol 0. .-.::::
Ol C/l 'cu > C/l u Ol .
>Ol....cuOlcc~
O....U 0..... cuW.::::
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
I
.
.
.
.
.
.
.
;:::::.- 0 '+- ~
ki:C:~
~ai?E
E:JQJ
;;::QJOOl
OlU~
,gCOQJCOUl
's:~-5EQJ
~E.8g
~c.....5cv
~ .9 ~ 'u g>
~t5u:J~
0..:;::: :J"'O -= L"
W':::QJUl.8
~~ro5.!2
.~ 8.~ u 5,
..... - QJ
!g-g~~'::
~COCQ)~
.sg~e.Q
~.~ ~ a. -g
ClQJ~ co
~ .~ gJ g> 2
~g>>-:E~
'-W LO E _
. a Ci> co
~.{gu QUi
(l) .C 0 "'0
E: .2'iij OJ 2
1::: LL o..~ Ul
~>-co~~
(l)CCQJ"Qi
Cl55-5~
.... 0 .~ Ul ~
~QJ::::::-",Ul
(l) -g W 0 .9!
Cl)o=~~
.J... 0 c..
~~"'O~~
~ .- Ol"'O U
:2E2>,
~~og~
~ " (() .- +-'
~ !II C :J
s: 5,co~-5
e -5 o.~
(l) 0.: QJ S C
~ c:: 0 .Q
Cl~E~ro
....!,. (,J Q) .S:
E:~~o'E
.~ (l) "'0 0 0
~Q::~~8
c
0)
E
"-
ro
0-
0)
o
CIl
0)
u
'S;
"-
"0)
L1!(/)
0.-
ro
0) ~ 0-
~ Q)'u
i= Q)'-
::!: ~
-g 2
ro
0)
E
ro
z
c
ra "--
> 0)
o OJ
:'2~
;j ro
ro (92
.8ro~C
,.r:: QJ .Q
c.....CtJ
en (/) -:J
~E~~
"O~~5
~Q)-g~
tiE8~
in'~ Olc
~ 6 .~ .g
co Z .x ~
.~ "'0 QJ 15
~ ffi Q) 0
"'OQJ-58
Eai'O>'
~~.f!2@
-Ul:J
~ai.2:"-ul
~~g?o
~CO>,
~tic~
.- 0 QJ :J
oEEUl
U::QJQJOl
.r:: Ol C
~~~~
CCco_
5'c E g
o .@ Qj .;;;
~a3roc
cou~~
o C -"S
..!..~ ~ (f)
E Qj "'0 25
.~ ;t 2 U ui
:2QJgQj2
.....: en'- ..c ro
a3 .~ ~ (5 E
'".,"'0 o.r::'~
egs.-=:~
0.:;;= .~ti
(l)"'Oc25 0
l:)) co C ,_ U
~~5ro"'O
.S; 0. 0 C C
!IIUl i5co
C5,g,g025
_ _ 0.-
~ QJ"'O U. ro
~ .12 2 5,~
LI.j 5J al .(jj 0
l.('i5~.gJ8
"-
0)
0)
c
OJ
c
W
c
0)
E "-
c 0)
.Ql S
CIl 0)
CIl (/)
<( U
c
ro
t5
0)
'0 ID
Q: ro
.0 S
g>g;-525
":; Ci> .~ n
..... en '+- :J
CL9~~
OlE.2 25
C Q) I.... U
D U) (])
:J >,.r:: "'0
U (f) ..... ffi
.~ c c
o 0 ul
~ .13 "'0 ~
,~ ~ ~ g
fu8liD.
(f) CD cu en
0l>0 C
C ffi 5 ~
.~ C ~ ~
.- co I.... a.
Ol.-=: U
C C QJ
QJ ~ a::
.:; -g -g
OcoCO
co a ~
"'0 .~ rf
.~ Q)
u:: X
QJ
E C
co 'm
~ E
'0
c
l..: Qj 0
~ ro QJ
~~-5c
~5,-5~
.~ .~ .~ "S
~ "'0 25 W
E:QJ'~-
E: g'~Cii
(5 .~ 'E ~
~ 0
~ ~ 8
~ ~ a3
~ g> ~
'15 15 U
~ co QJ
::t: 0,-5
U
0)
ro
'u
o
CIl
CIl
ro
..c
u
..c
S
:5 g>
.~ 'c
E al
.!:::: C
LL OJ
'+- C
o w
0) C
E L:
ro ro
Z 2
U
Qj Ul cr:::-> c"'O
en.~ !B -: >: ~ ffi
co 2:'C Ol(/) ,- ,
~ QJ ~ .~ "'O.~ ~
E Ul "'0 .~ ~ ~ 2:l
ugcccva.e
QJ .- co 0 :J QJ 0.
.e- Qj E U ai -5 Ol
o.QJQJ>,> C
(f) .~ U) t <( 0 "B
co g> >, ~ I'- - 'E
TICV~e~~Qj
~5,g~ .,g c:
QJ'- :J co S C Ul
Ul U ,e .Q ui 8..9!
~g>~Q).....C/)g
QJ.-.- E co QJ QJ
QJ-S"'OE-~Ol
:2 Ul"'O 02.2:"-co
cccuoCiiC
coococo.r::co
>uc_r.noro
~ (]) .Q 0 E ~-
:2:2~~g~5,
cri e"E u I.... en ~
:2o.~co~co,g
oo~~,-3:+-'
u::..........<D-Q)~
~ Q) ill ,- S I '3:
~IDro ~u . VJ
S~~QJ~~25
8~~~Eg:~
Q):E~+-'_~LLO
-g:i5EE:J ,Ol
9 '(jj g; 2 1Jl ? ~
.- Co 0 g!, QJ :J Ul'
E "-VJ"-oQ)
,~ 5} ~ - Ul 0 .S!
:2 ~ .- ~ ro QJ 2: .
. >,oQJ"'OQJc
~ .~ co 5} Ul co Ul .Q
CIJ I ~.- 0 0 C ro
0.: "'0 "'0 "'<I"...!. Ol ~
Q) t5 e -g ~ ~ .~ .~
.~ cu cu ,- .- u .~
:t::~~c-::2"'OE
C)OQJOUlcC"'O
-g OJ U U ''':::; 0>.- cu cu
cu ctclVJ~~~-:O>B
Q) .~ ---J E ci> (5 ~ @ .2 '-0
co .~ a3 "- ~ ~ .0 U5 ~ 2
(jj QJ:1:5 QJ :J QJ 2:l .~ ti
QJ g-11-gu ~~~ g>25
-5 Ul::t: :J.~ Ul 0 ~ QJ U
C
o
~
C
15
o
o
U
.--2
'E
.~ ''5
:2 ul
QJ
"[;
C
QJ
Ol
co
7
""
CIl
E
"-
LL
"-
0)
..c
5
:5
~
ro
is
E
o
"ONO
C lO 0
lO~cn -
~ C"'- i!.l
...-roo'>8,
-~ c 0
OJ .- CO
.~ ~ a; _
>- ro 0) ro
al Q.. .S: :0
.S: 0) g' E
g' g> w ..Q
w"6'58
'50G CIJ
o-oc"O
.s: ~ '0; ~
- u 0
B c a5 'u
c ro._ ro
c .92 ~ b5 z
oQ &5 0 ~ "0
rn ~c~~
u 0.- 0 .-
:JQ;~Ci3~
U_CIJ..cCIJ
W CJl.::: u >
ro c ro c
<Ii ~:J CO :J
\0
c
o
~
.r::!
ro
'u
0)
0-
(/)
--
"-
ro
0)
~
E
"-
u
c
LL
CIl
-5
:5
~
CIl
Cil
0)
"-
OJ
0)
o
0)
u
c
0)
'c
0)
0-
X
W
CIl
"-
ro
0)
>-
-0
O>"-CO>
cQJoc
'C ~:;:;,~
QJ QJ co .-=:
~VJ~E
.- C U QJ
OlCOQJo.
ai .-=: a: ,
_~"'O25
'5 VJ c,,,:::;
.- co co
o -g ~ .~
cticu"-"2
"DeCUO
.C 0 D.. 0
O.(jj.- U
U::cEc
QJ.~ =
'E ~ :2'5
co - '
._ C 0 Ul
:2'm >,.9!
>.; EG g
~OJQ)~
Cl.. ro .r:: co
E:~-c
(5 c2.8
Ol~.!!l
~.(jj c:J
~ $ .Q g'
"l:~-~
QJ~Cii
c:: Ol.- U
:2~"2.Q
~._ 0
~~8-g
,,"'0 ,co
ti:-g~2 .
COo.~25
't:l Ol E (/) .(jj
c:: C 0 .-
~i5u,g2:
::::::cuQ)+-,Q)
Q "-..c..c c.
ClOl__:J
l:)) OJ QJ .~ ~
c:: .~ 2: ~ 0
...... > Q) cu ''':::;
E:coUl.r::u
.12 D.. 0.2 2
~ g; ~ .~ 'g1
CI) .- QJ.r:: 0
"' -g U> +-' U
"1::- >,C"'O
~gUlOC
0.: .- c"'O co
Ul 0 C '
~QJ'~co~
{5 .S! al ...; QJ
~2:-o.g
~QJoQJ~
....UlUOo.
<0
IJ')OO
r--N
mlJ')
~~
N C
000
(V") 0';:;
r-- ~
t)
~'Ol
C 0)
.Q a:
~~
t).o
'0l8
0)-
a:o
t) --0
"- ro
LL :g~
ro ..Q 0...
0) LL~
>-
0)
.S:
Ci.
'u
.~
o
--
u
0)
"-
0)
t)
OJ
0)
0::
C
o
~
"-
t)
OJ
0)
0::
0)
>
~
<(
ro ro
C C
o 0
'Vi'Vi
CIl CIl
0) 0)
'+- '+-
o 0
'- "-
....: 0... 0...
g>.~ ~ en C O>c' ~ ~ ~QJ tioo ~~
._ co QJ Ul QJ QJ ~
Qj E :2 2:l '5 'iij 'E C 0 ~
QJ ~ 0 QJ .- CJ) co . 0
C QJ C ~ QJ C co.~ <( ~
'6> ro cu c. 5 '6> Q) ~ g> LO _
ai ~ > Ol 0 C -5 1:: 15 g>.~
- ~ C +-' W _ 2 '5 :0 C
:~ 5> ~ :E ~ ~ 0 .~ e :s 2
o .(jj ui E C Cii 25 ...; 0. aJ 8.
~.gJ 25 ~1Jl >:e ~-g-g co
"8 &'~ _'~ cO 8.. (jj co cu C
u:: ~ U> E cu ~ ..c .c' ~ ~ .Q
>- . m 0. QJ OJ fl. So ~ 0: ci3 ;=E-
cuEEc
5"'0 5. a 'fii 'E Ul 5: Qj ti ~
o !ii Ol Q ,E_ QJ z ti co ~
w ~ .~ -5 0 co ,g ~
QJ Ol'~ ti :2 Ol - :2 t ~
-g .~ -g ~ QJ ~ Co E "'0 ~ 0
ofOu"-U> Q "-,,- +-'
'E c..~ ~ 8 'i;) m ~ ~ ~ en
coQJCu _ ~"'O-QJ-N
~:55.g ~ Cl..~~~.8~
..... C al 25 .r:: tt a:: LL aJ .r::
->0 0-:;:; QJ ~QJ_tE
...... ~(5u.o ~25~ge
-gg>uS~VJ -VQ)_+-'_
~i5~UlcC&Eoai-g"'O
QJ C QJ.Q 'C QJ 0 0 QJ
::::~~O=UlQ;QJ"'O a::Ol
............~ el U U '2: ... D.. '(jj "'0 QJ ~
_cQ)OJ +-,cu"-
. Ul coo 0. 12 Ol Ul co .-
..... QJ co :J'~.~ co 2: >,
~ E.-=: C ~ Ul (l)"U QJ g;,QJ-g
E: 2 ~ .g 'u 25 0.:. 2,g:2 (/) ti
Q VJ co C 0- -... U> +-' 05 ..c
::t:Qj"'Orog;,"U~COl Eg>
Qj ~ ~ ~ cu E ~ ~ ~ -g Z .~
t;;u C o.c~1::: ~ CO& g>~
:::, 0 0 0 C _ "'0 .- .-
G ~'s -0 ~ u .e. 0 ~ Q; .~ g>
?o-,c,e.gJ 5,-g<i:ala::Q3 ~w
.!Q.9.=:JQ)CU......+-'''-E Q)
~ e .~ U "- u) Ct:J .~ 2 .;:: ~ :J C
0.: 0."'0 .~ .r:: Ul ~ Ul QJ QJ - Cii 0
"i5 ~"'O .-=: QJ ';::: 25 ED.. E > .~
, ~ C ~ ~ g Ct:J u.;:: U e "- ~
~ "- co..,:::; C tlE: D~ Q)- Q)u
Q3 J2 ~ B g u ~ .~ CJ) gj B 1ij ~
(j ~Q '(jj ~:o.::: e,~ g. U Ul el
.~ .S! ~ 25 15 g>'~ 0. 5, D. ~ g> ai
,~ 2: 2 5} 0 .;:: ,~ ,~ ~ Q) c '5 c.
~el~~8.@~~~-58~iJj
N
<0
m
t5
0)
B
"-
0-
U
0)
CIl
o
0-
o
"-
0-
0)
:5
.8
C
ro
>
0)
(jj
"-
...:"-
0) 0)
0) 0)
C C
CJ') OJ
C C
WW
CIl
C
o
~
u
~
ro
~
a
u
C
ro
0)
~ ;>.:
0) a:
'c 0
~ f0-
x (/)
W I
"-
1! ~
5 g
dlS
c
QJ
E
t
co
0.
QJ
o
Ul
QJ
U
J _ '2:
EaiJ]
OjUl_
cQJCO
.- ct C.
~ o:g
C-s
'0, 0 :2
C 0 ~
WNQJ
c.r:: g'
~~ffi
:2:2:2
co
"'0
.~
u::
'E
.~
:2
- - ~
CiiCQJ
UlQJ~
QJEQJ
QJ 0. Ul
~.2 c
g;g;~
o QJ.-
-","'O~
QJ "'0 Ul
~~-g
C _ co
co 0 C
>c.Q
. 0-
~.(jj E
.2: :s
E QJ.~
t;:: g-u
QJUl"'O
-Ecffi
Cs.Q c
-Do
C 2'w
QJ-Ul
E ~.E
t 0 Ul
co U C
a;-"'O ~
O~:
Ul QJ
QJC-
.S! .Ql ~
2: ~ - ui
QJ"'Oc-
~ QJal
cog>E"Q
.9. 15 g;, D.
.S! :J co
cucc
~ .~ co ~
_ E
~-cOJm
;;~ro':::
.~ Cii ~ -g
-g .9- ul co
~ .S! co Cii
.~ S ~ ~
~ E ~.~
QJ "'0 Ul"'O
:2cco
ccoul25
~2"U13
. ~.9!. ~
~'~K8
QJ~"'O
.r::QJC
I-cCO
ciJc~
.2 ~~
QJQJ-
QJ._ :J
c~-
.0, g Cii
c~-
woo
- C
~-gQ
Ciicoro
>LOg
. "'0 "Qi
.{gc"-
.;:: cu Q)
.2"'<1"-5
LLMOl
.-: VJ .~
ECii"'O
coc2
,-.- U
:2Ec
,.,~ OJ ._~
~-CJ1
~O<Kl
,-
~QJCXl
<.:l OlCii
l:)) ~ .~
.S;c3 E E
~ D>OJ2
~ .~ ~ g;,
~,-c ~ ~
~, co C
ooD..QJg'
QJUlC
oc .r:: Ul.-
-coco
.!QQ)o...u
~ro-E
.S: .~ 0 "-
~o.-5.8
(l):J:JUl
f..::"'OOQJ
OUl.r::
OJ +-' ~=
.!!) Ul C 0
t:: ~ QJ C
(j - ~ .Ql
...... u U VJ
E: .~ co .gJ
,~ "- u Q)
""o.QJ~
":::::_+-'Q)
....Orlw
CQJO-
1::: 0.- 0.
~OQJE
,,~u.-=:o
.......UlUlU
N
q>
~
~
::>
w
a:
It)
w
e"
<(
ll.
It)
It)
N
:iE
0::
o
u..
Cl
0::
<(
Cl
Z
<(
?-
m
>-:2 -g
c..oco
:JOjo.
8.~ :J
Q)::: t
-gE~
OQJUl
...!.. c. c
E c.Q
co .Q .~
~~~
~''E g-
ocgUl
~U25
~ g;u
'.t:::;'w 2
~Q)U)
CI)~25
Cl..QJu
~ ~ :i
Clg2:l
Q~ ~
Cl)oUl
~s.-=:
'-COl
w 1:: .2'2
:2(l)CO:J
.r::.-=: E: == "'0
t:::Oc
~ ~1? ~
al (l) ~ U
_Cl(/)QJ
.~ Q; D.. -5
g :;::"'0.8 .
~~~QJ25
co U .-
~ 't:l .5,_ ~ ~
.- c:: Ul - QJ
.r::CllQJUlo.
~ ....",o.(jj 0
CJ)OJIVJ-
u'Cti~coo
QJS:Ul"'OC
'0:S; 0. C .Q
~(l)Ecoro
Cl. 'l5 :J 25 .S!
c~D..:;:;~
~ .-t cci ~ a3
.2 E::g ~~
QJ .~ 0 QJ co
a::~u::D.~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
,
.
.
.
.
.
I
.
.
.
.
.
.
.
.
.
. U) Q) 1t....
Q5~-5.E
:g~OJQJ
'61 c:O
c x "t5 'en
W "(ij QJ C
.8 ~ 8.
o Cf)
U ~
>- 0
~ !!2
..c CO
gl Cf)
..c CO
"0 3:
QJ QJ
115 >
> ro
QJ Cf)
a:; C
o
~~
E ...:
ID ~
C
o t
>- "00
Ca~e-
::J '(ij _ <c
o QJ CO
U"OCro
CO C
QJCUO
~~<u'~
9 'E ~ E
'E a:; "~ *
COQ-c-
~ "0 >-'E
~cEco
'tJcoi5~
~ ro U
tl)liQJ
LlJ QJ "0
"0 U CO
~ c 9
Q.: 8 'E
..... CO
~ .2 ~
C;)
ti
QJ
"Og>
O::c
-;:: QJ
QJ "0
~ ":::
~ iO
~ 3:
_ "0
U CO
QJ 0
'0' I.....
0:: ~
>- E
:J 6
g-~
0_
o
QJ CO
"S ~ 9
~ 8 ~
~g-ro
~ ~ ~
OJ
C
C
C
co
0::
-0
C
co
OJ
c
.;::
OJ
OJ
.c
W'Ol
.c
D..w
al~
OJ ~ ~
~ ~ ~
1:1-
-0 0-0
~ :2 c
OJ . co
J: 0
E (/):S
~ 03 ~
ro ....J I-
Cf)
t
o
"0 a.
C QJ
CO 0::
>- U
~ :E
Cf) ~
llJ f-
~o
W C
o
.8~
Q} ro
E a.
ro QJ
0.. Ci
......
OJ
OJ
c
OJ
c
W
c
C 0
Q) ~
E 0
C Q.
.Ql (/)
(/) c
(/) co
<r: ~
t5 ......
OJ .Q
'2 ffi
Cl..(f)
.D
wo
g; C
"9
~ 115
C U
~ ~
ro :g
o E
"0
OJ QJ
C "0
'ijj ~
-g .~
E ti
(fJ .*,
~ Ci
:J QJ
(fJ..c
LL f-
OJ ui
C ti
'(ij QJ
::J '0'
gD..(/)
~ ~ 8
~on
.2c3l
.Q w
U co E
!:E 0
~ 0..
o
"0 U
C C
CO
E -g ...:
o CO ~
U) Q) a;
a .~ g>
>- C C
-g 0 ~
(;) ~ u
c W QJ
QJ 0. '0'
E E 0::
g;8CD
o Cf) ti
E co "C
"" 3: Ui
U ti 0
E Q) ~
QJ 'e b
"~ ~ f2
~ ~ vi
""
.8 E ~
e- 3:
"co 0
QJ ~
:5 C
E
.:::
ro
>
o
QeD
o.'<t
co (';j
<{ ,
s ~
I'<t
LLG)
OJO
C (")
'c -
"co w
.n 0..
o
"0
C
::J
o
~ Co
J::! Cf)
co 2
"0 5,'(ij
ffi "w 5
C ""
Cf) QJ co
E > C
::J QJ "-
~ ~ ~
:E ~ 8
~ Q) "'0
OJ C
-5 ffi co
.::: ..c ro
U C
8 ill ~
.~ .~
~ ill
QJ 115
~ 8 3:
-0
OJ
ro
'0
o
(/)
(/)
co
..c
.S:?
..c
S
-E g>
.~ .;::
E ~
...... c
LL OJ
'+- C
o W
OJ c
E -.:::
co co
Z 2
u
~ro
QJ t
OJ 0
"O..c
::J (fJ
.0""
C U
:c '5
"'=' co
3: 0..
cri .~ ~ .E ~
:g .2:- 0 QJ >
"61 ~ E :0 "~
C co Q) "en C
w ""0 E 5 $
__c o..ro
.~ COc E Cf)
e 0 .~ ~ 0
~"tj~~g>
ill ~ ~ 5:
~~~~~
~ {IS :5 ~ (fJ
tiCf)g>~~
QJ t'(ij f-
'e 8. Cf) :'i. :J
0.. ~ ~ f2
~O>~~ .g
Q.~(/)e. en
QJ "~ :g <c 0
o "cOJ- -: ro
>-c::Jc f-
~Q).Eo g
o .~ 0 ~ LL
u:g-;~ 0",
~ .;, 3: C .Q'~
COCco-EEU '
9co :Ero ~
'E "E ~ .~ ~ 8.
co .- OJ ~ o.~
~ ~ "E QJ -g U ~
o.QJ:5coC,
-s"O:2.8Cf)"O .!ll
:::>~3: t~ Q.:
C;)-Ex8.Cf) !!l
~2:gQJc Cl
~~~-g~8 ~
&:g>-Cf):t::u ,!!1
oco8.CO:E ~
Q:i u ~ e ~ ~ .!Q
~.EroD....... ~
(j) 0-.0':;
~ ~ ~ c'::: ~
~ "(ij E ~ .Q c .~
"-lC,~rog.....
C") 8. :s Q) Co co .~
~U)oEo..-o ~
:s;: tV '+- Q) ~ ~ .~
~O::oUo.> Cl
g> ui
'w U
::J QJ
0> "e
c a.
~o..
~ i=
QJ
.2
I'--
N
00
to
(j)
,....
--
(/)
E
......
co
:.0
E
.2
o
U
LL
......
OJ
..c
o
-E
~
co
'0
OJ
o
co
N
c
o
~
.~
ro
'0
OJ
Q.
(f)
L::
co
OJ
~
(/)
Q)
OJ
......
OJ
OJ
o
'+-
o
>,
:!::
~
OJ
.:::
c
::J
.~
.D
E
o
o
u
o
c
E
......
LL
(/)
-E
-E
~
OJ
o
c
OJ
.;::
OJ
Q.
><
W
(/)
......
co
OJ
>-
-0
co
c
c .Q
o ro
~ Z
o
:::l W
-0 U
W (f)
a5 co
"" c
o QJ
3: E
lfl g;
co
a.
.E u>
OJ ~
~"O
ffi n
~ f-
ti g
QJ LL
"0
0::
ro
ill
>
<D 3l
Cf)
.E 5
U) .~
6 .~
'';::; Ci.
U a.
QJ co
"O(fJ
Cia
U .
:E g ,.'
~ (/) VJ
{j
ui ~
~ tI)
I
c
.Q
ti
.!!? t
"8 0 ~
co ~ ~
{g u ~
:E 0:: ~
~ 5 ~
OJ'~ iIi
c ~
'g ~ ~
U QJ 2
.~ iJ' ~
ui" a3 ~
m '0 '-J
"0 'ai .~
0"0 ~
E ti
<1l co
~ E
OJ
c
0..
'0
(/)
o
::a
OJ
......
OJ
en
OJ
OJ
0:::
l"'-
t[) g> g>
1'--.-.-
('I)............
-:t OJ OJ
. OJ OJ
O.!:: .!::
ZOJOJ
co c C
-oWW
.;;:: == ==
0.:::.:::
en U:::uu
.=
LL
......
co
OJ
>-
c
o
~
......
]2
OJ
OJ
0:::
OJ
>
U
<r:
....:
2 .~
"(ij -g
Cf) c
i5 QJ
ill E
E i3
::J 0
C "0
.2 ~
"0 .9
o co
U -g
~ QJ
o ~
m 8
~ ~
"61 "0
c c
W co
00
,....(j)
-:tOO
-:tl'--
,....00
ci 0
ZZ
>,co
t:.o
:::l E
..... 0
c _
OJ 0
~u
--
...... ...... ......
OJ OJ OJ
OJ OJ OJ
c c c
OJ OJ OJ
C C C
WWW
co co co
c c c
.Q.Q .Q
(/) (/) (/)
(/) (/) (/)
~~~
000
...... ...... ......
Q..Q..Q..
t[) 00
(j) 00 to
(j) (j) (j)
g>'O~~
'6 >- - ~
0>:-= (/)
C U co
o "0
QJ QJ
Cf) :5 C
:.s QJ
"5 Cf)
E ~ ~
ID g' co
o QJ
~ :5 ~
co t) ~
~ co 0
~ a. ~
~ "~ ...:
f- U ~
:E
co ~
"0
'g
u:
"0 >-
C C
co ::J
C 0
o U
'~ "0
Co c
a. co
QJ 2
Ci co
t U5
o ..c
a. _
~ .:::
ui
'(ij
>-
ro
c
co
"0
C
co
C
o
U
.!!?
o
U
co
115
r-: ~
O:E
~ fi: jg
.g> -g QJ
....:.E co :5
E >- C
.~ .9 'E ,-
~ Cf) i5 iJ)
~~u""
'2 .Q" ~ ~
C;) .2 ~ 3:
~ al ".!. QJ
c:: - E .2:
.~ g; "~ ~
~'~>~8
"O'-'o:5~
~ * ~ ~ .~ ...:
g!~g>~~
U c 11)'s;,.~ ill
i:~ ~ ~ ~ "~ a3 .~
~ ~ c3 .~ .~ tTI ~ i
"g i ~ ~ ~ .~
~.!'c 8f=i"i~
::J t .0 c 0 'u
~~() ~'*~
"0 Cf)
C OJ
co c
(/) ''lii
c QJ
o E
'~ (/)
-g co
QJ a:;
E 3:
E Cf)
8 co
~ ~
'0 .f;
c aJ
~ E
0."0
o C
a:; co
> Cf)
QJ a.
"0 0
~ ..c
.2 ~
QJ 0
:0 3:
"(ij U
c =
o .0
a. ::J
Cf) a.
~
"@ -5
(3~
w-g 5
~ co "13
.2'E2
Cf)QJUi
g>5.8
.- 0 U
IDQ)"O
:giVc
"61"O co
C_QJ
QJUOJ
QJ"O
~.eE
coo.
b _"0
Cf) C
llJ'(ij co
-g~al
-cOJ
~ ro ~
'~,1;? .~
(/);;:::"0
't 5 ~
QJ U C
a. OJ
~ -g'~
Cf) CO"O .
-%! c ~ n
(/) ro~>QJ
C Cf) COE-o
.Q 5 (/)_ ,g> 0.
ro ~ c..c_
o OJ co
~ ~ 'ID g.8-
ro ~"O '6 'c
:::l _::J::J
a ..coUiE
W 5,_"0
u.-.- c
Z Cf) ~ co
WCf)CO>-
a:.~::; 'E
~roui"i5
><~~'-:
W_::J2
u.~1i)!9
o.2ro ~
>-~'E.E
...... o::QJQJc
OJ <{o.Eo
..c ""Oc""
"::::ue~
o :2::ES a.
ciJ ~ ~ a3 .~
t5
OJ
'0
.....
Q.
-0
OJ
(/)
o
Q.
o
......
Q.
OJ
E
.8
C
co
>
OJ
Qj
......
-0
C
co
OJ
o
C
OJ
.;::
OJ
Q.
><
W
.E "8
"0 ..c
o ~
U
~ -g
'0 ~
Qj 0
:g :;:
"61 W
c c
W W
co ~
"0 Ui
'~ .E
u:
Cf)
..c QJ
U '6
co ::J
~ U)
E .g
co 'C
~ 8
"'"0
{j ~
~ Cf)
CI) QJ
(,) '6
it: ::J
ro U5
~ ti
~ ~
2 E
c:: U
,!!1 :E
~ co
.~ ~
c ~ c
.~ "6'~
2 ~.!!?
U C ....., 0
-s :E"O .~ U
~ ~ ~ ~ ~
'c~:@ 'cUCf)
.o'6OJ..o~co
() ~"~ G f= ~
- U
~ :E
a. co
E .;,
U 0
:E
~ 5
.E '~
'';:;
~ 'E
U
~ .E
o Cf)
Qj .~
QJ ro
c c
'61 co
c
W c
o
co t1
"0 3l
'~ Qj
u: C
E ro
.~ .~
~ t
~~
'!;2 w
.;:: ~
tI) Ui
~"O
"!::: c
E: co
~ 8
~ "13
"" .!!?
~"8
.~ co
.~ ~
~
co
"0
'~
u:
"O-..c--
C~Cf){5,al
<1l OJ co .- '-
~ QJi:/5u(fJ e
~ _ .0..
.~ ~ ~-g 8CD
~'6a3co'~ti
I.l.j 0 E ~ N "C
c: (5 ~ ~ "E "~
.~ 3l c?5li 0
~ ...:~ ui"o~
Cl QJ "- OJO
~ .~ g; ~.~ f2
c:: OJ'';:; co E
~ GJ ~ ~ ~ .~
l.... u~'Eco~
.~ :E a ~ 5, ro
ai co ~.- c
CI) f= E co (fJ <{
~osEUi
.Qai 3l 0(5
a3o..~ai:;:;
(fJ o..o..(j)
ui c . c
t.ci,~ ~ *~
....-gf-;"E"O
'~U)~~ffi '
.~ co -.J W W ~
Clcui"-QJOJ
,Q .w ~ :0 u;>
11)' 115 >- U ::J r--
{j ill~ ~U5~
~ g-<{ co -g G)
tI) "0 ~ "~ ~ g
~ ~ "~ 'ijj (fJ ~
.~ OJJi 0:: ~ :g
".. C I L (J)
~ 'C - - ::J E
QJ ~ 9 0 u "_
8'.~ ~ C J2 ~
OJQJQJco"O
.(,) cQJ ...J E (fJ c
:i:: . a. _ co
ro U .~ .Q Cf) 0
~ :E ~ QJ "~ 0::
~co[)-g~
~-cOU5:2:
.~ 3l::: ui QJ '-.:
.t "~ c "(ij g ~
t:::: ~~coco
......(J)l....co+-'c
.~ g. co C ,~ co
ClCf)s<{o~
"E
-~
~
u
c-
_c
- QJ
.. OJ Cf)
>-cQJ
0:: 'C 0::
O~,
f-Clfl
(fJ .- OJ
- OJOJ
It.\J~
~cUi
O::=::J
O~OJ
>co::J
>:2:<{
N
0;>
~
~ ~
"0 0
3:
.E ~
"0 W
8 ~
~ 1i)
:;
o 0
..c
cv g'
:g 0
'6> :5
C C
W 0
"~
co OJ
"0 :~
.~ ~
u: C
co
Ui OJ
QJ C
u 'E
QJ co
c U
0:: U
,:E
-s~
~ -
CI) g
~.Q
.!::: 115
~ -g
a ~
.~ ~
:t: U
~ ~
"0
..... C
11) co
l!: Cf)
(,) '(ij
QJ >-
.!::: ro
~ ~
Cl C
o
~D
,!!1.!!?
s; "8
:>
w
0::
III
W
C)
<(
a.
III
III
N
:a
0::
o
u.
o
0::
<{
o
z
<{
l-
ll)
~C-5lB
QJ 0._ co
(J):;::;t)"O
'a,~ 3l g>
LTI 8 ~'~
C QJ
cco-c
0- .-
.- co OJ
co"O ,c
t C QJ
8.:E '~-g
Cf)COQJco
C::;"Ou
~3:c:E
f-QJOCO
,Q'~u=
a30::3l~
(fJ ~QJ
QJ C
.uicQJ
11) QJ .- OJ "
~:goEE
c3 Ui .~ .g ~
OJEQJ::J
......c Q.(/)
~.- E C
(3 ~ o'~ 8
.....~'t:t::~
Cl QJ~QJ
.o:Eo..,;:;~
()~ g'~
..+-'000.0
~ -g g--.S -g
.~ co..c ..!. E
CCf)~i3o
QJQJ~ 't
tI)'6o-gQJ
~::J3:coo.
.~ Ui "0 "0 llJ
Q3 OJ C QJ.-
QJ .~ co ~ -g
.S: m (/) (/) Ui
~QJOJ~u
G5 C .~ .Q :E
"61 W QJ co
.l:l C (J) co ;:;
:t::QJEOJ3:
,~ .>! :~ QJ
.....:g,gES
ro~.ooo::QJ
c::-::J-
ClQJo.OJ'
'_ (/) C C
~ "~ ti "::; g
~QJ-6'Eal
ao.cl.--
~::Jowo
.....(fJu~u
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
ro
:2
o
u::
a>
Cii
"C
Q;
"C
::1
ro
-l
t
o
u..
..:
::1
o
u..
U
.;::
~
o
c:
o
~
t
o
a.
III
c:
ro
....
I-
--
o
-
c:
CI)
E
t
ro
a.
CI)
o
ro
"C
~
u..
a>
:;:.
f=
"0
C
eu
a>
E
eu
Z
ro
~
Q)
0>
<1J
c::
<1J
~
13
.~
Q.
~IDQ)>'<l>
i:""~~-5
-octlB:+=-E
e -E ~ ro'~
-g~-g5ili
C'CI(/)cu"'OE
.~)~U=5~
C'-'Q.)CCl...
E -g "[ ~ ~
~ro"O~Q)
uc:wco-f;
~ :B .Q, -E a
.5~~ro
.9 en :::I ~
~5ro~~
00'-0
li-c~~5
.~ .~ ~ -E 5
"O-oE-E~
:!J $"E.~ ~
"E .~ E ~ ~
.- "0 a ::J 0
.~ g ~ _~ 5}
-o02-ro-g
@ . g u ctI
~~-g~5ui
c:2Cic~~
Q) w ..... 0 -- U
D ~'S~~~
~cn:6~-o~
:~ 8 Q) :E ~ ~
"'E -0 :2: -0 (f)(]) a;
C . Q) -0
.9:~~cU@
~ ~ .~ LTI ~ ~
.~ ~ g, . ~-g
'- ..0 .- E 0 Q)
~~~ ~ag>
~~i5eE~
-~ ro 8- ~ ;: g
VJ >--- '-- 0)"0
roffi~~~@
: .~ ~ .~ ~ *
E"'O(/)u.....
.~:~ -g ~ ~ ~
~ E .8 ~ -~ :B
cr-g 5 cu-g~
~ CUu ~ro-;S
~ ~ -g :g .~ ~
~ ~ Ci..22 ~
....
Cl
Cl
N
.J::
<.>
~
::E
.S!
~
Cl
Cl
N
Q;
.c
E
'"
>
o
:z
OJ
OJ
ui e
a... 'g>
OW
Ole
ro .Ql
"+:;(/)
c: OJ
roO
en
Q) .Q
III e
o OJ
""")U)
C
a>
E
c
.g>
(/)
(/)
<(
Ci3
Q)
.0:
O'l
e
W
e
O'l
'en
Q)
o
t5
a>
'0 ....
a: .~
Q)
U)
..ci
~
Q)
c::
0>
'u;
Q)
Cl
0>.,
<1J
i:
"0
<1J
o
a::
roZ"-C'Og>(j)-g
"5 ~ ~ :~ 8 ~
25 cE-o::J
:+= g>.Ql ::J ~ en
~.~ ~ JQ ~ E
ECl.O~E:'i:
o ~ >-'00... -
~ Cl... ~ C5- .9t
....c:-o-o C::2
-c:cucno)Cl...
.~ ro [i "G .~ -0
~ @ .~ ~ -0 $
~ c.. -0 ~ E .~
-~ ~ .~ ~ E ~
roroctio:::Q)o
5,'= ~o::: ~ '-'_
"C:;; _ '- 0::: a.. Q)
0)005,-"'0""3
~~~J2@~
~@o...~5~
UCCC'O".+J_
gs~.ga.~~
0::: 'co ~ t5 ~ "f?
.~ 2 ro ~ ~ D-
E rtI T; c "0. ~
~ 0 ~ 8 .?:- .~
en Cf) -0 ro
ct ~ ~ .9 ~.~
(])E.:::13.QE
.~ ~ ~ ~ ~ -0
~~g~-o~
t;;; ~ ~ u ~~
-E -0 E a .C .r::.
_ Q) 0 ID -~
o-oUCE::O
~-5~.gg.ffi
roC........~OlW
.r::. .- ........ ro
o...en<(CL-o .
~ ~ c ~~ ~
~oga>:Ei-a
~~.ffi-E.ffi.8
.(3 ~ e -0 W C
~ '0 ~ ~ .::.i. g
en a. ~ ro 19
1? C _~.~ ~ 6-
~:B~~<.9g
1?.5~:s-g~
c~IDOro..E
ooa> Cen
E~-ti~g~m
<DO::: Ca>19:;:::=c
cog .~ e ~ ~
~ .ro- ~ ~ S~ ~ ~
(f)E.Qo;?,uCl.
~
Cl
Cl
N
~
'"
.c
E
'"
>
o
:z
.S!
en
en
en
~
-~
c:(
r--
(/)
E
....
LL
....
a>
.r:::
6
:S
~
('.l
"0
a>
ro
'(3
o
(/)
(/)
ell
.J::
.S:1
.J::
:;:
:S
.~
E
....
E
....
LL
(/)
:S
:S
~
U
e
a>
u
c
a>
.;::
a>
a.
><
W
(/)
....
eu
a>
>-
-0
O'l
e
.~
Q)
e
'0,
e
W
.0:
~
~
LL
4-
o
a>
E
ell
Z
cj
c
o
~
.~
ell
'(3
a>
a.
CI)
--
....
eu ro
a> u
?; .~
nU::
(/)
or
a>
L-
OJ
a>
o
c
o
~
U
::l
"0
W
a>
-0
'"
o
n:
(])
-'"
o
.0
E
(])
0..
o
u:i
.8
(])
c
:.:J
-0
ro
i:
e
co
Qj
-0
'"
9
.E
'"
~
(])
-5
E
,g
r--
co
0:.
(f)
er-
n:
~
<n
~
o
s:
.8
ill
-'"
'5.
E
:::>
I-
'"
-0
.~
u:
o
s:
E
,g
v
('"")
co
0:.
(f)
er-
n:
~
CD
CJ)
CJ)
O'l
e
.~
Q)
e
'0,
c
W
.-- .;:;
E .-
roO
~ e
Q)
E <.:>
.~ 1i3
~ '0
U)
4-
04-
>,0
~.Q
~ Q)
.~ {3
e ro
::> co
(])
c
:.:J
"E
'"
>
E:'
co
~
>
iY
c
'"
'0
c
.8
u5
c
o
'"
';:::
ro
:r:
o
z
E
,g
<n
0:.
(f)
er-
n:
~
-0
n:
c
'"
E
t
'"
:r:
o
s:
.8
<n
~
o
W
E
,g
co
CD
0:.
(f)
r--
ai
0..
:2:
.8
'0
n:
(])
""
-0
~
ro
C>
r--
0:.
o
o
Z
E
,g
<n
0:.
(f)
er-
n:
~
.E
u
;E
[I:l
I-
o
(])
u
c
'"
c
(])
C
.",
:2:
C
o
U
2
u;
c
o
<.>
(])
~
a>
c
0..
'(3
(/)
o
=0
a>
....
a>
.~
OJ
a>
0::
en
....
LL
....
eu
a>
>-
c
o
:;::;
~ ro
~ 5
OJ 'en
a> en
0:: '5
~ D::
t5 ~
<( .~
u::
....:
~
Q)
Q)
c::
.0,
c::
W
(;j
c::
o
'u;
U)
o.l!!
e
Q.
-0 -0 -0
(]) C C
> '" '"
.0;
<..> C vi
(]) (]) C
n: E 0
.~ g- ~
-1.. Q) a>
a>CL
i:~O
'" <.>
~~~
E .e- ~
1ij0..
Cl.
(])
o
c'
.~.~
-0 (])
a>..20
-E .~
(])
15 Ol ~
~ -~ -~
~~O
~ '0, vi
~ ~
13
2
U5
'"
c
"" 0
C :;:::=
.~ ~
'" 0
CLCLC
8 ~ ""
<..> ~ .~
ail-o
c15iU'
~12~
c (]) '"
Ol '4= 0
.~ (1) 0:::
'" 0
Iii E
~ .s:
.~
e
en
en
en
~
""
c
.>.
(])
(]) c:
<.> :::>
c (f)
(])
~ -~.g>
o x ~
E (]) :lJ
"'Q'" Ol.s:
N C ""
.C C
ro ~ W
.s: .6, ~
-053535
"* EU
CLroc2
'(3 :B e (1)
~ ~ .~ ~
0... CL W 0
.~
c:(
.S!
r--
en
en
~ Q)
Q)
~ c::
c.. -co
c:(~
00
"<t
N
C>
CD
o
z
Ci3
Q)
e
O'l
e
W
t5
a>
'0
L-
a.
"0
a>
(/)
o
a.
o
....
a.
a>
:S
.8
C
eu
>
a>
Q)
....
(/)
c
o
~
u
~
ell
::l
o
"0
c
eu
a>
u
c
a>
.;::
a>
a.
><
W
'"
-0
'g
u:
'E
'"
~
>-.
o::g~
O--ai
I- C> '"
CI) .!: (])
Ci; 0..
.... I ~.8
a> ~ 'g>g
.J:: O::WN
6 O~{j
O>~~~
~
Q)
Q)
c::
'0,
GJ
13
.!g.
e
Q.
~
o
.c:
Q)
C/)
o
""
'"
.""
C
'"
(/)
;;g
U
E
""
C
.:ii
(])
,0=
""
C
W
.0=
"<=
'" '-'
;?' g
""LL
C ~
:~~
.80.
~ C
-Q .Q
ct~
o
g1 fir
~ ~
""I-
~o
C -
.Ql 53
~~
o '"
"" Cl.
C (])
""0
.J::
""",
~~
roLL
""-0
C C
-Vi ro
.~ g'
g. .~
'" :g
Q) .0,
.c C
W
.~ n:
g,~
~.E
",-0
(f)~
. ~
~ 0
:2: i:
'E
'"
:E
'0
~
u
.li
C
'"
E
1::
'"
Co
'"
Cl
.l!l
c:
'"
E
'"
>
o
C.
E
~
'Q.
'"
o
Ci
c:
.~
'"
c:
';:;,
c:
W
0::
Cl
:l:
~
Q)
0>
<1J
c::
<1J
~
E
~
0>
e
Q.
c::
.2
13
:::>
"0
e
Q.
..: Q)
'" -ro
a}.~ ~en
~ '"
c'Eu
.Q a> c:
u~ro
:::> 0 -
..P - en
~ui~
8g ~
i: 19 Q)
(]) "'u
c: CL'U5
o E _
-0 :::> en
(])Cl.u
~ ~ ~
c.J:: ....
8 g ~
>- '" c:
= en a>
~ c E
(]) (]) (])
c:c:>
a> 0 e
"" Cl. Cl.
{j 8 .s
:..c <..> a>
~~ ~
u", '"
.!!!. E (j)
~* ~
~i6-g
U ID ro
2 ~ iU'
(1) en ;:
~E15
-E ~ ~
~~ ~-
~e~
fij'~ 5
~-gro
E :::> '"
.~o 8-
10 c: .~
E ,Q -0
E13-O
~ ~ ~
"" '" '"
~8~
-0 ill c
~ ~ .2
>-u
0-0 (])
ct ~ :~
ll'l
Cl
Cl
N
.J::
~
'"
:;:
.S!
....
Cl
Cl
N
.J::
~
'"
::E
N
q>
>
w
a:
ll'l
W
Cl
<(
a..
ll'l
ll'l
N
::E
0::
o
11.
C
0::
<(
C
Z
<(
l-
I/)
060
c: ""
.~~
~ .~
o
c <.>
g~
~~
.c ~ ~
EE~
-o~c
~ .~~
Q) e a>
.0 CL >
ct ~ ~
~~~
~15-~
L':l:t=",
(,)190
m~~
ro-ot:
g'.~ B
.- c: (])
~ ~-E
:EJ)15
(]) c:-
-E g.~
oS: :;:::= m
~g-o
<..>~~
-~ ~ ~
"'O(])
t-oo
oc~
Cl."'~
Cl. _ (])
~~~
-g ~ .s:
-E~03
02
(]) -0 0
E c: ~
(]) '" (])
~ ~ c.
come
E -!!!
-o.~ ~
~;t=c:
.:;.~ 0
Quu
n=~~
.-:..g~
~.g5
Q) o..c::
Co a: .S:
.
.
.
.
.
.
.
.
.
.
.
I
.
.
I
.
I
.
.
.
.
.
I
.
I
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
I
.
I
.
.
.
.
.
.
.
<1>0 :5~:5~ ~~ -S :5 u? iU e ~
5~ ~.~ ~-~ ~~ .~ "i ~ ~ ~ E .~
~~ ~~ ~~ ~~ ~ ~ ~ o~ 0 8 %
~~ '~."ffi. "ffiu ~ c 5 ~~ 2 ~ x
ern E~ E~ ~~ c .~ m rn~ m
~~ ~~ ~~ ~m ~ ~ ~ ~~ ~ ~ E
,~~ ,~~,~ ~ ~ ~ 8 8 ~ ~ ~ 6 ~ E
Cl.Q) a.n... c..n... CLm 01 -g Cl.. Q)('0 10 Q.) ~
~e ~~ ~~ ~m ~ co ~ ~- ro ~ co
.::a.. ~g1 ~g> .::-e ~ e:5 ~~ ~ ~ '0
~ ~ (f) .~ u? ~ (f) g e ~ ~ g (/) CL 5r c:
~~ ~E ~E ~o Cl.. u ~ o~ E ~ ~
i3~ :B>- -B>- 'c3~ ~r:= ~ ~ ~g -g rJ ~
CUw rom rom ro~ N ro ~ u~ co ~ n
>.t'O >-~ >.Sf >. _ ~U:>::J E urn co u Jg
~ E ~ 0 ~ 0 ~ g' ~ R rr 8 ~ "5 ro ~ ~
~Q) ::JE::JE:::Jo. ~-.;;t 00 u ::=(i) U ro (])
= E U) .2' en Ql (f) CL ro L() 4- ~ c:: 0 (/) ~ ro :5
~E o~ o~ DE ~g uLQ ~ ~w ~ ~ a
DE Co Co cuC:>. ro~-:- ~R.:::. ~~ en Q) -
c: o~ o~ -ooro ~ W o~ c: ~c:ro- ~ co
g~ ~~~ ~~ 'gi3~ ~~~ ~L() 8 roro~~ 0 ~
~o o.~o ~o ~.~~ ~~~ wg ~ ~~Q~.~ u
:6 ~ LL_ ~ ~ ~ -c E- ~ :E "E U)_ ~ e -- ~ ~ ~ ~ ~ ~ ~
~Q)~ E5~:5~ ~-E~ ~gJ-6 ~:?; CY eeE'@~;:: ~
;::::50> ~l-Q) l-Q) 2..... _........ ~gJ ::JCJ:! 0 a.O-::J - CU(O Ol
[t.E ~ :;:.9= ~.e= -is ~N af-go cD.._ u..- ~u8~ -g~ g
.-- ~ ~ ~ ~ ~ ~ g ~ ~ ~ ~ 5 ~ ~ e ~ ~ B .~ ~ m .~ {3 ~ r:::. ~ ~ ~ en ~
~ -0 _"C 3t U5 0' LL"U) 0' .... (Ii cr r- C"'I a. ro N::J ro e LO E c.. ro u <.0 e -- 0 ro a
- "Ci) C 0 CI> c: l- _- c: l- C"'I c: OJ v ..... ~ u.. "'0 a. 0 >- W ("0 ......... ("0 CL L(') - E
~cQ i::L U)oa.. Eoa.. :::::...0~_"t--32I ("0 cCj)......... ("OwCD>-~""Q _gLL roC(/)
._0...... _ ::sa. -..---("0 a. _..---:::iiiOCLCI)L('):::::'"Wi.....: c:--.J..QC:..q- SCVEWC"Joen_....:...co
~a.~ - ~CI)~.........-CI)~.........~enwo~~w CO"'OLL.~_CO ~-_~M-a..E ("O~--.J
~~~ E U~a.N~~a.NO~~~~_Cj) .5.....:~L(')~ COoa.Eco~-u..coE~co CD~a..
'_ ~ .C co ::::c: co L(') - co L(') - ...... 0 0 co "'0 OJ E co 0 0 "'O..!.. a.. CI) L(') _- :?: - - _
:5 ~ ~:?: u.: W rn 0 Cii W rn 0 ....; ID ~ w ~ E ffi ~ 0 co ~ ~ u:: .g -g, 8 ; agE >- 0 _ -g "8 ~
'0 ~ (5 ~ -, g> 8- !;; ~ g> 8- !;; ~ g>!!:. a.. Ci) .Ql ~ ~ Cj) a3 ~ "'0 ill .....: i::L n:: ~ ~ ~ - ~ ~ a.. c..i ~ W ~
~~~ ~ s~~~~~~~=~~~~~~g~g>~~~~ ~a~~.~~~~~~ ~5~
<3 ~ 8 ~ ~ 2 - g ~ ~ - g ~ ~ ro 0 N E;.o i::L ~ c ~ en en ~ c: c: .Q ~ ~ (/) ~ ..!.. 2 en e ~ 0
~U~ 0 ~u~~~u~~~n~~~w~g~~~.~~d gg~~wa..~~CD.[ -gc~
~~~~~M ~~~~~.~~a..e.~L(').2~~co.~:U~~~E ~~B~~.~~~~~ ~~~
5~~~~g ~a..~~Ci)a..~~~a..~~~~~~o~~~~ci ~~~~~~6~~~ ~~~
~~~~~N~e~g>5~~g>5~~coID~~a~~Q~a32uro ea.E~~o~g~~ ~o~
::s~~..q-O~we~E"'O~~E",o~~.~rn~~~~OJ~~we~~ CD~.~_.~~Ci)~rn~ ~~rn
e~~~E2g>~~~~~~.:~~~~~~c:W~~E~~OJ.~..--- ~......o~c~~co~~m .S2~
'S (/) rn 0 cu ..c c: ....; W 0 ~ Q) 0::> a. OJ 8- ~ _ co "l:3 ~ I cu U5 c: 0::: ~ ~ ~ 8- 0 II') g- OJ .- ~ c ~ OJ
~Q)o~EQ)~~Q)U5"'OEQ)U5",o~Q)a.~~enQ)~~"'O~ui.....:~~co "'OO~CI)~~~~~..---OJe~2
~5gilltu........~5~(505~(5~5OJn~~~~ ~~~~.~~:Q~$O~~Q)~a.U~~.Q~U5n
.~~~~i~.~~~~~~~a~e~a~~~~~~~~~~~~~~~~~~~E~~~~~~.~~
~~~~o~e~~~~~~~i.....:~~.~~~~~~N~-~~cum~~~~~~co~.~~~m~~co~
e~.Q~~=a...~EQ)~~~Q)~~~~~~US.~E~N......cm~~Nc:~~~~"'O cro~~~.
~ - ...... ~ -0 en >- ~ - CI) rn - - en rn ~ .- ~ 0 ~ .- co"- 0 t ~ ~ U >,. m >-. ~ c: "l:3 .- U IN $ 3: Q) 0) >-:2;: .- en
EO~c:.~~~~05~II')O.5~~O~~;O~~ ~~O~~~~~O~.~o.~~~.~~~~ .O~
~~8~~~~~~~~~~~~~~~8~~8~~~~~~~~~~~~~~~~~~~~~~~2
o
N
t5
OJ
'0
"-
a.
"0
OJ
en
o
a.
o
"-
a.
OJ
-E
.8
C
C1l
>
OJ
Qj
"-
e
"E
o
u
ro
..c::
co .~
"'0 :::Cc.ri
.~ co 0
IT: CI) mq
-:.c _.........
~~CI)v
C;;~~m
-;"2u~
~~~~
(/) co Q) B
C1i >-rnco
;::..Q)coc:
q: !3"~ 'E
.~ ~ -0 g
_mBO
Oocc
Ueoro
so~(5
~~~ci
=g -6 .~ -5
~ Q) ~ .~
:::...5~LL
~I....a.w
,,"ocno>
~:i:€~
fij:9~<.9
S:~!9i....:
oroQ)
J!! a. "'0 rn
U) ~.~ ~
~ ~...c co
8 (j; iij-:2
~ g> rnU
.s ~ 8-.~
E:2I-O::
~ ~o c
CD 'f? 5 .Q
~ ~~~
[k:Q)=-
~~810'
'tiCf)j!!S
~~~~
... Q) ..c::
:3 ~ ~ .g>
~~g~
:::....~ U 0
:g 0 .~ ~
~ ~ ~~
en
E
"-
LL
"-
OJ
.r:::.
<5
-E
~
OJ
c
0..
()
en
o
--
"0
OJ
"-
OJ
.~ 0
OJZ
OJ
a::
ro
'00
o
0-
E
>.
en
'0
c:
ro
en
0-
o
..c:
en
-'"
o
5:
c: ro
E .5
E >.c:
o (j).Q
<..) '(3 ro
0> 0 t.)
'0 (/)::J
ro ro '0
o 0-0>
, 0- 0)
'E ~ ~
.~ '<:t ro .~
2~(j)c
..c: 0
I- t.)
0>
:0
ro
03
'0
'00
c:
o
<..)
c
o
~
.!:::!
ro
'u
OJ
a.
~
"-
C1l
OJ
~
en
al
OJ
"-
OJ
OJ
o
N
I.D
o
<.D
<"')
0>
0)
~
o
<..)
~
03
0-
0-
ro
2
'0
c:
ro
ro
-0
.~
u::
en
c
o
~
()
~
ro
:J
a
"0
c
C1l
OJ
()
C
OJ
'C >-
OJ e::::
a. 0
x I-
W en
:J:
~
e::::
o
c::n ~
(j;
0>
ro
e
ro
:2
>-
Q)
c:
::J
Cf)
"0
OJ
ro
'u
o
en
en
C1l
.r:::.
.S:?
.r:::.
~
-E
'3
E
"-
LL
4-
o
OJ
E
C1l
z
c.i
E
"-
LL
en
-E
-E
~
en
"-
LL
"-
C1l
OJ
>-
o
>.
0>
C:
::J
en
c
OJ
E
c
.Ql
en
en
<(
t5
OJ
"0
0:::
.6
"E
ro
~
c
.9
ro
"- ro
en 5
OJ '00
OJ en
a:: 'S
~ 0::
U ~
<( .~
u:::
cj
c:
OJ
()
C
OJ
'C
OJ
a.
x
W
en
"-
C1l
OJ
>-
-6
OJ
i=
"0
C
C1l
OJ
E
C1l
z
ro
U
E
en
c
.;:
C1l
C1l
e
.0,
e
W
.!:
-.::
'"
~
0)
c:
.~
0>
c:
0)
c:
w
.!:
~
2
"E
Q)
cn
Q)
0::
I
C"')
o
o
N
..c::
u
ro
:2
::2:
en
a.:
N
Rl
i:S
Ql
-
Ql
D...
ui
0> ro
'6'O..c:
(/).2 .~ D...
u: ~
0> _0>
0> .- .n
rn~E
0> .- 0>
022
c
o
~
()
:J
"0
W
ai
"-
OJ
.r:::.
<5
o
>.
0>
C:
::J
(/)
o
>.
0>
C:
::J
(/)
.....:
N
q>
~
:>
w
0::
It)
W
C>
ct
a.
It)
It)
N
~
0::
o
u.
C
0::
ct
C
Z
ct
I-
en
~
Q) 0
..c::-'"
- Q)
-0 ~
~ ~
ro 0
~--'
e~
Q) ::J
t:5 0
.~5"
c.....:,,::,-
.~ 0
~~
~ c: .
~g~
~8~
>-Ef'-
~e::::
::J-'"
cn cno
~.s~
~ 8-~
e..c::o..
o.~ -
~~'g
~~~
~~~
co ...... c-.Q>
~.22~
~~~ ~
.E-.~ ID ~
co 0 > co
~c.o:2
~~u
~- ~ 8.~
~ g>~ ~
~ ~'-e a.i
3:::2~~
~1il~~
-;; .0'1- CD
:>rtO_~
oc:r:: >->-.~
~ ~ -a..~
3::::J['?Q)
:c: Cf) 8'.9
EEg-TJ
o(/)~-
'::coa~
Ci)~5-g
II') .~ += ro
NOUCI)
3::,",~~
:C::2u..c::
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
I
.
I
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~~ro-C20 ro~g>~
.g~~~~ ~O:52~
~~O<l>Y}U) cUm,
3 ~ LL m ~ ~ ~ 0... "E
o 0 ....c:: .S: ~ ro ~ en 15 co
';;;~g~ E.2 c ~ ~~
-g ~ ~ 8 .~ ~ ~ t3 ro 5
i~jg!1 ti~l
~~g~~~ 0:: [; ~~
_-:9....c::c::l..~'-- .8'"O...Cl 0
~ ~ fE~ ~~ ~ ~ ~ ~
....(/)Q.) co Ci.~ 0 5}
~ ~ {3 -g C Q3 e ~ -g .!:::
~ -- c en ~ .S: c....c:: a; -g
.g~~>-- ot:::::Jctl
~~oE~~ ~ccae
Q.JQ)c:coCV- ~s:~c
"'a2E~~ ~z"':8
~ ~_ ~ ~~ i ~ ~ ~ ~
~ E ~ ";: ~ 5 ;i;-.Q ~ ~ ~
~ ~ a. ~-5 u 3 ~ ~ Ol c::
Q.J e .~ E ~ -g 8 ~ ~ ~ "-B
ba..Q.)Q)~ro Q)~ro 2
(tI C ~ ~ ~ - ~ a.'c E .....
0(1)"- 1i)roroQ)~c~
"e ~.E a :~ .9 2 :5 Q) 8
.~ e; ~ g .g ~ ~ ~ ~ ~ ~
~ a.~-ti<( V)~ cv co ~ gj,
~ ~ 8 g ci Ji a -g ~ ~ .~
;::.g_u~~ro 3: rc ~ e
~ ~ ~ ~s: ~ ~ ~ ~ CJ) 0
=- ~ ~ ~ ~ 23 cv ....c:: .S >.
t:: 'X ~ 3: .s::5 ~ ~- .~ ~
E ~ .S: .8 -g 8- ~ a; 0... u: -g
~ :8 .~ ~ ~ -E 8 a ~ ~ fi.
~ ~ ~ -~ ~ ~ ~ ro ~ '"0
e 'E .S 0 ro ()) ....... ~ ~ g e
~~ ~5}~~ ~ ~ ~ rn~,^
.e:5~~8g-t3 ~o~o::: as
!!oE~1:?'-~C:~t ~~
iE ~ -g ~ ~ .~.~ ::S .~ ~ g 5
~ f~ ~ 1 .; ~ ~ .~ ~ ~ ~
~:?E~a;~:5~~~~~ ~
!? i ~ a w B.~ ~ ~ 2 ~ ~
l;: e :..:: t...: "E E ~ Q.J e '- '(3 '"0
.sa..O~oro<l>OCD~~ ~
c
a)
E
c
.~
Ul
Ul
<t:
t5
a)
'0
0::
.0
a)
<=
f=
'0
C
co
a)
E
co
z
ro
o
ro
o c
"CD
Ql 0
> 0
~o
o
><
Ql
<(:3
<v
Q)
.~
CJ)
c
w
13
Q)
"0
0::
en
Q)
~
cio~~ Qj
~u~~ ~
~~€~ ~~~
"e- ~ ~ w C'I 0 ....c::
a.. co 3::..c.r-(f)
-Uf~ g~ :2:~~-~
.C 0 U co i:j ~ g I
CE82:5 *gg~
~:~ ~ a ~ ~ ~ g
5 ~ 8 .Q 0 LO ::: ..q-
CI.. ........ oNraC>
8~co~ ~~C>
CO-o g>~ ~~Q:;~
-occ~ O~r:no
8 en .~ CI.. ~ E. i:: ~
....!.. Co Q) ex::>C"')c r:n
~:B _:5 ~-g:O 5
.- co Q) .~ C>. N .....,J
~ CI..(f)-o ~~<...>:::::
.~ ~ ~ (])> C> C>::S .-
.- I 0 O>en <...> -g -0
~(]).o:::JO C"') ........Q)
~ :5 (f) .~ g g ti ~ W
"0'1- -0 N~*ED-
....sQ)(f) ~Q;-oE
(l.Q)~4: ~eEoo
- --O(f)O
::::;:0.0 _ .!!!V)o~~
-g .~ ro ~ ~ ~ ~ ~ 0
ra 8....c.:s2 t:: 3:: 0 LO I
~~5rro ~:2:..c.-o~
'E:;<(~ C:ii:j~~o
~ en Q) C W 2 N 0>0
_cu ~ 11> (]) I-- ~ vi.~ <ri
::sou~ WCl..Q)CC>
o -0 C:> -J E 0 .2> C>
en~8~ ~8~~g
~8-o-g 8~~ ~~
~~~~ ~~g~::~
"!!!2.2c ug~~~
en - ~ .c ~ N C> C> t::
~ ~ .- a' 0 (f)- ~ g a:
-C"')..c. _ a:::~0C>""
ao~ ~ a..~~~p
:8:;:::2 ~~~'E~'E
.s~ c~"ti~N e"~"!!
:rl ci .Q _ .<1> <( :;::- U ::;;; ::;;;
~Zg 33 e~ ~ t::'O'O
<::: -g -= -= c.~ .'!'...!!! ~~
- en (f) (f) (]) N -0 "_ "_
~ 5 c-:50c>~(J(J
~ R U _Q a 8 q i:j -0- i:j
~~ ~TS~>-~222
o ' cu._ 0> I-- C> ~ ~ ~
Q::O~rocu-cnCl..CI..CI..
8-gg,-n:::!~EEE
<~ eU5 ~~~888
LO
Ul
E
L.-
l.L
L.-
a)
..c
6
-E
~
'0
a)
ro
'(3
o
Ul
Ul
co
..c
.S:?
..c
~
o
T""
c
o
~
.~
ro
'(3
a)
0..
CI)
--
L.-
co
a)
~
Ul
Q)
a)
L.-
OJ
a)
o
>-.
CJ)
o
o
c
..c
t.)
Q)
f--m m
8~~~
u _~
2 ~B ~
cn~:c~
5 0 ~ 0
00<(0
c"~c~
Q) C Q) C
t.) ::J t.) ::J
a3 E a3 E
'1:5 E '(3 E
~o8~8
Q) 0 Q)
en "'0 en "'0
Q) ro Q) ro
ro2ro2
'g E'g E
en ro en ro
~~~~
E
L.-
c.:>
c
l.L
.~
-E
-E
~
-E
.~
E
L.-
u::
'+-
o
a)
E
CO
z
o
0)
c
-;::
Q)
Q)
c
0)
c
W
c
a)
U
C
a)
'C
a)
0..
><
W
Ul
L.-
CO
a)
>-
-0
c
o
~
U
:J
'0
W
cD
-;::
CO
~
a -c .8 .E
~ ~ ai ~ ~ .~
ro'o .g chO? ui ~
EC iij =>55 fii ""'
Q) .Q co -g -0 Q) 0>_,
:em ~ cuc .0
o .~ - cu .~-o
~~ ~ g~ .8 ~
:58 c75 Q::~ 5 of
1--0 Q) (/)..c. ........ ~
:;fii ~~~~ ~ U5
~:g 1;)~~~ .E 8
~'; ~ ~(/)~ E S
(.) I-r--:cu.g z
-0 ~ ~ .~ rr: C3 Q) m
~23 inO:::(/)~ ~ ~
.~E "E"ffi~-:a ~ ex::>o::'
E MO~(9 .l!J
:.v ~ CD (]) ~ ai u:i.~ (/)
~g ~~o~ ~~ ~
Q)g 5~~n 0:::-0 U5
e>.:::. I-chO::::.v ~8 ~
-5 ~ Uj ~=>~E @€. g>
c_ ~~~~~ -oOLDi::i:
~ 0 -0 -0 ~ ~ ex::> ~ ~ ~ m
CC o.fijw~Q:: o:::(/)"O
cu_g .(J)I-~Q)(/) (]):fij~
Q) ~ ~.~ "* U5 .E: -g .S! 0 CD O?
~Cl..t3~s"E-oCU ~f2~ffi
g .~ jg:E (]) ~ ~ ~ (/) I- Q:: I-
Cl..Q) 8 (]) -g~ _O? -gs(/)s
~:5u:50w:.v0::: ~~:::J5~
;;; a -g 5 -E ~ g ~ Q) 0 (f) t3
cu - cu cu 0 (J) 0 ~ ~ _~ E
~ ~ ~ g ~ .~ 06 -g 0 I- en (f)
-g .~ .fij t5 .E ~ ~ ~ ~ ~ .E ~
a; 8.. E ~ ~ ~ ~ .Q ~ ~ 5 .~
=:l (f) 0 C .co en - (f) 0 ~ ~ -0
a~u:';E~~~ co-oCU
~ O_~Q) :.v ~ Q)~ ~ci S-E
2 ~ ~ E ro ~ ~ .0 .~ ~ S ~
==-- . vi.g !~'O.E ~'O'o';: ~
ijj .g-.~ g{ 0 0 5 .~ :.v 5 g 0 I-
-=:lC(f) g5:;:::;cuci.i;:;:::;+=-go
Q:; 8 ~~ ~ ~ 2 g- E == 2 2 ~ ~
~Q)CUOroro1i5~~~1i51i5ro~
"S,"O ~ ~ 11) 1;) 5 .~ lC) 5r g g 11) ro
lUt:: ~ .g a; ~ ~ (.) Q ~ <( (.) 0 ~ <.9
....!.. co =:l
",E>a
$~~~
-.J
l.L.
E
'"
~
c:
o
:;::;
'"
t:
o
c.
~~
~en
t- ~
- >-
0"5
- --,
~.8
EM
t:oo
",en
c.~
~JJ
'" E
~2
.2g-
u..(/)
a)
C
Ci
'(3
.~
o
--
'0
a)
L.-
a)
(j)
OJ
a)
0::
(j)
L.-
l.L
L.-
CO
a)
>-
c
o
+:;
CO
L.-
.~
OJ
a)
0::
a)
>
U
<t:
....:
t
a)
'0
L.-
0..
'0
a)
Ul
o
0..
o
L.-
0..
a)
-E
E
C
CO
>
a)
Qj
L.-
Ul
C
o
~
u
~
CO
:J
a
'0
c
co
a)
u
c
a)
'C
a) >-
0.. 0::
>< 0
W I-
L.- !Q
a) :I:
..c lII::
6 0::
o
cilS:
N
~
~
v;
<1>
~
:::J
o
'-'
<1>
e
C
o
2
"0
C
'"
<1>
"0
'"
q
..; .~
~~
-g -~
'" :fl
""' Ol
~:g
0-'"
N <1>
00"5
rr: ~
(/)2
-gC"')
o C
0:: 0
<1> ~
~ 0
o -0
-5 E
<1> '-'
Q) -c
"""t:5
o <1>
Olm
c_
o 0
ro
:>
w
0::
l()
w
(!)
<(
0..
l()
l()
N
:2
0::
o
u..
o
0::
<(
o
z
<(
I-
en
c
~ ~
"E <1>
'" '-'
:::J '"
Olo.
_ <1>
o ~
C "0
.Q ~
:Ei
ro .~
U; <1>
Co::
.E ~CU C
(f) .2:'- Q) C ~
~ ~ro:.v :>
=:l Q)Eg<(o
~ gf ~ .~ -I 2 -g
g5-~Ci.~~-E~
........ ~ -:;: g- -I Q)
-g c ~ 11) -0 :5 :~
~(])iV'8~:.vE
,~ i: ~ ~ ~<1> ~ ~
Q) -{J)O:::~~
~ -~ .~ e >- a ~
(J).2:'->'Cl..c ~(.)
Q)curoQ){J)=
..c.cc..c.-+=-co'o
........cucu........co........
cuvic~c95g
CI.. Q) Q) :> 1-- :;:::;
~~~~~5:g
:>UQ)Oro(f)o
Q)CU(f) oC(.)
~~-g~ai~-o
s:o.g:.ve"*~
ui~~-gQ)ovi
cQ)o-o=>~-g5
~~~~ui-0a;.~
a ;;I--a.. ~ ~a-'=
~i i i I ~ ~ !
~ .0 ~ e Ci..c ~ ~
C{J)~ECI..~.Ecuc
2 ~ ';;,8
~~~BgO:::f5c..c.
(J 0 ~ ~ ~ ~ ~ .~ ~
~ ro a _~ 11) -g c (/) Q)
~fij~o~cu8~~
t::(.)EcQ).g~a.."E
8C:--"'"5E~ to
cu~~.o~ ~~~ 8
V)cE-o~~~Ecu
q 0 ~ Q).o u'?oo.c"
....'-'rn"OE _
o ijjQ)o.2Q).c=:l
.5 u...~ Ci.g ~.2u)~
c1c ~SE~]? g>~fga3 5
c:~ ~ ~ r--5~~s-g.~
"~ ~ Q:i 0 ..... 0 ro C Q) U Z =:l 11>
~ a.. ~ (.) e.Q C ~ E ~ vi ~ c..
"i5l B fij ~ a.. ~ ~ c- a .S! Q) Q) :.v
tTI ~ ~ ~ ~ ~ .~ .~ ~ ~ ~ ~ ~
.= ~ ~ .~ w ~ C :g (f) 2- ro ~ E
i:: .2:'-.& ra 0 a. (]) {J).3 0 (J)
~ ~ ct ~ .E .~ E ~ ~ ~ <3 ~ ~
(j;
rn
'"
C
'"
2
t:5
<1> <1>
-e E
c. ~
'" 0
~~
-'"
.<ii
C
o
C.
en
~
g-
ai
8.
en
'"
<> :;:
.. 0
"e- -g
Cl.. 1[;
<::: :::J
~O
E! ~
.9
CIl
..
0:
't:l
<:::
'"
"-
'r;;
Q.
..
0:
-'
l.L.
E
'"
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
I
.
.
.
.
.
.
.
.
.
I
.
I
.
.
I
.
.
I
.
I
.
t
.
.
I
.
.
I
.
.
.
.
ro
"0
.~
u::
>.
~
"0
Q)
2
(ij
- LO
Co
0>0
O::N
1:: ID
0>.0
E E
a.g;
~ 0
0" Z
W 0
IV -
'0 C")
~~
LL>,
~ ~
C.o
0> Q)
ULL
~ L-
i= al
u Ul C
CQ)Ol
ro 'C C
Q) 0... W
E Q) +-'
ro 0 ~
Z ~'e-
re <{ 0...
......
Q)
Ol
<u
c:
<u
~
13
Q)
.~
0..
cj)D
c c
- 0
::J~
"0 ro
Q) c
-5~
m 0
"0 0
c 0
rot)
(5 Q)
-roB
c 0..
"0 Q)
DID
go..
OlE
c g
.!: 0
ro -
~ m
~Q;
- Q)
J!:! c
~ 'g>
C Q)
ro "0
(j) c
"en co
m m
co 0 U)
Oi t) Q)
c Q.) ~
2:6 5
~~~
urow
Q)mLL
'0' m- 0
a.03~
c ro
g>3:m
=OQ)
ro = =
E :=: a..
=3:g-
~ 25 en
Q)=en
~e~
.~ ~ ~
~ t) g
5@-g
ODm
c
Q)
E
C
.Ql
Ul
Ul
<{
1:5
Q)
'0
L-
0...
..ci
Cl
C
Qj
0>
.:
Cl
CC")
Wo
o1l~
C >,
o ~
.- ro
+-' ::>
U ~
~ .0
L- Q)
(;iLL
C 0
0-
UN
og
UN
-I >,
3:~
L-
Q)
Q)
C
Ol
C
w
1:5
Q)
'0
L-
0...
C
o
U
:J
L-
en
C
o
U
......
Q)
Ol
<u
c:
<u
~
13
Q)
'e-
0..
o~
-ro c
c Q)
'6 E
o .~
o ::>
o 0-
0lQ)
.~ ~
CC
~ ~ en
.Cl..U
"OSQ)
; g'[
-o.~ g>
.~ ~ :E!
"Oum
C'~~
~ ci) (fJ-
m~~
- c ~
g>~ c
:;::; a.. 8
~t)-g
.- Q) m
en '0' en
CL> a.. c
<Ii .><:, .~
- ~ Q)
~ 0 'S;
= 3: tI:'
m"O
Q)~2
.88.2
mOQ)
uo..Q..
.~ 0 g>
c.. '+- .~
en ffi .E
Co.o
'6 a.. 0_
c 0 ~
t4= c...8
Q) Ol~
-g .~ -0
g ~~
~~
~ Cl.. ID
:s-g-ro
o ro E
ro
"0
.~
u::
'E
ro
~
u
C
u
Q)
co
'0
o
Ul
Ul
ro
..c
.5:2
..c
~
-E
.~ g>
E 'C
~ ~
'+- Ol
o C
Q) W
E C
ro
Z ~
U 2
o ~ro
E c '0
5.~ 8 ID
~~06E
ml-,Bg
(j) -5,0
c g:.:J en
Cti~_ouQ)
~~ c'O'
'o~ :8 0:
n:Et7~1--
-l-020
o.....::::mo
LLaJELL
()
C
m 'E
'0 ro
ill~
E
go
0>,
- -
go
LO
LCio
LO 0
</7 0
.><:,<.0
~ I"-
8?</7
. .
N
N
Ul
E
LL
L-
Q)
..c
6
-E
~
N
E
L-
LL
.~
-E
-E
~
Q)
()
C
Q)
'C
Q)
a.
x
W
Ul
L-
ro
Q)
>-
-0
o
o
o
o
C")
~
</7
I
ro
"0
.~
u::
'E
.~
2
(ij
-
C
0>
0::
-
C
O>~
Eo
a.N
~ >,
0"::;
W -,
IV 0
:g;:
og
U:N
~~
- ::>
C C
0> ro
U-,
<.D
co C")
0"> co
0">
- ~
u:: --'-~
_ LL 0">
'E - ~
ro'E .
~ .~ 8 Q)
>. 2_ m- ~
.~ & g>.~
Q) Q) 'C (/)
>(5 a..~
'c 0 (/) 2
~ c~ 6.-
m 'c ~ E
c ::> 0 0
oEoO
15EO"O
c
ill 8 >. ~
cQ)EOl
"0 ~ .!:
ro co co "-
"Ooom
:2 .- <x:: c
LL E Q) '6>
_.~ ~ c
012 0 W
.~ _ LL c
W g>.= U)
C .~.~ ~ ~
o 0lQ)Q):J
~ J].~ ro U5
g 'S; g> V5 m
~ 0 ~ ~ ~
ai ~05(8
C
.Q
co
.~
co
'0
Q)
a.
en
~
ro
Q)
~
Ul
CD
Q)
'-
Ol
Q)
o
......
Q)
Ol
<u
c:
<u
~
13
Q)
.""
e
0..
1:5 (f)-a
~ 0 c
Cit)o
~~
. c ro
g>oo..
'S~Q)
-o::Jc..
Q) m
TIo
m
"0 c
c.2
roci)
oC:"S
~'60
..v 0 0)
.!: 0 e
"0 0 '>.
o ::J en
O1:5..ot)
~.~~ ~
Q3 ~~ C
ro gg
m Q) .- .0
2~~~
'00 ~ ~ g>
eo:.o
o c..> 'en '-
0i.8 6 .~
.~ D... en
2~~~
~m~al
~"6,'~ -5
.~fi32i
o . 0...
o..~~o
roo__
::; 0
o e
m 0
Q) =
~ ro
w ro
LL a..
:SOQ)
-~ "0 0..
e
ro
m-
t)
Q)
'0'
0..
Ol
e ~
15 Q)
E e
't5 ~
Q)
Q)
"0
::>
C3 c
.!: _52
mt)
Q) ro
:s w
o~
en
c
m ro
.~ 0::
0..1-
0..0
ii52
Q)
C
0..
'0
.~
o
=0
Q)
L-
Q)
en
Ol
Q)
0::
en
L-
LL
L-
ro
Q)
>-
C
o
~
L-
if)
Ol
Q)
0::
Q)
>
t5 <{
<{ Z
......:
o
o
o
o
g-~
~~
,(3
Q;
tI:'
V5
'00
g;~
Q)O
~g
:::s g-
m N
::> -
-oCw
_Q) 0 0
Q) aJ Q)
o..gg
~EoO:::
8 g 2
.820
"0.8
ro
o
0:::
~.8
</7,B
3: e
o Q)
o E
o Q)
01:;
00..
-;;;gE
mLO-
ro</7Q;
Efi:.!..Q)
~ 0 .~ c7)
e~~ .~
..g g .!: 0
()tOro~
2</72g
tn"2w'::
c>~
g.~ w Q)
Q)=sg
O:::~bO:::
-N m
~~i3~
<x::ero2
mS~.3
~ <:) >.
o gEe
o o'~ ::>
028
1-0_0 Q)
o ~ >,"0
o_."!:::: co
LL3:00
Q)
m
ro
e=
00...
o
e
:.:J
. ..
1:5
Q)
'0
L-
a.
u
Q)
Ul
o
a.
o
L-
a.
Q)
-E
.8
C
ro
>
Q)
Q)
L-
Ul
C
o
~
()
~
ro
:J
o
U
C
ro
Q)
()
C
Q)
'C >-
Q) 0::
a. 0
x I-
W en
:I:
~
0::
o
cn~
L-
Q)
..c
6
ro
-0
~
LL
e
o
(j)
Q)O
s~
u ~
C ::>
- e
>oro
C -,
~.8
EO">
00">
uO">
o1l ill
.s::: .0
:!:::: 0
Et)
enO
......
o
1ti
c:
'E
o
(5
~
.E:?
<u
C/)
13
Q)
'""
e
0..
-.....
......
Q)
Ol
<u
c:
<u
~
13
Q)
"e-
o..
:Som
.~ (/) ~
e"OO::
.52 e
t)rol-
romO
2'~ 2
.S Ci 4-
t)g-o
@~5
o~~
. 13 Co
O"lroo..
e ~ Q)
:SCD-
al g
=.om
o:Jt)
m m Q)
-g 0'0
cuco..
0"l.52 ::>
e-roo
~ .~
Q)"O Ol .
E 0 c ~
.c 8 .~ ~
J!? _..c C
~~~g
2 '0.2 -g
"en 0.. g ~
e Q) e
O---cn:+:::J
Oi "*- ~ .~
.!: E
e 0
e 0
ro
a...8
:0 V>-
'00 ~
e ::>
0"0
0..Q)
t)~~i3
Q.) Q.) '-- en
'2 ~ ~ 2
a.. '6> .52.. 0...
'--eroO
.2Q)2
o
~~ e
'00 ro m 0
c:U)~~
o Q)'- :J Co
a.. 0 a..
~ ~ m Q)
0::: otl:' 0..
13
Q)
.""
e
0..
ro
-0
"8
u:
'E
.~
2
u
s:::
C
Q)
m
Q)
0..
.8
LO
o
o
N
ill ......
.0 Q)
E ~
~ '0,
~L'B
Cl
s:::
Qj
0>
s:::
Cl
C
W
C
;::::
IV
::E
N
q>
~
o
o
o 0
o 0
o 0
o 0
N- 0
~o 0 0
W-o ~ C>
00_0</7 00
COOO ,000
06oo_LLgo_g
'<t" :;;- g 06 6 g 0">-
6</70_wgo_</7
___ ' .t;;. OJe u-) ~ CO
.~ ~:- '6 </7 '7 .52
U)t"5o~~5g
6 2 U (() .~ t5 .b
t5~2<va32~
2~U5c~U58
~~8~~8~
g6Q)~> >,
Q) '- 0::: Q) as 3: ro
0::: ci) "O.~ ~ ~
"O~~ ::JI-o ro
820:::aJ(j)ron...
= -meQ)&ro
o~~.8ocnE
~ g>g>~LL~ ~
Ol- 0> .!..5;.;;::
'w :> 0 > ~ > "'"
Z I I I C I I
>- >.c::J>.>..
c~cQ)o-----
::>m::>E055
oLLOo..=OO
OQ)o.Qgoo
-ot5"Og;Q)"o"o
ro15CoQ)CDroro
3:E3:0E3:3:
o o-moo
m~moo...mm
:>
w
0:::
l/')
w
(!)
<(
c..
l/')
l/')
N
:2:
0:::
o
u.
C
0:::
<(
C
Z
<(
I-
CJ)
. . . . . . .
I LO
. co
.... C")
g.~
C/) g;
-0
~.8
...."0
:::s Q)
U E
:::s ~
-b.g
C/) Q)
s::: a..
.~ ~
C/) 3:
"0=
:ll .~
-E=
~~
o Q)
s::: E
o m
-:::~~
_m=
~ ~ .52'
""Q)-
~ g> ~
~ E E
lIlro=
q:: "0 Ol
Q) >.:C
Ol~"O
IV Q) e
EOlro
cu C3 ~
C1EOl
~ Q) '00
<tI .~ -0
(,) :S ~
"E c.r:::.
:::s 0 ill
:X:(51:;
<tit)
~Q)g>
s:: 5} '6
:s; c ::>
"O--:g
S::~.-
<tI 10 m
C Q)
<tI C L-
.S; C'-l ~
.b....:--
cu 0 2
::C0(j)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
I
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
ro
<:1
.~
u:
'E
.~
:2:
C
u Q)
.E ~
0;0:
>- 'E .9
O:::Q)N
OQ)O
I-l::O
~ .c>~
:J:JjJ5
:::&::: l:: E
0::: Q)
0"'0
~:E~
OJ
+::
f=
-0
C
CO
OJ
E
CO
z
ni
OJ
c:
~
u.i ~
ll-_ ~
ClLL
l:: 0
ro~
>- ro
Cl .....
l::1-
~~
(/)(9
.....
(l)
(l)
<::
'0,
<::
lLJ
"t5
(l)
"e'
Q
VI
-
U
Q)
'0
...
ll-
'0
Q)
U
Q)
Qj
(/)
5 .~-
e >-
Om
+::: c
a:l co
"aU)
CiO
--'
0)
Eu
::0 ::0
~~
.~o
~-E
~ 0)
E E
~ "'-
.g.Q
0) 0)
0- iV
-0
~o
e V>
"0, t:5
e co
0) "'-
~ E .
u .- c:
'~~E
o....~~
~o
c.ci~O
.~ -s ~
':::-0
.!!! ~"O
o ::0 e
"' (j) ro
~ -o.~
'- C rJ)
~ co_ ~
cn~~
:E ~-55
Cb+-'~
~ffi<..:>
~Em
:;B-~
~~.~
.2 -a g;..
(/)uro
~~~
Q3:-55
o...~ ~
CLla;O
32'-"'0
~ ~ @
:S~~
iS8~
c
OJ
E
c
OJ
'(jj
(/)
<(
13
OJ
'0
...
0..
.6
cv
Q)
.~
OJ
c::
W
t5
Q)
'0'
0::
roco
e e
o '"
~ w_
0) V>
g-'~
-om
e e
co<(
'" .c
e V>
"*5
.~ ""0
",e
e co
0) >-
-~ Q3
'g-ro
~(/)
E .'l!
~ V>
o >-
a5~
0- co
, (/)
*s
e -
-rn-~
a3~
t3~
0)<(
'0-
~ e
0- ~
.m
<Os
.~ ro
.::: c .
V) .g') en
Ci (/) -~
......... co
~ ~ c:
'i5E<(
.2~-55
CI)~~
<::v>U
.e <( m
e.~ ~
~.~ -g
Ocorn
:eag
f:U en+::;
.:: :5 .~
CLI .2 E
'"Qu+=-
~.~_o
.~ .~ g>
- "'0--
.!!! ::0 E
OUii=
-0
OJ
ro
'u
o
(/)
(/)
co
..c
g
..c
:s:
-E
.~
E
LL
'+-
o
OJ
E
co
z
c3
0) -0
V> co
co 0
.go::
ro~
-0 co
~U5
<.9 0) .
~-o>-
u -- "'0
-5~~
c: -c
8.1!2.9.
o~
.....: -cO
(])~'O:""""
0) co .
"6, ~ -g
e 0 co
0) (/) '"
~ e
.~5 ~
rt~~
. ~.E
~w:E
U 0) co
... U ~
~~i
OE-o
'E.gE
..f!!CV(f)
"50-2
"'-01-
<::0):::>
oO)(/)
<..> b5- LL_
~-oc
u;~E
:.;: 0:: Cl.
i5~~
co >
:SU5~
:'::Q)o...
~:2~
g,~(/)
~~C9
.;:o~
",-co
~.Q~
~ ~ ~
~ -0_ ~
C1)CC
~O)O)
~~E
:5 ~ ~
U)fij~
oEm
u
c:
OJ
c:
.~
Q)
c::
'0,
c:
W
c::
~
:2:
(/)
<.9
U
::0
-0
g-ro
U5
t5
...; e
0) ::0
O)LL
e
"6> ~
ffi~
~ co
u 0
.~o::
n:-g
co
~ g}
- -c c
~.g:B
.~ ::J ::J
oasES
......co....
~ -e ~
:;::Jcu
"'<(2
as(/)
U:r:~
",LL:r:
.~ "Q" "0
~.g @
~ ~ g-
<::1-2
.2025
~E2u
8.~~
~~.~
.:: 0_ ~
~~
~ E ~
~ ~~
(!)~<.9
'" co e
:5:! E.Q
~O)ro
.f..) ~~
!:: ..0 en
-cov>
a~c3
.
N
(/)
E
...
u:::
...
OJ
..c
o
-E
~
N
o
o
N
-l-O
LLg
.--N
E -
ro ro
~~
;:;. 0_
'en OJ
... c:
~ 'c
'c ro
:::JZ
roz=..
Z5 'en
~ Q)
C .~
2=>
C:(j)
ro ro
"O~
.~ -S
u:_~
OJ OJ
.~ c
ID .~
Q) Q)
.~ ~
g>'o,
wt1J
:~ >
0(3
.~ .~
o 0
(f)(/)
:2:rn
<n
c
o
~
.t::!
Cii
'u
OJ
Q.
C/)
-...
...
CO
OJ
t
(/)
Q)
OJ
...
OJ
OJ
o
E
...
LL
.~
-E
-E
~
OJ
C,)
C
OJ
.;::
OJ
Q.
X
LlJ
(/)
...
CO
OJ
>-
-0
c
o
~
C,)
:J
-0
LlJ
oj
'g~g~ m~c ~~ ~w c.~
~~E~ ~~~ ~~ ~I ~~
~~~~ ~~~ ~~ U"G ~~
_ 0)0) CO ~ . E E ~ ~ ()) 'u 0
~E~ ~.()).~~ w-- ~~ ~i
~.~~~ i'~~ ~~ 8~ ~~
~~.~~ ~~.~ ~~ ~ c~
~5-.~U ~~-g TI~ ~c ~g-
~*~~co ~~w roo co ~~
'+- a. >- ::J rn ~ ~ "g> ~ 8 ~
rn-u2u ~~~ ~~ w~ u~
~~~~ ~ u u nu ~u
~a.()) _~u'~ ~~rn())u ~c
rn mm ~~~ ())>-~'~E -co
:-g>.g rou~>"'T> ""OO)::J'-CO -0').
~'COrnro U5.~' 'ie~~~ g~~
'~~Qo~ ~~-~a:l_Eco ba.g'~()) ~())O)~
CO 0 ~ '0 g '- E ~ 0 .......
~a.-g't:: :::~u t5:;:Ja..~!- c..:>Ew
u~E~ UUt) ~~""Ococ~'u ..2~
~~~c ~~~ g~ ~~ ~~~
~v> 0 -co UO)~~N e"'-
t5-g~~ 8u~ _g~~~ .~())~
-5 ~ ~ E . u '+- Q-j ro -~ '0 L- ~ li jg
C'-())~ wEE .~~g~~ --ow
8~O~ _~~~ 0)---"- .~~g
._~~~ ~~e ~~~~~ e~~
m~~'- Woo. UO)~coO)E_~~ ~ g
c..c: CtI >. -'t: c s..~-5
'g>~~~ ~~g '~ro~~~ ~mrn
wU..c:W -~ ~~~~~~2 ~O())
ern ~ -ill -'-~2 ='-
Umco ~~E~5~~.n .iO)E~O)
())~b~ ~~())c~c'~<~c~-,-
-~~~.~ ~..c:~.g~g~~u~~~~
~~ro~ ~~m~~u2.e~~~_~
_~e-o (!)~EO)_O)O)~o~~o-
emo ~Bro~~~t~~~m~
~~~.r ~~~~8~~~~~~~~
roo U....~~~~_~w~2~_~>~
....o'-urou '"- ~cn'"- '"-
o rn m .~ ~.g 0 .... _ m :s 1? g
~~Su ~cm'"-'-o~~cE -'-
G~~~ ~~'ccu~mbm~~c~
- u '- ~ mE ~ ~ 5~ WE ~ ~ [ Q)> ~ :€ 8
~~~: ~ Uc~ - Qm-~U
be~S ~g5n~~~~~~~~~
~~gE ~~~0)~~o~~[o~i~2~
~offi~ ~mcnc~ o~c~~oro
.S Z a... e .S rn _ ro ~ . LL ::::.. ro c ~ 0 c
~g ,~~~,~~~~'~~!~2~~g
~rn~5E~~~~~~~~~~N~~
u~~~curo~E~c~~_oo~o
~_cn~O~~o'-urom~u~o~u
~~~ro.~~~S~~cu~~~~~s
~8~~~~~E~~~KG.~:~~~
N
q>
~
:>
w
0::
10
W
~
<l:
ll..
10
10
N
:2:
0::
o
u.
o
0::
<l:
o
z
<l:
?-
m
OJ
c
is..
'u
.~
o
::a
OJ
...
OJ
.~
OJ
OJ
0:::
~~5~ ~~I~
u c_~f2t:::~ ro m.Q~g
i .~ ~ '8 i ~ i ~ ~ f ~
~ .~ ~ ~ .~ f2 ~ e! ~ ~ ~
;w~ ~c.Ea...~ ~ ~~
.S c ~ I-~ ~ U ~ ~ ~ g ~
2 ~ rn -0 ~ .*, ~ -: .0. 0.. .~
.!2 ~ e:::: ~ '- - .~ E ill 0..
~g't;c ro ~>~8~ g-
~:.eo=-~~~~~ ~~ ~~
'- ........... ro~ ~ ~~...f;'ro
o '"- ~ ~ c::: r.n E r.n m.u ~
~.Q ro ~ ro c ro ~ .!:: ~ rn
~a:~ro~~~uillc~
~~a:::~~~~r.n-morn
.S '(15 c .~ E 0 m ~ .~ ~ ~
.~ ! ~ ~ [.~ i ! ~ I.r
1 ~ ~co8. U .~ ~ G 2 ~ : ~
'-' .~ ~ ~ g ~ =6 ~ ~
__ l-c..ro~:nc...VJ;:_
~ ~ .:= ~ c g',cg ~ ~ ~u= "'-E
m~o~.,gro'-"c~
.s ~ 03 ro ~ >- ro ro VJ c- g
~c~~B~05 mro
c 00 ~~ ~~~ Eo..
'01 ~ c ro U 0 :g .S ~ en
~~E~gE~85e(3
.:;: 0 ~ m rn r::::n 0 u ~ ~ c
u ~ ~ .~ ~ .~ 'E ~ ,~ ~ ~
.s : g; ~ > m ro -- 2:: c tl=
W m m r.n .S ~ ~ ro ro U
U g g .s -5 ~ g' a -g w .~ €
~ .~ ~ ~ .S ~ ~ .~ ~ ~ ~ ~
ffi ~ ~ .~ j ~ ~ ~ l ~ ~ ~
~*0'-5 ~ ~-g-5~ g';g-;
W ~ ~ ~ ~ i :~ : jg ~ 8 ~
~ ~ ~ ~ :r: ~ ~ ~ $ ~ ~ .~
>- ~ ~ ~ 5' 5 ~ :~ .g :e g :r:
L... ~g'~J5~VJ<(~cj;gmc
~ <{~.g r.n.~i3 mE 8 5 2~
0....... :Emrojg~..Eccr.n'.+::o_O)~
~ c E m m ~ .c ~ ro u 0
rn => ~ .E ~ .~ ~ ~ ~ ~ .~ ~ ~
"" (/) (/) ,,= >- :::> :;:: Ci '6 :r: Ci ~ E
13
OJ
'0
...
Q.
-0
OJ
(/)
o
Q.
o
...
Q.
Q)
-E
.8
c
CO
>
OJ
Qi
...
(/)
C
o
~
C,)
~
en
...
u:::
CO
:J
a
-0
c
co
OJ
C,)
c
OJ
.;::
OJ
Q.
X
LlJ
...
co
OJ
>-
<.D
o
o
N
N-
o
co
'<:t"
<.D
~
W
0...
ro
<:1
.~
u:
c
o
~
...
~
OJ
OJ
0:::
OJ
>
U
<(
.....:
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
I
.
.
I
.
.
.
.
I
.
.
.
.
.
.
.
.
.
.
,,=
~
:::;;=
e
Q}
Q}
~
Q}
.0
e
o
'"
'"
Jg
Q}
,s
'"
'"
0)
e
'2':
Q}
'"
vi
Q}
.13
e
Q}
0)
'"
ro
C
Q}
E
e
Q;
>
o
e>
Q}
c
06
'"
CL
.13
.c
::0
E
~ g3
.Q~
_ CL
"''0
-<= Q}
:~ ~
'0 Q;
$C
'" ,-
.~ ro
~~
o u
u e
0-_
"'0)
ro .2
'" Q}
'" Q}
-<= e
Q) "m
-<= e
(/) W
Q)
:;:::;
f=
"0
C
C\l
Q)
E
C\l
z
oj
c:
o
nJ~
~ E
'-.2
~ c:
ra .S?
.~ :g
::2:0...
ID g>~ a -g c e
~ ~~ ~: ~ ~
g gO) ~ ~ 25 (l) ~
~ i~ 8 ~ ~ ~ ~
~ g~ ~ ~ ~ .~ ~
ro ~E ~ ~ 0 ~ ~ ID
~ ma'~ __ U rn ~ -0
~ ~~ ~ > ~ ~ ~ c
"en u:i O'l <o.t--- Cl.. Q.) C ro tf) ~
- +-' .~ 0 <( ~ 0 ~ (u ro
~@ ~ro ~ a U Q) rn ro
~~ ~~g~ g ~ ~ j ~
ro~ ~o~c ro ~ ~ Q) ~
~.~ E~~Q) @ ~ ~ ~ >
~ro ~~:~~tf)c tf) B 5 ~
~~ ~ro~~g-~ u ~ B Q)
_Q~ O~ro~Eu ~ ~ u ~
uu ~~o_~@ 8 ~ ~ ~ c
~~ ~~~~8e ~ ~~~ ~~;
~~ ~~~~Ii ~ !ii ~~i
~u~~~~~a~ g3_ ~2g IDeE
ro ~ en = .~ c @ -~ 0 OJ rc >..~ t5 ~ g 8
oQ)~ro~Q)Cl..Bu Eu ~~~ ~mcn
nroucEmtf)Q) ~~ teu~>'~~
g>cri2~(])~-oa.;S Q) roc.. oc]) "'0
Q)E~'Q)Q) tf) ~a.g>~;SE::02
~ g> ~ (1) E ~ -E U) .~ r.n t5 c: rc ">..g? >. E g
.~~~:~om_~.__ 8~ >'"OCc..D ._
U UE~~-~-"e ~~~eu8~
oE>~~tf)~~E ~CL Ctf)ECL$mC
8.~~mu~'j~~ '~E ~~8~~~~CL
-0:0':::-0 ~ <..>~ Q.)_ O-<l> '-" -
~~o~tf)~oc~ -oE ~~~~~~~
cncri5-o~-o~g>@ ~~ ~~-g@ro~~
.5~'~~.m~~~E ~K ~mroE~-oro
~~'~~~~€~i .QE -o~&~~.~B
~~g~Q).Q~ffi~ ~.- !~~~mm~
ID~oo~g~~E~ ~~ '~ED~E-~~
:5~ID~coID~tE ~'a ~~~OQ}~EID
o.~:5-~~~~~~ ~~ .00ID~~~~i
;~~~~~co~~~~~~~~~~-~~~
nQ}Eeo~e~IDo~D~eCO~~Q}e~~Q}~
.~ID~~ IDE~S~~~*CO~IDID~~~CO
e~~ID= -eID~~--E~~~xIDoe
~~~~~~~~~~~.~~~.~~~~~~
&E~~~~~~~~~~~~&~~~~~
'"
'0
~M
LL 0
_0
Ci)N
Q} ~
~ Q}
u.o
~ E
.- Q}
n. u
Q}
tio
... 0
tic:;
.~ g
c..N
'02
... E
"'Q}
..!!! >
== 0
>z
~
o
13
~
C:i
'"
"i:O
~
u
:0
'"
Q
o
N
C/)
E
'-
u..
L-
Q)
.J::
(5
.s
~
M
Q:j
u
~
o
c
Q)
E
Q)
>
(5
>
C
C
Q) ~
E c
c 0
.Ql ~
~ E
<( (;
1:5 1:
Q)
'0 .~
'- 15
0.... ::J
.0 0....
"0
Q)
ro
'0
o
C/)
C/)
C\l
.J::
.~
.J::
~
.s
.~
E
'-
u..
......
o
Q)
E
C\l
z
U
<..:i
~
Ol
c:
.~
<lJ
c:
Ol
c:
W
c:
~
~
Q)
U
C
Q)
.;::
Q)
Cl..
X
W
C/)
'-
C\l
Q)
>-
-0
E
L-
u..
.!Q
.s
.s
~
"'<I"
CO
(J)
c
o
~
.t::!
C\l
'0
Q)
Cl..
(/)
--
'-
C\l
Q)
~
C/)
Q)
Q)
L-
OJ
Q)
o
>-
Ol
o
o
c: CU
-5~
~..Q
OlLL
c: ._
.;:: E
~.~
.~ ~
g>~
W'w
.S: Q;
G .~
c:~
<lJm
u c:
a3 .Q
'0 ro
Cf) c:
o Q;
c
o
ill CU
="0
~ '8
a:lU::
c
o
~
U
::J
"0
W
a:i
Q)
c
a.
'0
.!Q
o
=0
Q)
'-
Q)
U;
OJ
Q)
a::
u;
'-
u..
L-
C\l
Q)
>-
c
o
~
L-
]2
OJ
Q)
a::
Q)
>
u
<(
......:
'"
'0
.~
u::
E
'"
~
><
en
-
:5
en
C5
I::
o
:;::;
"'
t:
o
CL
en
1::0
",0
~o
1-"1
--
0-
_ ::0
1::-'
... 0
E~
t:8
"'0
C>.N
... ~
o Q)
~E
.- Q}
~ >
00
U::z
'" w
mE ~oo
.8 .~.-:. -g "E
=IDOumo
E S D-.~ € ~ "*
00 .~ -5 0.. co ~ "[5
Ea3 ~~ ~~~
e > _ U ID ._ 0
~oo~S~a3
-~ E: ~ 0 a3 .cu u
-g--: ~~ro~"* .
~.S:? ~ :6 ~ -2 ~ 8;
:6~~~a..m~~
TI~~~O ~ ~R
-~ E ~ g n:: ~ .~ ~
IDIDcrC'OC'O"'5eLO
~E;~~~,::~g
Oc.9",.g.2.2E-
eIDeQ}LL~o~
g :5 .Q ~ a .~ U -ffi
E.8g~2B-Et;
.E~e~~Kgc?5
.~ 8. ~:: ~ ~ .a TI
~~ ~ ffi:;; ~~_~
~ ~ .~ ~ ~ gj e- 0
~~ ~ ~~2gul
S~ID~m:og~
_~ en g E ~ ~ ~ ~-
gj~Eu~~~~
+=-ID~~(I)IDUD
~~~~.g~~~
~CO~U~ot+=~
ro gj g>5-0TI.8~
~ ~ :g t5 -E jg .~ g
~~g"*.8~2~
~~~~~g-a,*
E~eo8.:EEO:::
~~e";:IDeo .
~.8~:;-58~~
2 ffi ~ ~ gj ~ ~ .e-
o ~ ID "3 .C .~ '0' ~
~ .0 ~ 00 ID ~ ~ Q}
:o~~ ~ ~m~:::
-g E .~ ~ D E ~ ~
NQ}=~CIDO:-!=
.~ g ro":$ ~ E en a;
~8a6g@~:5
0_ ~ .~ 1? ~ g- ~ ~
~ - .~ - ....... ~ C ~
Q}enc:OOOIDO~
2m ID~--g= 0 6
~~~~~.E~~
><
u;
:g
~
~
.2
~
Q)
u
""
o
c::
.2
Cti
E
.2
.s
u
:0
'"
Q
.~
~
.s
t
Q)
'0
'-
Cl..
"0
Q)
C/)
o
Cl..
o
'-
Cl..
Q)
.s
.8
c
C\l
>
Q)
Q)
L-
C/)
C
o
~
u
~
C\l
::J
a
"0
C
C\l
Q) W
U U
c 15
Q) i:i:
Oi::: w
Q) c..
Cl.. x
x W
W ~
>-
0::
<I:
:!:
:!:
cn~
'-
Q)
.J::
(5
cum
O)Q}e
.~ .0 t+=
~0:.8
.~.~I
e Q) ::0
~o...o
n. '"
-E ~ ~
~ ~ ffi
ID .2> e
~I 8
~ -~
~ g> ~
.C
~mc
t5.~ ~
2 ~ ID
~~-5
8~E
~~g
IDt...oui
53 ~6: ~
~e~-e-
~ ~ e ~
co .- co -00
~ ~ .~.~
~~~~
~oo~
ro~E3
1? .= .g E
- ::o~
~~~!
.~ ~.~ E
~(I)2 8
~~~-g
o~mco
~te~
ro 8.~~
Q)ooeo
>-.eo>
~~.~-~
~ e_
Q) WQ}
E;o~E
ene~~
~.g e ~
~-E~~
l::: ID c.. ro
o Eo>
a..~IDe
uiE~~
:::;;=_0",
>-
0::
o
l-
V>
:I:
:x:
0::
o
~
'"
'0
-g
u::
E
'"
~
J-
I:: e
- Q}
- '"
",Q}
I:: ~
0':: a..
... 0
...~
I::'<T
.- 0
"'0
1::"1
we:-
.E: co
- ::0
~ e
"' '"
:!:-,
N
q>
~
:>
w
IY
to
W
Cl
<l:
c..
to
to
N
::E
0::
o
u..
C
0::
<l:
c
z
<l:
I-
en
Q;
u
""
o
c::
.2
Cti
E
.2
.s
.>2
:0
'"
Q
'" ~
~-5.~ ~
ffi~~ .2
>-eD
~~.2.8
L02COID
Z _~ g ~
~~:S~
=ou;;:
~~:g-g
U5~a..co
~o~~
:2n.OE
~~~-@
(I) ~- ID =
;;:;~:5 ID
N co~ ~
00 c: _-=: 00
a:~~.~
~-~$~E
~ .Q ~ ~ 1?
~19~*;
~&8~~
.Q g ~ ~ :e
roE~~;;; E
~a..~co.8
OIDe~~
:s :5 ~ .~ ~
o en co co
:8 <t: n::.~ ~
6:~~E~
I .:5 E en ~
~u:~~~
.:5 -g g ~ :~
U:oE(I)~
.E ~,~ ci.~
.~ =0 ~ ~ .8
~Ia..J2t5
1-~-IDoID
8"5::3:1B
LLooe""'"
ti t;: ~ ..2 €
.g.S~E~
_~.~ Co a 1?
::~g-EQ)
~ b D-g F
.bOID.o~
(I) LL ~ ~ .~
.J.,c~ID~
N .2> ro ~ E
3:~;;::::E
z0.8..88
.
e
e
.
.
.
.
.
.r:
'-'
(j) E
"0 s~ ~
?ij 0 ~'w
gJ LLS 5
~ ~ E ~
I- 0 ~ (j)
c su: cr:
Ul
o
o
"0
(j)
co
E
ti
_ W
.13
Q.)
.'e-
0.
.~
C
.,5
.~
.~
o
.~
.~
Q.)
.'e-
0.
..!!?
.c
eE
.~
>
.~
.g
.~
~
.~
0'
.e
Q.)
.~
()
.2
ro
.~
.~
Q.)
.~
I()
.:.c
I~
.~
,Q.)
e-E
IQ.)
.E
Q.)
.~
.i
,C
.:Q.
.~
E
.~
>.
.~
.~
.00
e
ai
CCU-O
0:J2
.- -... co
]?~E
0.-:';::;
E Q.) UJ
o Cil Q.)
000
-0
UJ
UJ
~~
-OQ.)
-0<( E
ro
~z
Q.) UJ
E -.....
ro Q.)
zg>
_UJ ~ .....
Cii::2:ll
C - E
~():J
O'~z
-2Q.)
~o..c
'e--g~
0.. roo..
cj
co
(j)U
~(j)
:;:;"0
c~
WIl..
co
Qj
.!!!.g>
o e
o CU
{52
U)t)
uCll
i5'e
::lo...
0...
CE
eo
::l,
o OlN
ueo
CllS~
'0....'
CUCllL[)
2 8'85
EO:::-
.~ ....:~
228
_UJ
E>.
.= .-:::
LL:O
'0 '00
Q.) C
..... 0
2~
ro Q.)
zo::
..ci
C
<Il
2:
~O/l ~
~5-:>-
c ~ "0
Di~8~
8~~o
..c Q) ....... V)
~ ~ .~ O/l
Q)(j)Q)..,C
.r: '-' Cl. '-'
=i5c2
0::J0)0
c Cl.'w g;,
.Q 0 Q) "-
~;~~
c Q).~"E
5~::gg
o <Il 00
C
o
~
()
o
~
~
Q.)
E
ro
z
1:5
Q.)
'0
.....
0..
-ro
0-0
0._
.c.....
()O
(/)LL
>. -
.....>.
ro-
_C
C:J
Q.)O
EO
Q.)Q.)
W-O
ro
UJO
:J,
().-
UJE
:o.~
I::2:
ro ;:--
~
co
N
co
N
l{)
o
o
N
l{)
o
o
N
....
Cll
.!!!.g>
o e
o CU
{52
U)t)
u Cll
i5'e
::lCL
0... _
CE
e 0
::l,
o OlN
Ueo
CllS~
'0....'
CUCllL[)
o Ol O'l
.2. 0 O'l
EO:::-
.~ ....:~
228
"0
o
~O/l c <3
ro c .-
'Eo~55
mg25~
o .~ (; VJ
o~'>-
-5~0/l~
<Il (j) C 0
Q)U>roO
E .~ en cd
'+-::0 a.~
o ::J E E
aQ.::Ja;
t5 .9 Il.. Cl.
(j) <Il ai C
cCi;.-::O)
5 ~ ::g .~
o <Il 0"0
Oro
0-0
.c .-
() .....
(/).2
>.LL
..... .
ro.c
- ()
C ro
Q.) Q.)
E(I)
Q.) .-
-E
LU ro
-0 .-
c::2:
~.c
Q.)-
C .....
._ 0
>z
-
~
o
o
l{)
o
o
l{)
'<:I"
o
o
N
UJ
e
Q.)
E
Q.)
>
o
.....
0.
E
]
'0.. >.
ro ro
o ~I'-
cN
'E- 00
rocO'";""
.- Q.) >.<0
::2: E ..... ..-
......_ro'<:l"
o ro::2:-
>.o..l{)
-Q.)UJO
GO::2:~
"0
C
ro
0)
>.O)C
.-g -~ :E
:J -g .~
Eu --:.
E.~ g>
823"5
<Il '-' ro
::J(j)Cl.
0"0 .
~ .... <Il
(j) Cl. (j)
E-:e
~~~
"0 E .
~~&ci>
rocroc
a. cu c .-
Q) ..c .- c
'- c ~.Q'
1l..(j)"O<Il
e
Q.)
E
0.
o
(j)
>
Q.)
-0
Q.)
.- 0::
E>.
ro:=:
.- C
::2: :J
...... E
~E
:==0
00
-
("')
~
o
o
o
("')
o
o
o
("')
N
o
o
N
~
LL
>.
ero
:J0l
OQ.)..-
0>0
Q.)0'<:l"
-0-09
ro.....N
O~I'-
..!. -0 ("')
ELU-
ro l{)
._ "":0
::2:::2:~
(j)
"O<Il
85
.J.. "00
g;, ~ :~
~~:g
.~ "5 ~
"OO(j)
,>-.r:~
o CJ) +::;
{l5a5
~ E g>
-g<llU
:Jc~
.r:(j)'-'
"0 E.~
gq; >-
.Q' e c
<Il Cl. ::J
t!i.s<3
::2:
0::
LU
o
>.
e
:J
o
o
Q.)
-0
ro
o
..!.
E
.~
::2:
-
:!.
o
o
l{)
o
o
l{)
..-
o
o
N
~~
UJ ro
-tf-
ro Q.)
0..'6>
>.Ol
- ro
3::2:
o 'N
OUJ("')
Q.)::2:en
-ocr-;-
roOl{)
O+=,l{)
, ro I'-
'E ~-
ro()l{)
._ Q.) 0
::2:0::~
"5
~o
:.:J-5,
"O::J
C 0
ro..c
<Il-
C <Il
.Q -c
~~
C <Il
C ::J
00 eo
(j) C
~ E ::Jo
~
(j)~0
CJJo~
"O'>-ro
(j)<IlO
C C ,
.Ql.Q 'E
~ ~.~
OCJJ:2;
UJ
~
....
ro
0..
>.
e
:J
o
o
Q.)
-0
ro
o
..!.
E
.~
::2:
~
o
o
o
o
o
o
N
o
o
N
<Il
-"
o
S
.~
:0
::J
Il..-co
C~N
c~~
5UJ~
OUlro
(j) .!:: "0
..,...., LL "C
~ .0
8sU:::
.~ z.g
ro~ro
~;:~
0)
(j) <Il C
cn2 .~
~ 'w 2:
.~ g ~
'"0 ~ (J)W
"0 Qj .~ 0
.~ ~ ~ -g
roV)Oro
u C'~-
..Q (j) - rl
'>- E "0 .-
oQ)2E
C > ~ '-'
0) 0 Cl. (j)
"00 C. E 0
(j) E 0 (j)
0._ '-' 0)
>.
e
:J
o
Q.)O
0lQ.)
~-o
.- ro
roo
..... ,
0'-
>.E
-ro
C .-
:J::2:
o
OUJ
Q.)e
-oQ.)
ro E
OQ.)
, >
.- 0
E ....
roo.
.- E ~
::2:_LL
-
<0
~
l{)
I'-
<0
o
o
o
o
o
o
o
N
cja>
cQ.)
-. (/)~ <0
0. co
:J .c ..-
0-("')
..... co ("')
(') N ro
Q.) ~:2
~s 0
~u:iU:
C .
Q.)o'-
-00 E
-0 I'- ro
I~~
0)
C C
0.0.
'5 E
.0 ::J
'c C.
Ul"O
:0 fij
-g E
ro (j)
CUl
o >.
Ow (J)
<Il C
'E g
<Il '-'
C (j)
ro=
~ 8
Q; Q; 5
ro~2
S <Il <Il
~
.....
ro ro
0..-0
cu .;::
.- 0
()-
.....LL
Q.) .
E.c
E c
o :J
08
Q.) Q.)
~-o
ro ro
~o
C ,
Q.)'-
-oE
-0 .~
I::2:
-
I'-
~
o
o
<0
o
o
en
co
en
en
CD
U
'C
Ul
(5
C
o
~
t
o
Cl.
<Il
C
~ (j)
I- ::J
'>- C
O(j)N
c~~
(j).r:C")
E~C")
t~ro
ro~"O
Cl. .-
(j):> 0
O>:u:::
ro Z ....:
:g8~
00,-
U:::~:2;
C
o
n
>.(j)
ro Cl.
~ ~ ro
"O-~
co cn2
o C C
cr: 'C (j)
(j) (j) >
=(j)<{
~ .6,"0
(j) C >.
5~5
vi 0 (j)
Q):';::;..c
C '-'-
ro::J.r:
-~CJ)
- <Il ::J
.r: C 0
$8:5
C
o
TI
:J
.....
U5ro
C-o
0';::
~.2
o::LL
-0>'
.....-
ro C
> :J
Q.) 0
~O
o Q.)
(1)-0
Q.) ro
cO
>...!.
ro E
~.~
0)::2:
-
~
o
o
l{)
N
o
o
o
<0
'<:I"
N
o
o
N
c.
(j)
o
ID"O
~ 2l
CJJcr:
0/l(j)C")
'- ID CW1
2 ~ M
ro'C")
S~.g]
~ .c. "C
ro"S.Q
2<55~
ElOE
rot-ro
~~~
(j)
E
~
.E ~
~E
.~ (j)
2: (j)
(j).r:
CJJ'::
......o~
ID 25 0
E:;:;~
g;,g ~
~ ~ Q3
:2;~~
C 3l
E .Q >.
ro-ro......
~~ 5
0"" 0
O:EO
E~
ro';::
..... 0
Ol-
oLL
0::>.
-e
C :J
Q.) 0
Eo
Q.) Q.)
>-0
2 ro
0.0
E..!.
-E
:::::ro
LU .-
:::::::2:
-
~
N
q>
("')
N
:>
W
cr:
en
W
C>
<{
a.
It)
It)
N
::E
0::
o
u.
Cl
0::
<{
Cl
Z
~
I/)
("')
N
'<:I"
o
o
N
....
o
t)
Cll
....
is
Ul
~
cu (;
~S
o u
u::=
.0
- ::l
~o...
(l) .
Ul
.BE
-cu
Cll="<t
E=C")
roSN
a... .~
_WO'l
OeL[)
CllON
g>o::: ~
=LO
>28
(j)"O"O
.a~ffi
::J'>-
~g~
(j)"O 0
"S: c;;:::
(j) 0
~ '-'
- '-'
~ vi:E
roCro
a.~~
(j)
~CQ)
<Il 0 N
o "~ ~ .B
o ro C (j)
-5~roc
<Il (j) 0
~o ~~
"5 ,g .~ 13
& ~ ~"[5
Q.)
Ol
ro
:>
>.
-0
2 ro
(/)-0
.5:? .~
...... -
roLL
~>.
ro
~(I)
o 0
Ot::::
.c Q.)
() E
(/)-
.... ro
:Jo..
0......
.!!:o
o
..-
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
(/)
..~
U
.a3
OJ
.~
.~
.~
.8
.~
U
..~
-0
.al
E
.....
.g
.~
OJ
..~
..Cl
.~
,c
.~
:::l
.~
.~
E
.~
.~
.~
,
.~
1'9.,
.0
(/)
.E
t+=
.E
.~
~
.~
.05
.
v;
'0
e
ro
Cf)
::J
o
.e
l-
e
OJ
:c
E .Uj
~ ~ e
0U::: 8-
LL.e Cf)
-"'uOJ
oE a:::
Ss~
en
o
o
'0
OJ
ro
E
~
w
ai
o(j
~ Q)
~ E
~ CU
o Z
(/)
Q) -....
:D(/)Q)
(/)(/)~
C ~ C
O-Ocu....
g--o ~ ~
Q)<C......E
O::::-ou:::l
-c.~Z
>.cuo
gQ)n:~
Q)E-oo
OJcuc..c
<CZcuo...
t.i
o
o
1.O
N
OJt5
~OJ
+=>"0
e~
wo...
o
o
1.O
C0
Q)
......0)
c_ N
Q) 0.. 0
~ E 0
Q) 0 N
0...0
-0
<0
t5
'C
en
is
c
o
~
t
o
0.
Cf)
C
~Q} t5
I-::J OJ
_ C '0
o ~ a:
c <l: .
OJ .e 01
E;:~ffi
t~("f)..c
~"":f2o
OJsoe
o . I'- 0
rozvCf)
:"Q 0 L() ~
000 ~
LL ~ ~~
.(/)
E>.
.== ~
LL}l
0"00
Q) C
.... 0
.3g-
CU Q)
zo::::
.6
c
'O.Ql
c Cf)
ro OJ
'0
01_
C ro
~ c
~~
c >-
.- ro
01:;:
C'O
OJ 0
>-ro
ro ~
:;:'0
'0 OJ
ro-
o ro
~ >
- OJ
"SID
'+- OJ
OJ C
C ro
~l
X :s
U5..E
c
o
~
U
o
-I
o(j
Q)
E
CU
z
u
Q)
"e
0...
cci
-0
C
CU
C
o
U
:::l
....
u:;
C
o
U
Q)
0::::
CU
-0
.;::
.2
LL
:>.
C
:::l
0) 0
Q) 0
....
<15 ~
:S CU
;-;;;......9
-., U .-
N:::l E
s].~
Z'>~
o
o
"'"
o
o
"'"
co
Cj)
Cj)
Qi
01
ro
C
ro
~
Cf)
-'"
o
s
.~
:c
::J
0...-00
C~N
C ~ ~
~U5~
Oenro
~~~
co ..2
OSLL
'E z.g
co~co
~::~
C
o
13 c
2 .~
- Cf)
Cf) OJ
5'0
~~
OJ~
C co
~ :;:
l!)'O
. co
~ e
E'S
NLL
c
o
U
:::l
....
......cu
(/)-0
c._
0....
u.2
Q)LL
0::::-
>.
Q)......
:::lC
c:::l
Q)O
>0
<CQ)
-0-0
cCU
NO
(o..!..
s.ffi
:Z~
1.O
N
N
1.O
N
N
.,-
o
o
N
Cf)
-'"
o
s
(")
(")
U CO
Cf)=OJ'O
<1>..0 ::)'C
:a:Jco
COo...OJLL
~'O~ul
~C5~
OOJOlCO
~~~t9
Oco<l:m
>,Q.L()L..
5~~8
'0 .~ ~
~ :g ~
50... E
~ (f) en
U OJ OJ
OJ U C
'6 .~ 13
U'O:"Q
co '+- ::J
mOO)
""Oe""O
.~ .~ ~ -E
:!::OJ-OJ
jgoaiE
~ .0 ~ ~
.~ ~.2: ~
~~ ~ ~
OcoE'O
c
.Qcu
m:2
.glo
.~u:::
~ -
-o(/)
c~
CU..Cl
OJCU
c<9
.s~
cuo
00
u-
~O
cue
~G
1.O
N
N
o
o
C0
o
o
o
N
<0
t5
'C
en
is
v
(")
C
.Q
ro
t
o
0.
Cf)
e
~ OJ
I- ::J
'+- C
o OJ N
c~~
OJ.e(")
E;=(")
t~co
CO~'O
C. ."C
~S:~
co Z ....:
:gg~
00.-
LL~~
C
01
'Uj
OJ
o
m
C
u:::
>-
~
""0
co
o
a:::
(/)
0..
E
CU
0::::
Q)
OJ
c
CU
..c
U
....
Q)
c
:>.
C
:::l
o
~20
-ocQ)
CUQ)-o
(3Ecu
cQ)O
Q) >..!..
-o2E
- 0.. CU
o E'-
<9_~
o
o
1.O
o
o
1.O
.,-
o
o
N
t
o
e-
-<(
ca5ro
3 E 5
81ij~::i'
OJ o.cO
-oQ}'-T"""
ro02<6
25=~
E+=>E~
co .~ co l!)
~~~8-
Cf)
c
co
'C
en
OJ
""0
OJ
0.
""0
C
co
c
01
'Uj
OJ
'0
m
e
<;::
U
:E
co
.=
a
OJ
U
C
>-Cf)CO
~ ~ ai
-g~~
o OJ co
a:::>~
CU
-0
.;::
o
u:::
CU
....Q):2
0>....
0..,- 0
....-
.!:::OLL
<C - .
-CUe
~.~ c
oE:::l
._.... 0
mQ)O
cf-Q)
........-0
2Q)cu
.E: ~o
.- Q)'.!..
E(/)E
cu(/)cu
.- CU.-
~o...~
o
o
"'"
o
o
"'"
.,-
o
o
N
<0
t5
.C
en
is
c
o
~
t
o
0.
Cf)
C
~ OJ
I- ::J
'+- C
oOJN
c~~
OJ.e(")
E;=(")
t~co
CO~'O
a. .";::
~S:~
co Z ....:
:gg~
00.-
LL~~
.8
c
.Ql >-
~2
'0 co
Cf) Cf)
C""O
o C
t5 ro
OJ >-
~ '1]
OJ co
~ ~
OlU
C OJ
~ e
o 0.
a: .s
c
OJCU
'--0
(/).-
Q)....
0.2
>.LL
cu -
~c
-oC
cu:::l
00
0::::0
Q)Q)
-0-0
.- cu
~O
...... I
U.-
.;:: E
u:; .~
o~
o
o
N
o
o
N
o
o
o
N
<0
t5
'C
en
is
c
o
~
t
o
0.
Cf)
C
~ OJ
I- ::J
'+- c
oOJN
c~~
OJ.e(")
E;:M
t~co
CO~'O
a. .';::
~S:~
co Z ....:
:gg~
00,-
LL~~
U
:E
jg
.8
Cf)
c
o
~ ID
o ::J
Cf) ~
OJ .-
roC
:02
OJ co
E Cf)
.s -g
01 co
C Cf)
:01:5
"S: ~
o c
0: 8
U
~-I
cuLL
....
f-:>.
(/)c
:::l:::l
00
~o
cuQ)
=-0
Q)CU
uo
(/),
~'E
Q).~
:2~
~ -
.~ 6,
.....-
......(/)
.~ Q)
00
o
1.O
o
1.O
.,-
o
o
N
>-
co
:;:<0
.el!)
Ol~
_I~
Cf) OJ
~u:~ ~
OJ 0 .C
C 0
n:: '5 LL.
'+-0-
o (j) lfl
~~ u
~l!)~
5;:: a:::
~.s
o/l CO c
(J)'~ b E
c:!:: ""0 a.
Ci;jgcE
U OJ .-
cg'EQi
8:.;::;E-t
u .~ 0 co
:E~alo/l
~ "0 l...._ ~
~ (]) .~ :J
= E >-.Q"
...oo-c
~~ ~-5
"Oa...~2
~ ui .Q g'
Q) Q) ."!:::: .-
.- ,- ""0 E
aJ-gc-
rr:U)8~
-
o
Q)
OJ
cu
:>
(/)
.~
-0
:::l
<15
OJ
.~-I
ELL
rn ........-
O~
.~ t5
~Q)
cuc
~a:
o
o
C0
o
o
C0
1.O
o
o
N
v
t5
'C
en
is
c
o
~
t
o
0. . CJl
Cf)'00
C2M
~cn~
1--
_ .~ ro
ot?:Q
- OJ ~
aiE~
E E .
t 0 OJ
coOm
0._""0
OJ Cf) ~
OOJOJ
cos-g
~g~
.2v...;
LL(")LL
o/lul
~~
c
o
~
15"'"
o..f-
(/)0
~O
....LL
f-.
roc
....cu
Q)......
C:J
Q)(/)
<9c
Q)o
-00
.- (/)
z.~
u......
.- (/)
.....-
cnro
0<15
N
q
~
~
o
1.O
:>
w
a:::
"0
~
o
1.O
w
(!)
<l:
a.
10
10
N
:iE
0::
o
LL
o
0::
<l:
o
z
<l:
l-
e/)
.,-
o
o
N
OJ
.~ (j)
o~
~(")
2(")
c co
.eOJ'O
U 0 .C
co c 0
OJOLL
~i:.c"
E OJ U
co > co
,- C OJ
~olJJ
'+- 0 ._
00 E
>-0 co
5~~
'0
OJ U
E:Eo/l
o co Cf)
't:b.?-
OJ . c
o.Cf)CO
~ "ii) --
Cf) >- C
-"'-co
Cf) ro ~
co e ~
~ ~ ~
00-
~~~
~ ~ .Q) r.n
o U Cf).!!!
Uo/l~-g
ro c - ......
........ 0 c en
8~ ~5,
U OJ c .-
._ U'J ._ en
:!:: ~ E 0.
~-Ero.9
I- ._ U Cf)
.~
o
(/)
Q)
u
'>
....
Q)
(f)
c
.Q -I
ULL
Q)
= ..c
Ou
Ocu
cuQ)
......(1)
CU
0'-
uE
._ CU
~.-
CU~
....-
f-o
.
.
.
.
.
.-~
L..
.e::
::J
.~
0)
.:E
o
.8:
::J
.;
Q)
.~
..0
.~
CO
.~
,0)
..~
'"0
.m
.}
.8
1>-
.~
'0)
.,g
::J
.~
-
.00
I~
.~
o
.~
......
.~
10
.E-
IL..
.~
1"0
.0
e
..Q
1\1
.E
.Q
..s
. ~ t)
~Q)
.:0'0
-go.
.>-"0
.~ [
.I~ e
00..
I L.. Q)
. 0.. J::
0......
I; 0
eu:;
I co e
0..0
.~~
'- U
. J:: ._
....~
Q)ro
.:36-
.~
.
u
c
ro
c
(j)
E
(j)
0>
ro
c
ro
E
Qi
.r::
(5
(j)
a ~~
~.~ @ 15 5>
::J ~ 0:: U) "(ii
Q)g....>. cnCQ)
.~ .E ~ 13 c .Ql 0
~ Q) L.. '0' ~ :8 ~ 5,
2:s2Q:ro lIla;oUj
x ~ U) () 'w 'e"* <v
(j).8~ ~ >>=;;!j ~o...o... >
lIlUt > !J?Qi roll (j)
CD Q) Q) ro ::> (/) 0.... c -.~ ~
->::='=>E.r::lIl<(U)<(:j::roc
ro E "S ,- .Ql ro 0 0 III ~ .=, ro
E=OQ:Io...U).....Jcf-U)O
enO ....ro...
.~ c 00 cri ~ ;: ~ ~ ~ ~ ~ ~
Qi"'5 S
(j).o
c . .f
'6> 83 ~
~-g g,
.~ g .~ Q;
16~ 0 2
~"~ ~ ro
O. ~ 2 Qj'~ 0::
rouu>> ~
o~ s02ro II
<( ~ (j) ~ ro c .*,
0..:; ll~E<( Qi~
0'0 g rom.9'- ,-we...
~lIl :;:: 5E::J202roro
c 0>-g.19->::U) (j)<( ~(3 ~~ Qi
g .2 0 '2 2i. . g' ci E E ~ ~ ~
'6~.8tiog:c<(oo~~E
"'0 c ~.- Q) 0 ro (/) ........ ........ 0 ::J .~
ro '6> <( ~ (9 _ ~ <( U) U) u:: 0 0...
.sa3~NM~ a.ri crir---:a:im
cj
~
c5
Z
ii:
W
W
~
C)
Z
W
Z
:J
e:::
<c
:!:
III (j)
~ w-S,
.~ ~~~
.~ L.. E u ~ ~
~"* cn"Oro>...c
~~ID~@~(V~
o ~.....- - Q) > (/J
a.g>~..c~'-t5~
(; .~ >~ "3 c '0 Q) ffi
g~roeJB~~u
"- C III 0> (j) ro 0
E "6> 8. U E III ~ :s
~ffi:6E.8~~~
en 3 "0 2 ~ '0' co ~
'E '0 C Q; C D..'~ ~
<lJ_ro.....QJ _\II
~ 0 c.!:: E .lIl W a3
'6>.l!J (j) 5 .g E ~ .0
a3 ~ .E _w .::!. -.= E ~
cnftrnwro~t+=:::
:5~l:;.2a~-g.E
"S ro C . '00 c (/)
~ Q) g g> ~ ~g. ~
8 ~ ~ .~ e ~ .~ 'e-
ro ll'O 2: Q.(j)"9 Q.
en .~ t) ::J YJ ~ ~ en
"- III (j) III E (j)"S.!::
~ ~ g'-g.;: Q. E g,
~ '2: ~ ro (j) ~ ro C
-- Q) Q) O)..c ro C/) 0
cJ U) (/) .~ ~ - <( ~
C III 2:- C "- <( . 0
- -E 2 C Q) . >. 'C
en L.. .- ~ u en +:0 co
ct;:Co.c(/)~>
'C Q) ~ c ~ ~ .:: ~
(j).r:: .0"" III '0'-
IDr-C:';::;c::JQ)O'.l
,~ ..g ~ 8.Q g 5
co;E~c~Q)E
W O"l'C III (j) C :'Q ro
.S ~ en @ u 8 1= ~
~ .;:: :0 ~ tJ) en 8 u
~!Qu-:t5~tJ):3
.~ C C (j) ::J:.c 0
..omQ)~"O+-,V)
>--cE~(j)o>~
D::: LL. (j) (j) (j) -5 "!:: :j::
o .- E 0> E III ~ ro
:n~ill~::J:;;;~tl
:i:~~E~8~~
C
o
~
C
(j) C
E 0
Q) 'Vi
0.. .~ tJ)
0> E E .9! 83
~ ~ ~ ~~ ~
C mC Cc ~~ fu
~ ~~83 0>0 f-LL.l!JU)
0... c(j)'6C ~~ ~O>~O>
g ~ g> .a ,~ 0 ,~ C .;:: a:: ,;:: +-'
+:; a.. C (() Q.) ~ Q3 ,Q 0. Q; C
ro ~ro 0 tJ)C uE+-'Q) Q)
t (j)~ro ~c C (j)::Ja3c E
8.0>~~~(5 ~~ g ~o...E~ &
III .!:: ~ E ..c .....J C 0 1:5 0 ~ ill ~ 0> ro
~~t(j)a;~ <(~ ~ Qiro~cE ~
~~otlf-~ III ~O> ~ ~~f-gQi ~
ro 0... g ~ ~ ro .9! U) ~ - (j) U) & 83 ~ 0> C
C :'::: <( ~ >>0... -g C ~ ~ U) 2:- ro 0'6> .!::"Q
g~'OE~u ~ g~ ~ 2:-ro~(j)C Qi1:5
O>rocro.oC U) O>ro"'" (j) ro."!:(j)o>W (j)::J
Q)~ro~'Viro en ct+-' Q.)~~C({)ro_ c~
~f-lIl~roC E ~0a3 E~~ro2:-E~ ~~
u:'QE~(j)(j)C Qi o>~Q.E 0>(j)U)U)ro~20>co
CQ.(j)o...LLEgc(j)lIlc_c(j) Co ~='= llEWO
roro+-'~~o.tJ)mc+-"-ro~> cW ~~Co~~~
ro~~tJ)tJ)BoQ.).~.~~~c~ro .QQ;g~~roQ;~Q),~g
~"O({)~~Q) Q)coro,~+-'a.. +-'+-"c,~ro({)+-'({)20,c
<( C C ~ ~ > >>0 woo U) a5 . 0> gJ ~ (j) 0 s ~ ~ - ::J - (j)
roOf-f-~~(j)llllllllO>~C=C(j)~ ~ ~U)~(j)
~~~~~ ~en~~~~~'2~~Q).~~o~~~"O~,~
€ro'5roro~.~~~~~~~.~en.~~~~'~~BQ.)~Q.)~
~~<(~~u)Irnf-f-f-f-EU)~U)~w>~>U)(9.....J(9w
~o~oo
~NM~N~NM~~~~romo~N~~NMOOOOO
~~~~~~~~~~~~~~~~~~~~~6~~m~
~~~NNMMMMMMMMMMMM~~~~~~~~~
en
Z
o
~
U
i:i:
:J .'
<c
~.
o
.~ al E ro B 1! i:)'
w~.Eai:5~~
~ - 0 e'"(ii II
(j)~rocCll
E~Q3B8.gro
"0 .~ ~,~ ~:~ TI
(j) (j) 0> 0 ~ - "-
Eeoro +-'E
o Q.::.9.:t:: a3 II
't:Q)..c:gro~2
~E g"c (j) tJ)
-oa..t~~
...::r::::Ol.... oom
o ~ ~ ~ ~ u ,2
3.a"-o:::Jc:::J
~ ~ ~ III lIl'm ~
Q)(j)rocro
15 -g :E .~ ,~ 'co ~
o>ro(j)o.r::Eo
"!:: gJ ~ II a; 0 ~
~ "(ii (j) 1:5 ; : 1!
en ~ -g '~E ~::
"O+-'C'O~_roo
Ccevc.oCtJ)
ro 0 g.~ ~ ~ III
+-'mQ)~Q) ~
ffi ,~ 'ii5 -- .c u ~
E Uc Q. 0 ~ .~ ~
Q)Q.)X'+-'l.UO~
O>Q.(j)uEQ:(j)
~Q)V)~"O E
roog.ocu~
E "- E ro C 0
en> Q) VJ ro.-=
Q) 'Vi ~ tJ) ID Q) 5
.r::roQ.~(j)e'E
~ .c ,: c ro
.. E 1! E "6> <3 -g
~m~2fficro
w::~(j)1:5:J:~
:!: a;"(ii.r:: "~ 2i. 0. C
W .~ ro f- e "0 = 0
C) e.o Q. C 'S: :;::
<C Q. (j) " ."C > (j)
zro.r::EQio...Qio.
<C ~roo> o>E
:!:15152~~~8
f-"'5..':Q1:5~.r::~~
U 0 ro _~ "'" ."!: "'" (j)
~ u ~ e 1:5 ~ 1:5 "~
o "9! s Q. (j) III (j) ~
a::: t: i5 Q) '0' en .0'-0
a. ~,~ E n: ~ n: ~
><
en
u
C
ro
~ 'Vi +-'
LL ~a5
.l!J ~E
II . Q.
'C +-' C 0
.~ ffi~~
'0 E "~ (j)
ct>O
Oro<(ll
'; g- vi" "E
to-t:o
o III 0 C
~~ ~ 8
COllW
-5 ~si5'O
ro f-ll::JC
Q) 'O=o...ro
CJ)cn~+-,+-,-g>.~
"E (j) III II III C ~ "-
"~ :c .!!! ro ~ (j) 0... 5 5
""", rolll(j)llEcOE
W"", (,?-rn(j)tCO
en .r:: .- _ >>.- C ro::J E
<C"'5 ~ ~ E ~o::: g-o.g 0
10 0,- 0 ::J.-..... 0 ro 0
f-U)~oU)~oo"Eo'O
z -- '+- '+- '+- '+- Q.) ro ro ,..!.. Q)
woo 0 0 0 O>:'Q ~ E II
::::; .?;- c c.?:- C ~ 0 0 ,~ ;;::
oGGGGG>U::m~o
III
C
(j)
E
t
ro
Q.
(j)
o
III
->::
Co
0...
'0
C
ro
Qi
~
(j)
U)
~
Qi
ro
S
III
~
~
(j)
0>
C
.~
.2
:E
(j)
:S
:S
.~ ~
~ll
wE
rn III
~i5
'a;"c
III (j)
"C E
e-(j)
Q>en C
~ro (j)
~ ~ E
lIl~ t
~Q; Q) ~
"~ill (j) ~
::J S ~ ro
rn ro "_ ~ :'Q
CU E roc~
,- 'C ro - c 0
o 0 .- ro :::J u:
"!::u::~t8'O
~:sooc(j)
~6.q~~IB
roU)OO.....JU)
'0
(j)
""
'E""':NC"i.f..n
(j)
II
.~
E
""
(j)
.r::
f-
N
9
~
~
:>
W
~
~
~
W
C)
<C
0...
10
10
N
:!:
l"- e:::
0
0 LL
0
N 0
D:::
'='t <C
N 0
Z
Q) .;:: <C
1\1 0.. f-
<( en
0
III
(j)
II
'2:
(j)
U)
u
C
ro
III
C
o
~
tl
02:-
o~
<( ro
o~
t ~
ro (j)
<hen
:S~
..!- C
00
ell III
IB~
III .~
15~
EU
28
lIl<(
Gl'o
roo>
C
~ .(]
.r::~
u e
C Q.
.'0
~.!!!
'C .c
(j) ro
(j)Q.
C ro
'6> II
C III
W Qi
~15
roo..
~ Qi
III
.. ro
en-
!!:!-g
f- ro
~a;
10'-
<cg,
~ .~
Uu
0...
:>
(j)
.2::
"'5
II
(j)
><
W
W
0...
..:
-,
0
III
C
.2
<(
0
'6>
Qi
U)
Q)
:;::;
f=
"0
e
CO
Q)
E
CO
Z
"0
Q)
0..
>-
l-
t) i
J!! r
......
0
C L
Q) ~
E
Q) J
1\1
U)
CO
.~
0)
C
'0
0)
Q)
L-
0 Q)
...... L..
Q) ::J
J:: 1\1
l- e
.,..- 0)
.,..- (f)
c
(j)
E
(j)
0>
ro
C
ro
~
'0
.
.
,
'.""
00
tg
_. O""~
~....
~ ~
,~
t~
"
-=
'" ~
-e
:" ~
'" c.l
.~oo
.OS
== ~
I~~~
"'- ~
':;;' ~
0_ ~
~~
,
.
.
.
.
.
.00
t)l)
==
.:=
~
."~
e
.O!::
.~
c.l
:a
.~
..s
."~
.....
.g
.~
~
.~
.~
c.l
~
.0(5'
lo..
~
~
:::
....
'-l
:::
lo.
't;l
l::t
~
~
....
::
~
::
E
~
~
\::l
lo.
~
~
'-l
~ """; "..
~ ~ ;..
-.lo.
~~~
~~
~K ~
:: ~ "-
::: 0 lo.
~~~
~ ,5
.c. Cl bJ,)
0_ ~ [;;
u~~
"5
l::t
~
~
.....
c.l
~
....
Cl
o
U
o
.....
""'"
e:l
Q.
0",",
c.l
=
0_
....
~
'0
~
==
o
.cl
~
~
-
~
Eo-;
~
~
-
.....
E:::
cr
e
~
z
=
~
....
::
~
~
~
~
=~
~M
=S
~,..!.
o~
"- ~
==,...,
~I/)
"'e
lo..~
<-
'"
'"
~
lo..
"t:l
"t:l
<
~
~
e
~
z
u
==
....
'"
~
~
'(:j ~
~ ==
'" ~
<"'1/)
~<;!;
==] ~
,_ M ~
~~....:l
~ ~ ~~
=00 Os
o~ I/) e:l
~ N.-=-'l
i~~
~
r"l
El
C!J
'='
F=I
6
o
~
...,
=
C!J
""
~
~
,-
~
....
0_
,:;i
lo..
o
~
e
....
<t
~
Q..
o
.....
~
c.l
5
o
'0
'"
'"
~
lo..
"t:l
"t:l
<
~
~
*'
.~
3
CJ
Q,l
Q.
rJ'l
~ -0
..= 1;; ~ =
~ '6iJ 1:i g
~ os:: =
o 0 Cd
~ ~ ~ -=
*5 ~ -< ~
ell .- >. a
= -= ."!:::- e
.- .~ =E 0
~ ~ p ~
~I~I~I~I I I I I I~I
'"
...
e; ~
= =
o '" '" '6iJ
'6iJ ...... =
ell '" ~ ~ ~
~ ~ 'j:; s =
'" = ell '" ~.~ .:=
... t':l .s... = ....
1:l,Q~~g~ t':l
Q..;5 = .S <= e; '" t:
~"~~t':l...s &.
~:c~~st'",
o ell t':l .~ (,1= ~ ~
~~.;,:~~...- ...
ell t':l = 'S Q...... Ji E-o
~I;:I ;11"'1 'rill
,...,
=
o
.-
ti
==
oS
....
lo..
S
.-
lo..
Q..
....
~
'"
'" ...
t: ell
ell ell '"
: ~ -;,:.S ~
ell "'-=~"'
ell =-(,1=_
= ~ ... ~ =
'6iJ '" .- < _ '6iJ
= t;~ell~ =
~ '" '" '6iJ ~ Q..._ ~
-"'t;o...~= ~
t':l .s "- - 0 '" .a .S
(,I t':l ~o e 'j:; 'Q (,I =
'j:; E3 - 'Q ell = ell ._
t:".c~>.-=t':l~~
~.:l~=_...:l
"'I 1 1 I I 1 1 1
cr
c.l
=
o
....
=
o
==
o
'"
lo..
~
Q..
.cl
c.l
~
~
.....
'"
~
-
'"
lo..
o
.....
'" c.l
lo.. ~
~ ~
~ '" ==
.,. :s... II-(
~ t)l) ~ == '"
:= r~ ~ 0 == '" ~
~ -.- ~ ......-
lo.. '" _ t)l) c.l ~ '" ~
~ ti ~ == = 5 "S'JJ :;
'8 ~ .~ ~ .c: o::::..s =
'a :a e := = ~ 0 8
- c.l ~ ... 0 l-c C"l r~l
'0 l-c .Cl .... U Q ~ """
<<WU
-<rl I I~IRINI I
Qj
==
=a
.-
c.l
'"
is
~
..Gl
-
~
=
=
o
'"
""
~
~
~
I I I
a:i
l;:j
~
o
'"
l-c
~
~
'l::l
=
~
~
c.l
'a
~
c.l
~
.....
oJ
,~
...,
eo:
....
.....
'"
'S
'S
~
~
t)l)
==
:a
=
-
c.l
==
.-
'-'
....
.....
.-
-
:.s
.-
'"
==
o
Q..
'"
~
lo..
~
o
-
~
......
o
~
'"
~'""":'
~ ~
lo.. c.l
~=
=0
'(:j t)l)
~ ==
~.i:
~ =
== ~
:: ~
=~
O.cl
"t:l;1::
== ~
~ ~
rIle
E ==
= 0
t)l).....
== 0
.- ==
~~
.S- .cl
c.l c.l
.- ~
1:: ~
~ lo..
Q...E
.....
"'~
=1I1
~~
Eo-;.cl
Z ~
~t:
:><
. -
Eo-; 00
~ E
0=
"".cl
....c.l
~ ~
.~ ~
-;.E
t:c
's .~
~ c.l
=' ~
'" Sl
~l;;:J
o
==
18]
'"
~
~
lo..
=
.....
==
~
:>
.
.....
==
.-
o
"":l
'"
:a
...,
'"
~
td:l,
Iff)
C\:l
Iff)
.
.
<
---
z
<
---
z
'"
'"
~
10<
"0
"0<
<---
"Oz
=
~
~
e
~
z
,-..
....
'""'"
N
,-...
l'f'l
,-...
..,.
,-...
trl
.-.
\f;l
.-.
t-
'""'"
Ge
.
.
..cOCU
Q.. ,>- '13
:s-ooQ)
(f)~~
ID~01
ro E.~
s2'#l
Q)m~
.2: t5 .
e ooQ)~-o
m E 'e' ~ -gj
n: ~o.~~
>0 <C 0l'C C
ii "O.S ~ 00
c.. CC CU
~ cuE'S~
'- .Q2g.:g
~ = Q)'- 0
III :8 "0 '-- '00
S ..J l{l"O .8 .!!!
CIlLLQ)c1!1E
> _LLcu:JE
.- 0- Ol 0
lOEQ)$~o
I: III 1Il C
1! ~ & .~ -g ~
:::;:' OOCU:J
........ C 0
't'l &i ~ O.!:! 0
I:E....u:O"O
1Il....-:>.:Jc
>0 '- 0 ~' 0. CU
't'l1ll....0 ....
.a g. ffi ]!.S ffi
(/)05s'OlE
l:':U 0. ~.S &
'-:>E +-'cu
:5~OOl~C
'w (/) U.S'U CU
III 't'l ~:E't ~
CIlI:O-CCUO
LL III +-' Q) a... .-
OCll,-1!1"O ffi
III III CIl :J.- C
0- :;, _ Ol 0 (f)
> CIl III Q) Ol._ 0
't'l 0:: s: '--.S rn +-'
<('-CIlQ)-g.2~
~CIl't'lE-cuo
010 III g>:+:l
.... ~ 0 Ol._ Q) CU
.!!! CIl...!..S -C
:;,....E1:5>OQ)Q)
ClIIIIllQ)"C.c:lIl
CIlIll._,--:JtQ)
0:: s: :!: i:S U5.2 c.
5-g~o3J
~,~~E ~
EQ)$~jg
oCQ)CU-l-'
-,u:Juo.,,...
LLQ)UC~:J
.c: CUo.O
~::: :?~ Q) -g
I: E .~ ~ E 1Il
i5 0 .92 <C Ol'~
u (f) 5; <Ii .S 'S
CIl<C'--Q)OOO"
't'lS '--'U.S.S
moEc"Oo
9~ &o+-'
.- w CU 0 Ol
E .8 :0 U .S
.~ "C '00 ~'O -g
2 ~ 5:1; Q) 0
I 'S: 0. CU ~ ~
~o wlllt CU W
0'-- Q).c:'--
(/) 0. 0:: 0. U '--
<(~ '-ccE
s: .!:! ~ ~ -: ~
Oc"Cw31:8
CIl:!: 3l 0.;E :J ~
...."-' ;:)"CWo
~'E~>oQ)::~
c..CIl+-'''CEow
::lEo:J -'--
>0 t:: :; U5 oE ~ "C
_ III W c
:i c..2 >0.1= 1Il CU
....CIlCU:t::lIl:Jt
(/)O(ii1!5WQ)O
l:' :u ~ '00 ] :0 ar
.- ~ '-- CU 0 CU '--
:5C1l~~o.'5~
'w (/) _ "C 1Il ==
:g't'lm31liim:f!
LL~"C:JlIlEKJ
CIl,-2&cQ)~
,-III~~ ,2ow
CIl :;, 1Il'- '-- CU 0. 1Il
Cl2>'E2-s-0:J .
Ill""> 0 CIl W"C
I:'-CIlO3:al'c'-W
IIlCll't'lUW'--O"C~
:!:1O III crn"C:+:l20.
_ ~ 9 .!!1 > Q) l3 CU 0
U CIl'-=> 1Il<;::"C C.
.!, u; E 2 CIl g, E g. c
e 1Il0~ ~ 0 Q) I: CIl
o.S::!:2'O c.:s:! cue..
Q)'Q)"o
::i>-o.c
'0 ~ '0.. ro
~wQ)$
'-- c g>:.o
:J >- > ._
'5.. l3 ffi ~
2 1Il 1Il w
lIl00iilc
CUO'--Ol
$ +-' :J .-
C +-' 1Il
o .- 0. W
(f)w2"O
<C Ol W +-'
S CU.c: .-
..Jo$:::E
LL '" w .- w
"",lIlCUa...
..: >0 3: 0.
E..acu~m
.~ -a L... 0 -
:!:w-+-'KJ
, C 0 ~ 0
~$o;::: 00
o 0.:;:::
(/)ClllCU"C
<( .- N C
s: E ~'5 CU
o ~'~Ea...
:!:,--ro:JO::
,,-,EE<Cw
III .... >0
:g1:~CUUw
U CIl~' c .c:
oE~"C&+-'
'-t::wW,---
o.lIllllgJWm
>oc..,--cuE
OCllWUW"C
....om.c: Ol~
.!!! '- E U c CU
:;, CIl CU'-:;::: 0.
Cl ~ .- -s '5 w
CIlCll"C>WQ:
0:: (/).c: - 0.
'-'t'lg~~ .
Oiij I: " :e c 2
CIl c.. III '<t >.- 0::
ClCll'-LO:+:lOW
'-o::~ OlU(f)O
III III C CU
..c:.=>:+:l c<C~ .
U III > .!!! 0 S 5
I::!:CIlX:+:lOa...:+:l
=CIl~wg2w19
IIlUo~./::;"COC
c.. 0 I .- 1Il W LL W
'u LL 'E- 1:5 5 00 E
I: CU U'- E :J
.;::~.~c ~og
a. In:!: <c.8<C.I="C
lIlCOl
E.Q .S
~ 'm-g
g>E,~
D.. E ill
c'o
Ol'- '00
C U <~
~:o~
E:J'O
m 0. Cll
"--c
0. 0 '00
2:'c.E
000
ro~"O
_CUc
:J :J cu
~~ -
'-- w ~
o.....:-:E
c .2:
cCll-
.Q E i6
rn 0. w
:J.Qu
E m~lii
CIl >wc
u; W "C Cll
>0 ~ --c
(/) c ~'Iii
l5 . a.!:! E
.- ..J :;::: 1:5 "C
lOLLrl~c
.= :>;!E 0. cu
E....1:-c
._ I: "' C 0
-~-oCll:;:::
W 0 .- E ~
CIlUWWW
~ CIl .c: Ol 0.
1Il't'l+-'CUO.
..c:1Il"Clii'OE
uO WE cu
In ..!. "'C c 0,
cE.2'--we
....lIlg2Eo.
'- I: ~ ._ cu 1Il w
CIl.l9 1Il3:~.c:
g'~.~wElIl;:::
I:=E:eolllO
1Il01ll=+-,CUlll
:!:o.._..alll -c
.... "iij :!: .~ Ol E .Q
U I: '0 o.S cu 15
.!,.2 >0 5} 1:5 OJ 0.
elO::w&e'--
o.ZU 0:: cu o.E
(lJ
:S
'5
Cll
1Il
cu
.c:
Cl.
(lJ
:5
.8
"00'
2(f)
1!1<C
~s
1Il0
1:52
cu--
0. +-'
E ffi
~E
..Jet
LL 1!1 ~
..: m w
E3:o
.l!l .!!! a m
U2+-'$
m , c w
c...... Cll (f)
.E&i!jj~
't'lElIl,--
1:t::312
III III 1Il CU
+<c..cuS
~CIlmw
>O+-'''C
I '- c CU
....CIl~O
I: ~ I:'..!.
CIlCllOE
E (/) .= CU
g:-gE~
CIl III w w
g:,-wE
,-<(~E,--
CIl III 0
Cl"iij>"C-
Ill....> W"C
I:I:CIl-gQj
IIlCll't'l-<;::
:!: ~ ~ .~ =a5
ti 0 ...!. 1:5 S
'5-'~ ~ .~ 00
'- 1:'- e~
a. W:!: a... >
(lJ (lJ (lJ
!--cr
U <~ "'"
ro .c: 0
O:t:=+-'
N $-g
ro'O+-,
'-- w U
roO_cu
1J '+- .~ ~
';': c g CU
o 1!1 1Il 1Il
- 0.1Il-
U. ro CU
-c E
>-ClllllE
CEEcu
5 &~ E
UCUCOl
c 0 C
Gl cu U._
't'lElIlOl
III 1Il ~
o Cll Cll 0
I ~ L... Lf-
'E 1!1:g >-
IIlWcu..a
.- .c: >0
:!:+-,Ct
I \f- .!B W
....00.0..
~ E ~ ~~
t::~~tw
I: III CUt O.c:
.!!! c.. 0. e- +-'
a. CIl Q) 0 .- .c:
,--o.CIlOl
- 0 0..= _ :J
&i"iijw<Coo
E l5 E'E 3l E
~:;::; 'O.!!1 :J c
III IIl_E w1!1
I: f!!Ocu.c: 0.
lIluEI-....w
:!:CIlo=-gE
CIlO::UCUCUOl
..ll: 't'l >- "C c
IIlI::=ffi~E
..J III cu ~ ..ll: .-
CIl ..ll: :J .- C
~,-~C'"-~t:
III III '- :J W
..c: a. III w..a "C 0.
U - a. E cu.= >-
I:"iijCll_;:::..a~
o_'t'l't'l 0 $'0 Q)
_I: III Q) '--
IIlCllOOlrnm:;
c.. ~ ' '--.c:.- 0
'u ... .- co - C
0= :g ~ f5 Q) 2 ai
Q:S:~.f:~ g,~
en
en
19
(J
o
...
0..
Ol
I:
:;::;
....
'E
~
CIl
a.
en
UJ
o
a.
~
ffiOC~CQ;
-Q)Q)....Q)Q)
a...cE_E'::
m 'a3 ~ 0 ~.!!1
+-' .... o..c: CIl.g
III en 0 E +-' e..'-
't'l cu .c:.-:J t
'-:2: 1Il= 0 >-cu
o Q)'~ 1Il..a c
i:i::-t:Ec"C"CCIl
-& Ol1!1lii ~ Ol
~ C C. rJl .~
CIl ; ~~d~ Q; € c. rn
go"CcuOOoE~
CIlUc.c:roCoU
ClCll~ffiElIltl-g
='t'lU,--QlffiCllCll
001ll Q)E~ '-- Q) en
CIl.c: cu..acu
::J..!. ~ (/'J. - Q)
o~'O~~~~ro
Cl 0- cu 0. Q) :!=
.= :!: -c lii.!!! e.S 9
t::'Q)-.c:"C-o.
o-_Eo.+-, ~o
El:o.'---Qlo'--
'- CIl 0 2 0 .S .c: "C
CIlE-lIlrn-rJl.c:
o.t::~CU:+:l~Q)'5
"iij1llQ)Effi~EO
.... c.."C W+-' rJl 0 en ~
I:CIl .c:0 +-'''Cw
~O~l-o.Q)rJlC~
1:"iij.........mE-Ccuro
0I:'O~5-Q):2:!=
o!::: 02 'O:+:l 0 E 0 9
>lOQ,--curJl~Co.
I:CIl./::;o.~-Cce>e
w,-cQ)uQ)cuc"C
I: (J 0 U Q) E .c: .-
CIlUc'-- cOOE
.!!! 0:: w Q) Q) Q)'- :J
a. ~Ol.c: U ~ 0
't'l==.....cQ) 1Il
'- I: CU.- Ol cu .c: Q)
Gl$IIl:JOc.c:I-.c:~
Cl III III 0" Q) '00 ffi ~ +-' +-'
,-1Il..ll: :JCU cu3:c
Ill:!: '- Q) 0 Cll - ..a 0 .-
..c: 1Il.c: '--CU -ro
U..ll:CI......-;;:;uC"CroCll
~ '+-~coc.c~
I: III CIl 0 C .- :;::: ro 1Il cu
.-o.'t'l Q)>-CUlll
"iijcmQ)E..a~ .8:?
0..09 ~c-c ua5"C=
'-1j'-CUOCUCllrCCll
g c:: E {5.= 0. '-- "i3 ro -c
'i:~.~ EQ)C!.l~1Il0
ll.ua;.f:w:5:5ooo55
.S ~ -g m -g J Q; -g ~ CL ~
rJl~cu3:cuQ)Ecu+-'W:J
.!!1 :J:;::; Q) LO _ 0 > ,...::, 0 "i3
g rJl ~ (f) I .!!l 0 - :2: --.S
Q):J_~~cu>1Il0::5
OleO....(f)c>lIlW:+:l$
CIlQ)....Q) rlZ1!10uu
Ec+-,'-- O--QlQl
~ Q)CUE -t +-,+-''0
o:JE> rJlOrJlCO,--
+-,C >:t::~C>_:JQ)Q:c.
1!1-~Q)E:Jc-oE
:JOQ)"C'--+-'<('-- (ii'--
OlClllCUGlU Q)Q)+-,Ql
Q)01ll0a...2-Eg>cE
'-- :+:l cu...!. OlOO ~ :J C Ql 0
lIl~rnEC _ocCllE .
:J Q) +-' cu 'C 1Il:+:l "C 2 c.....:.. $
.Q 0. C .- 2 Q) cu Q) e 0 U
ro 0 ~:2: cu ~ E .~ ~';;:2: ~
>"CcQ):S:QlQ)cuuc>E
'0 I: 0 E oQl ;;:: E 15 5 W LL> .-
cu .= 0 0 0 - rJl
1Il C > '-- '-- .- rJl 0 ({) "C
moc.E28E-gQl-c"-'C
..a 15 Q) "C KJ:+:l.!!1 cu 0:: Q) 1:5 1!1
E ~~Qj:2: g:2: '--orn E:sm
Q).=........q::: s- ~......t:: rJ) 3:
E ~ Q) =a5 ~ 00 ~ "C ffi ~i:S
>- 0 -g S +-' 5 .... .!!1 E Q) E
Q)U- '--U'---cO-CrJl
~ Q) gooE ,--E fre Ql Q) lii
E E ';;j Q) t.E c CIl 'S: .c: E e..
'S: '-- .... > 0 0" C +-' Q)
> 0 U > o..!!l.- C W ,...::, Ol c
1Il - .Q) Q) 0. cu ~ 0 W cu 0
c~ 0.c::J c Q)'S:'OO C:+:l
o~'--+-'lIlCU w CUCU
:+:l ~ 0. _ "C 0 x .!:! +-' 0 2 Ol
.!!1 '5 -C 0 Q) .... W e.. ffi <C :e
.... O"Q)-"C Q).... O'E--.... E
o Q) .- :;::; .- <C en Ql
g'--~316~E....tQjrn"C
c 1Il 0:: cu '-- 0 Q)'- CIl Q) > C
+-' .c:o. a...Eo.c>cu
"C'j:: . a... . - "C .... Ql.- I:
Qlt:rJl ~c Qloe>roo
1:5 Q) ,!!1 Q) 0 CIl ~ a... Q) c:s:!:;:::
Q) o.:t:: .c: (f) Ql.c Q) .c: W '-- ro
.= '+- 'B .... <C ~ Q) rJl +-' - .Q 0
"Co cu.8scum;:) E OLLOO
"C-c'::"C0{5 3: '-- o~.c: ~
cQ)wCll:2:ooQ)2.1='--...._
ro E +-' +-' "-"- 0 cu O:J 0
"CQ)~cu....o >$00
2 '-- E> ~ ffi LO "C > 'E >0 (f) 5
ro~ ,we>....E.-
.9- g 0 $ 5 I-<C '55.s Ql '-- ~ T!!
u'-ooU'-- ,--"Oo.<(+-'ro
.- 0. ro ro (f) 2 ::l 0..' 0.
1ii C!.l "0 0. ar Q) cu "i3 0:: (f) "0 Q)
0.. :5 ~.s 0 oS S .S w ::i ~ c.
'--
Q)
rn
:s:
E
o
00
g'16 ..!. J; ii:'
III 'N "C E 1Il W
't'l = Ql .!!1 cu 0
.~ :.c rn :2: U LL
i:i::*gcu~;
- -"C:2: 0
.- (; -t: Q) 0:: :+:l
~-cu~w~
.- 1Il 0.. Q) 0 +-'
:!:-cQ)g--e
":'~~o..cO-
I: 13a..."CQ)19
ECIlO+-,cEc
"C~cuQ)Q)
t:: cu "C Ol E
1Il8~~~c
c..:;:::CIlcucue
~ g:2: ar:2:';;
~~o a.cnLTI
I:Cwc'uQ)_
CIlOc '--Oc
E u = .Q:J 0
cu '+- Q) :t= 0 C .-
>oo"CrJlQ)m
o c .c: -g & E .!:!
li,2 1Il c t -
I:E~E-:rn~cu
o = cu 2 '-E C Q)
'-1Il0.1Il Q)0a...
10:: ~ CIl .!!1 E 0::
.~ c.. 0. Q) :2: c .@ W
= III Ql Q) _ e 'C ....
.Q U .c:.c: 0.- 0 .-
.l9't'l':':~EU: E
(/) I: 0 0 .- W Q)
CIlIll_+-,O CUa...
I:I:OQ)Q)'OlIl
=o;:,~.c: cu~
~;:5s-~c=~
o ~ U cu .- Q) Q) 0
.co>-~Q)E3:~
(/) c..~ = .f: t 00 0::
CIl.:o: III cu 0 0 cu cu
Cl'-I::JO c. m
'- 0.1Il III 0"("') Ql Ql C ....c
C1l '- - '-- 0 0
.c:CIlI-Q).-o :+:lQ)
C,,) (J.-E >0'55 >oro E
I: III E-Ci3 >--cg c
._0. III orn ro ~ o.e
"iij a; ~ Q) E ~ 0 16-'S:
c.. '-.... ~.- Z 0 c
'u C1l 0 ro ~ :t:: W
I: Cl.......c: ,--LO Q) E-
._ .... .::: U c. f'-. "C .... C
.... ~.- C D.. f'-. ro OJ '0
Il....U_ro.-Oo..,
Ol
C
'C
Q)
I Ql
III .5,
't'l C
.~ W <Ii
i:i:: .... ,_ E
_ g ,2: 2
o '0' 0 ~
l:' ,-"C1Il
'w a. c Q)
r-- :u 't'l cu 00
~.~ ~ m ~
....1: oC"C
I ::l c.. Q)'-
1Il1 CIl eEQ
't'l.... I: o.crJl
0;: &i Q. CIl e-g
.!2 E 'u .s';; CIl
~1O .~NOJ]g
of!! es;: :+:l
>01- 't'l .... I: C.;
.. :: CIl ~ ~ ~ Q) 0
l5l!!u; CIlMCIlUC
~ .. ~ ~ ~ .~ ~ ~ 5 ~ .~ ~
.;: III _ .~ I: _ CIl' III Ql '--
CIlCll ~..-::llll o::Ol:o.W
'E CIllO(/)E'~I(J ....Zo~g-
CIl I: 'u W '- (J Cl'm III '- :;::;
't'l Omo':;:i:i:!!!l:o 0!:::!!!1Il_"C
'w 1:1II~lIIrn';:o LLi:uolii
CIl W IIIU:C- CIl'- '-1Il0-Cl~ rJl Ol
Q: "iij <( 0 I- ~ ~ ~ CIl I: III ro.S
.....c(/).c ....- Cl >w ~ Q)~
I I: U (/) .... ~ Cl I: _ 0 >- '-E OJ
u.i CIl :c <( ~ Ui I: .;:: ~ ~ 't'l I.() '-- .....5
.....E~..... ,,-,WCIl "-'ol:~~
D.. I:: C wu.. Q) - Q) c ._ ca ..-" \..L ...,
.CIlO.sZCIlCll'S;1: 011I ,--' ~
I: E .!::: .;: - U c, u om .- III Gl Q) c .~
o~ I: ~ > ~ &i CIl .... I: 10 J!! g 6'~ rf
a;=ClwE>'-CoW ';;:P.!!! Q)
_:!:ow '-(/) '- .... v. - '- 1Il"C -
:!:: III 't'l .- CIl.. 0 0 Om a. CIl cu _ .l!!
I-.~<( ~~:ze-l5Qj:U CIl~ e-.c:-c s::
06 III .... _ 0 <( W :;::; .c .... co 0:: .- W C Ql e
CIl III g 'S; CIl ::! l!! ~ ~ :Q co ~ 0 ~ ~ ~
E~'O'u E2 III ~ro2~~U::~ '<:: Ol ~
ro ... ro CIl"C (J ....""'ro -
Z ll. z)ow <:;( o~lii'S:
rn .ci c..i -ci oj ~..: cil 2: E ffi
01
....
III
E
'-
i:i:
(ii
'--
Q)
>
Q)
1Il
'-
CIl
..c:
o
..c:
....
~
-
o
m
>
o
C.
0. .
cu ~
~,2
o CIl
ro~
"'51;)
OlC
Ql .-
'---
~
"C"C
C c
CU1!1
c rJl
O'C
+:;.0
cu Q)
ro"C
0.1:
~.Q
0.1:5
Q) 2
~1;)
C
'00
Q) U
rJl '--
'1:: E
Q) rJl
o.c
~ ro
rJle..
-gc
ro Cll
E
"CCll
Q)e>
1:5 ~
~ co
DE
i.
.
"'0 ~.~ So ..c -ci ~ ~ m- U
wCO OwQ..~~W
B w .w ~ Q.. m N Q.. ~ CU -00
C- E 0'.= ~ oo'c ~ ::J E w
0.. -~ I- .D m CU 00 0"= C-
oS:: mO"E-oEEI-....oo
o (j).... LL 0 CU - E .~.- - 0 cu
t::>. ..c.......(I)oEcu CUCUOOOOW
0. -~ 1-.. 0.. ::J > . .~ ro ....
::l (j)00.. oo>C....... CU
(fJ '5 m () -6' [l :2 (j) en 0 jg =a3 <~
t: 5: 0).3.::: 0 Ci3.!!1 g, en.o lil
o 00 E.S 00 m Z 5: 0 cu (j) Q..'o
0. cl-en C(j) O)-lCUEI-
<!l .Q .9'x >..... = 00 (j) _ CU 0..
cr: t)oow:=2Ec.........cC()(j)
<I.l .- - 0 cu -e 0 ..c
l: 00 <I.l <I.l .0 cu <I.l :;::; 0 0.- -.......
o > ..c 'en ,~ ro '0 <( S 1i5 ~ ....
>.o.......cuc::JcO" C 0
~ C C. 0 ~ ~ 0" 8 w ~'E . ';;;
"CrocuE....... 00 Z cuE.......
ClI "C E'- 00 '"0 <I.l 0 <I.l cu ....... cu
E .- 0 C C O)LO I- O)-l C.!!? '"0
ClI 0 .... ........Q cu ~ 00 .3.S I 8 :s g
-LL-E'"Om CU<l.l-25:':>. O.c
Q. <I.l 0 ....... E .c 0 L' ........ 0..
E'l-c!Eal .......'"O=1iJ[loo~
- tl .8 .2>'"0 E CD.S ffi E E:e C 0)
... tl .-= '0 00 0 <I.l C C <I.l >':E 0 0
~ ClI - <I.l <I.l E ....... ltl .- O).c .c ::J:;:; <I.l
ro .O'.!!! '"0 0) J!l :5 2 .S ....... m ffi ~
c"'CroOOCOO<l.l5:en.8.o-gl-ro
.m 0.. 'E .~ :: '0 ....... 0 <Ii'x 00 <Ii ltl lil 00
... - c-coE <I.l.......c ....c
- Q:' ~ -5 ~ <I.l ~ ~ - M 0 5 '"0 'm
~o:: ClI <I.l ~ E E O)~roE o..~:;:; C"E
o~ w 01....... 0 E .- .S ltl .~ '" ltl ltl .-
e u ro ...... 0 _ "E <I.l 0 .: L -e - ltlE
o..~c<I.l-eoltl<l.lE"""'o<l.lo>,
_ .- 0 <I.l ....... 00 _ 00 o...c
oc!l..... .v.c 0.. I- C E ....... .- <I.l 00 0.. '"0
_t::20<l.l>.<I.l..Q2alI~~ffi~ffi
Illro",ooo::.oEo..E .......<I.l....O).......
:;::;o...!!ltl .......CE roltl..............oo
C I ro <I.l C e.- ~ <I.l .2 g? <Ii 0...!!1.,
ClI ......:> '"0 .c <I.l .- - ltl I- ltl > <I.l 0 0
.- ::;> <I.ll- E > 0 C <( > - 0....... I-
ucro....... O>cCltl.......O>ltl....<liO"
en ~ "C ltl . O)~ 0 E 0 00....... ::J = 0>
- 0 .-= .9- -e ltl :;:; 0> .- a5 0 0 .c
.l!l U 0 .~ 0 C . ltl 'C B <I.l E [l 00 :::
c..r::i:i:-e 5tltlE 5.2 0>Q:,s c.... aiE
ClI ltl "" .- ltl '"0 ltl 0 - 00
E U..r:: 0.. u.. m > C c.... ltl.- <I.l
C ro - '"0 ....... 0> 0>"'" .... .;;; .... 0 00
OCll~'"Occco>o.-eo>c.3Cltl
... In 0 c.Q ltl 0> .c 0> ltl:l:: <I.l 'S _ .0
'S: Een ltlm 0> E.......'"Oo.. ltl _00.$
C _, ....... 0 ~ oo.S .c '"0 .l:: ltl
wrolll'"Oa5ffig"EoIMcaic'"O
... 0.. ~ ~ E >''"0 0>00 0 >. 0> ltlE !a 8 CJ)
O..r::'" 0> ............ ~-
.-t::'~~..Q2 > 00 ~.... 5 C <I.l '"0'"0 (9
lji 0 ClIltl o.C:c 0.0> ojg'"O coo>
enzen:2:E81-~5()1-06l!!.g:5
E Q:i Q:i E tJ ~ .2'iii .!.
::J m 0 <I.l w.:=; =-= =.f!! -
b :c 5: ~ ....... B'u .D.o C .E?
~ E 0) <~ ~ Q. & cu ,'9 .;;; 25
(\j WCEooO....wl?lG.cf'o-
b ..c:.=:J 0) __ ~JoJ to
F .......ro:cC-C,~O<l.l'-'-
(J __~~=OltlC"""'NO
.- ro 0 en = a. ~ <I.l 'C >
:i "0 C .S 0 E ~ :2 E -g .ill 6
li'l';::o>'"OLOCU 5:::JltlOq=
iioEc(")en 0 cu
>-u: >.ltl"": <I.l(l) ltl.g.o rn-6'
::r: . 0 0l....:5 (j) ~'"OLO-5 cu
"_o..s~'O:5ltlc= 2
.J!!.~~ E 0 0>.c'C cu <I.l.8 en
l:J:; E'~o:!:<I.l<l.l()....cu
<!l III <I.l ltl 0 C $ E m C <I.l C
E i5 :5 0, C ltl en ....... 1-._ "E <I.l
ClI _ 0 0 C 0) ltl en:5 0 .2":
U - C ....:;:; <I.l C <I.l C .- 0)
c cCll cu a. 0 "E :;:; .l:: 0 $.S .......
ro - <I.l'- <I.l E ....
..r::Ea..ri=ltl<l.lCi3 c-e<l.l
c ClI.><:LO 00 E E.......~ 0 <I.l":::
WCl....- ltl~:;:;>~
ro O(jj 0>'"00)$ 0::J'S 0
m c 5: () 0. ffi.S E .......;Q o.c
G>"'~<I.l -E --go~-V;5:M
01 <C 0::: .c S ltl C <I.l - '"0'- 0 <I.l
co ...... .... :: ~ CJ) ,Q ~ en c "'0 s:3 +oJ
lijlji.!!0<l:<I.lultl<l.l2o~ltl
2 E ~ C I- :0 J'f -g ~ .S '5 0 5
_ iii > g CJ) .!2 8 ltl 00 00 ~ -5 :;:;
~~~l!!'O~<I.lt=~~cu..5
'o~ 1-'- ~ 00 -a. 0 ~ .c <I.l 'C
"'E-e<l.l o.-u ..............
a:: .....s! I- <I.l:5 E 0> ltl <I.l <I.l cu .!!?
.!!LLE> ltll- B.coo'"O
oc!l ro ..r:: 'S ~ 00 ro .!!? I- ....... <I.l 00
_ :: _ <I.l 0 ~ ai co.o> 'C 00
.!!! E~:5 5: ~ OO<i:~ <I.l > 35 E
'E "'eno.c 0 0> ~ o>_.c e
o :!: q= 0> .c - I- a. 0> I-
'~en-' 5:cO.c.......O> 'EE<I.l
U 10 .- ....... - ...... () 0._ :;:; M
en ~ = g>g: ~ c 0 _ ltl 00 .l::
- ro ClI .- 0 0 $ S (") 0 00 0>
.l!l enu U ~ jg ~ ll= .!!1 ..... gj ....... ltlE :5
c _oo.......o>J!l>. -E ......
~=3:~.8cOO~;::~Ci3'"Oo
c a! '";" I-.S 0) g> () CJ) 0.0 ffi Z'
o .... <( E I- .S 'c 0 ltl .><: ==
.= 0 I- 0> ~ o.'m ltl c ~ 0 5 ~
> cen - ltl E I- 0 ltl e.-.-
c:o....a.bro+-'g':p+-'IDroro
W :;::; 0 00 00 <Ii.- ltl C E .l:: >
... ro.... c 0> <I.l s:: c 0>._ c
o ~ :>. 0 :'Q Z' - t: .- E - 0> -e
.- - "C a. I- = a. 0 "E ....... ltl 0 0>
cro~OO.QltlE't:oltl c":::
~JjCii&-5 i5-m ~8~'O 8 13
E~Q:iEu~w
::J '00 0 w .!!1.,= ()
.;= - cu -,~ 0 w
~>~~o..rJo
wg'Eenl-.o~
:5 == .~ g>,Q 0> :;::;
,,_ cu .c = 0 '"0 en
b '00 ~ a. ~ .;; .~
,~coE>o,~
c .- cu > I- 0
0>'"00 enLL o.llJ
EcCD (1)01-
>llJI-W ~cu
o 0>:50>1-{j
0.g>6'O:5~o
0> .- .s::. cu =
'"0 E "-0 0> ....... I- ::J
o .- -~ cu
o>Ecc5:<I.l1-
:5~Oltloo'"O'"O
- 0):;::; a5 g>'c E
coo ........_ 0
ltll-O>C-:CO>
0. 0.. '5'm al 0 :5
.><:c0oEEEc
0= 0>'"O0)::l 0
$O>o.Cc:CC
... ro 0> () E ltl '5 := .Q
~ :E.cN"ffiCffiltl.N
ro 0 .::: <l: .Q t::: _ ro
c -ol-..Q2ultloen
ro LL .0 0> '"0 C
2: '5 (I) .!2 '5 c 35,-
- 'O:;:;'O(jjoltl~E
~ .-= l!! I- 0> t 0> Ci3
'0' ti ~E ~ 0> 0.. 0 :5 .0
....- <I.l.cEo.
o..~Co":::-ltl~'"Oi3
oc!lCll'E......~~oo-~e
_UClIo>o~ai~.QO>
.!!! N E :5 5: c 00 <i: o..S
-'ClI.cOO>~o>E-
lij<( Cl.-S;'E 0 0>:5 0> ltl
-- ~ ns > ._ +-' .r:. _ '+-
Uen c O)LO'><: -'000
en..roc I-C 0>.......
- :>. 2 .- <I.l 0 0 5:'0 c
ro-c en.c~ll=O>I-O>
'E ~ G> 'en ..... .,:::; ltl';;; a. E
ClI--enoO>eno>(/)OO
E en ro ltl ....... C 1-._ 00
c G> s: I-'S 0) g>() ~ 35
o U ro E Ci3 ~ 'c 0 00
... ro "C 0 0.'- ltl . ltl..-:-
'S:~'-=..Q2ltlE~ cO>u
c 0;Q .l:: ltl - g>g:5 ltl
w ~ i:i: ~ 0> 00 <Ii.- ltl I- 0
o::..r:: 0 '"0 >...Q2 E .S E 0
__ CD ..... a."C ~ c.. 0 "E N
CIII:lOO.QroE't:o.$N"
~~~&-5 i5-m ~8~;;;-
l? P l:8 .S S! l?
-:-' '-'- (fJ (/) ...-'
"""c..2":'-E"@U
,P (!) cu (!) 00 c
_= E fij -w ::J cu
l- 00 >.
8.oo(!)oojg~
a. (j).::: '-'- ::J
::J~mal=cu
.en<(:S""'5:;
III Ol_ C (j) '"0 C
"C .S l3 ltl 0 C cu
.;:: E'- ~ .c cu
0..... 0>0" en ~
ii: ,ot: .Q C ro ~ .Q
o w.- ,-
:>;o>o15c(j)o
'E o.w 0 I-~:C ai
:J .8 .~ C S ..0 C C/)
o c:5.o 0> c jg ~
U 0 co..O) 0'- a.
'"0'- 0> ltl .- 0..
...$im 1:im(!)OU
ro~ 'EO) <I.l
3: aJ g> -{g o>:e b '0'
o .- 0 00 E ltl I-
...COO.coo EO.
... In'- ~ .......0> ltl <I.l c
ClI....... 0>0
011 c O)EJ!l:5.c:,::;
ro :>. 0> .S ltl ..... 0
c'EEo"E'"O~c2
ro ~ ~:!: ::l Q)';;; 0 en
20ltlc8coenc
_"Co =1-0>0
U'-' ltl E..... 0> a.:;:; 0
.0> -c E .S en _ .;;; ..!.
0' ... '"0 0 ltl =.- 00
... ro ....... c 0..0 5: t3 0
0.. :: lil ltl 0 .~ ltl a.
oc!le'OcQ).cJ!lco>
....mL..g~c~2:5
11I,0.0>0> (0)
:;::;_-O>'"O.ooo~C
C U 0 '5 c ltl:C .l:: 'C
.~ClIOOOltlo>l-(/)~
U '0' u ......... '"0 . C '"0
en ... 0> ltl 0:: .;; ltl 8 c
iij 0.. ~ m:2: O:'Q _ .Q
_ C ltl'"O<( 0..0 Om
lji~=rowou:::t3g
E U ltl 0 m ....... ltl .-
ClI I- '0, ~ '"0 :>; a. E
g '0 E .Q .E? 2 "E .s >.
.= 0..... o>.Q al a5 5 0> ffi
> -.o""E().c
CClI;Q......u..o> .......'0
WCOOO>ro-'"OO>OO
...::C~co.l-:S1II
o ClI 0 .- E ltl 00 <I.l
.- ... 0.- 0).- 5: 0
lji,g[l~ffio>offio
enen0::8:2:ffiroE~
'"0 .. '"0 0> '"0 I- C - ro I- 0) > '"0
CCCOOC2ltlO_.EcifjO>
ltl 0> ltl ~ ltl ltl n:: 00 al 'ffi _ 1iJ
0> E 0)- - 5: - 5 E cO>> 0
c g..s c g) = gJ:;:; c g .S () ~ .
.~ Cii 1: .- .~ <I.l li ~ e J!l 0)0:: ~ II
E > 5: 0) u 00 <I.l :;:; .- c c <( E 0
Q) CCUltlOOO>O><I.l - 0>
'"0 ........N I- .c c 0> a5 E 0 '0
-~ .@- co a. 0.. 0 E _ ~ "* LL 35 c.
'"0 ffi lil 'u "E ~ () .- ~ g U ~ O>.c
'C - ~ <I.l 0> 0 00 C <I.l '"0 00 () :5 0
.Qo.Co.E<(tJo> cLer: ffi
LL ltl 00 <I.l I- 'C m 35 w 0) <( -e <I.l
-5E..O)O>en- 06(ij 000
.c I- 00 ltl > .- ~ '"0 0 _ 0) a. 0>
:; ltl -e t3 c ~ 0 ~ ~ 0.. .~ g- ;:;
o 35 8..~ ltlE 0 0> I- ltl -g ~ 00 <i:
CJ)o><I.lo LL.cOo..o>~ltlQ) :;:;
lo....L..L.. 00.....-'- oc:
0) o.en 0> c O'<(.........u- 0>
.S 0) ro '"0 0> '"0 .- g) 0.. 0.. a5 '"0 'u
>..S .~ 0> .0 l!! ~ 0) ~ w O::'C 0> 00
-g EE"E..2>c:'Q.czw ~a,-g
en 0 o.<I.l C Q) 'i3..c 0> ~ X .- ltl
't:O>co>>~ IO) o>g)_
0> Q) ....... 0 E woo ..S 00 '"0 (/)
o a. '"0 .c m E !!2 !!2 !!l :'Q t3 ~ 5
al c ~ O>'C llJ ltl C > .~ (9 00:;:;
'C Q) ltl ltl .l:: 0> 0 0> 0> 0 0 - 35 ltl
0> g C 0> - "E (9 g E c. Q: 0 ltl .2>
~.!!1 .Q [l ~ ~ Z'.!!1 5 - ~ ~ en
Q) "- +01 L.. .- 0 == L.. L.. (j'J ceo....... Q)
0> ~ E ltl ltl <I.l';;; 0> 0 <I.l cu >
...... a. 0 >. 0> 0> ~ a. c 'C :;:; >. '"0 _S
o~~ffi-5l-o~O>.8~cgc
~ O>E _.8Ci3ooroal.8~O).8
co rJ) ...... +-' '- +-' =- .C > C/') Q) ..... co
O>ltlCCCO>ltl(j)enCO>OOo-
>..c O>E'- O>E"E S .0 0>'- 0:: 00 ~ ~
"'C 0 a. L.. .- '-
(") 0> 'C 2 ro E E a; ro 00 .c en ~
..... I ~ cu ~.S ffi ltl ..... .~ ~ [l 5 <Ii
I- . x .9-..... ':>...... () '"0 g> ltl N 0 -e
O>OOQ)U Lc, C -.- 0
> E .- I- en . ltl 0 O):p 0 ll=
o 0> . -e 2 .- 5'::: -:.c Ci3 ~ ....... <I.l
.....CltlltlE ""''"0 >
ooooO)o.5:o>-l.c wO>CJ)C
cu >. 'en .c '"0 ......... ltl '"0 .c - 0
.s::.en<l.l(/)EocC_C .(9:;:;
0'"0 cu ..... 0 ltl cu 1iJ cu (j) >.() ltl
=0 .cOo> n::", >= I-
0> QJ - en 0) <Ii > OO'en ltl 0:: 0
.D J!l 0> 0 - E ."E C .S <( en
a. I- C I 0'- ltl I- <I.l QJ 0> LL <I.l
E 2 0> - .0 g, <I.l .S E.c . 5: I-
cu ltl E . 0)'"0 I- rn 00 ~2 oro
() 3: 'C 0) C C Z' c, E (/) a. 0 C C
.c 0>'3 :;:; l!! = C 0> E,~ .Q
. 00 Q..='-- cu OJ ltl 0 <I.l (/) 0 0'"0 0)
~,~ @]~ S 5-2:5 ~() Q.ffi ~
CJ) <( .!!? '"00> 002 0 '0 "E
;nO "'" 0
'-' _t3~o'"Oll./::
.. .!!? .~ (3 -a 2 M -
a5~e oo~o.a5
E ro a. ui ~ ~.s E
o..CO><(o.<I.l ~
.Qltl.cI-_O)Ec
Q) ro I- CJ) 0 0) ill '"0
iD.~ ..00 c.~ .l:: ffi
'"0 en 0) 0 0 0> 00
C :;:; .S :2: "E .0 ~ 3
ltlJ!lt> 0> 000<+=
0.. 00 8. > E ';;' '"0 .....
'"0 <I.l LL .- ,- C
III -c C '-- CJ) C ~ ~ .!!1
iij ~ltl'"OQ)<(c~.l::
O >ltlC.c OOO~
.......00- .:pcoc
C) g>ltl ='"OltlO>......
:>. .- '"0 5: ltl 2 (jj E 0
;!:: '"0 -O>cltll- 00
iij .2 g>';;; :c 'S <I.l .8 E
~ g=~:!:..s!Eoo'--
... " ro '- a. 5: ltl ~.- 2
~... :EuEroo>oouc
ro ClI t:: 0 0> m .~ 0 0) ~ .~.-
C iii 0 _ '0 c c .S <I.l e 00
ro> Q.LL 0.. c-5 ltlE 0> 0) a. ill
2>Q.. 00> .oJ!lool-
_ Een:ltl~~""'_o ~ OO:c ltl
uO>... ._............oo't:ltl<(-'"O
ClI"C.:::...... c 0)0> ...... 0>
'0' '"i' - III 0.!!1 c o.ll . 0 u .
... Cl 0> .- I- .- 0> '"0 ltl c
0.. C ii: C II 0 1iJ 0> 0) 2 ro 0..Q
....0 -lil'"Oo>:5'"OltlOEOO
........J E C a. C E ....... ~ 0> 0)._ C
tiClroCllooltl 0>.0 bro >.ltl
:;::; C ~ ~ ltl O)ro e.OO2 O)cCii ~
C 'S: ti 01 = ,S 5 2 .S <i: 5 0>
.~ ClI C ro ltl.s.- coo> 0> .- '0
U:E :: C 0) ltl ~ .- .c .o.c iii
en U 0 ro .S .l:: 0> '"0 1F 00 I- '-- 2
iij <( C 2 ~ ll= '0 ffi 0';;; . a. ~
... ~ .... \V co L.. ..c +-' tJ) 0
co-g.!!ffieno.o>o.c<(::~
ClI....roroE -N'"OO>I-Q)o
E C :> oiO)2:-c ECJ).....::J
C ro :ll:> I- C .S ltl cu -e <I.l g? '"0
00:... roE~~ ffi oo~.c > ~
.~ iij <(:E 0>.$ a. 0 mE'::: c I-
c~'Eo;e(/)~"""'O)ooffiO
Wo..CIli!: ~ oioo~-g o=a3u 5
o (!) E..c: o.S'en c.o ~ 0 O)'en
'i: g n; '5 g. 2t 2:-.2> Q:i llJ.c.S [l
(!)ol!!owcuCUOOmOO'"Oo
(fJ(JFWO::E@~stiS5aJ~
en
C
W
W
LL
III .
-en 1:
.S ClI
"'E ....
ClI ClI U
~ Cl ClI
.- ro '0'
01 c ...
Cro 0..
W2 "C
'0 "C 5l
._ ClI lij 0
~. 01 Q.
g:~~ClIe
..... '0 :: .S 0..
B ~u~c.Q)
C .- III _ 'u oS
ClI 0 -ro .l!l .!!! 0
~ i:i::Eljie:
-;;; '':oE''CC
.v E- ClIro
- croLLC:p>
C 0'- -e-~
~ u :;::;2~'s:.!!!ClI
.. z '<t ro - .- C Cl 0::
C 11I_ .!::!OOWQ)III
e .!! -" iij:>.- 0:: C
'S: roenE._-LLC_O
C 'u W .= ~ 'iij .....~ ~ :;::;
W 0 1-<( LL Q. G> 0 0 .- ro
... 01 III _ III en > :>.._ LL .~
ClI C III " .- _ .- - ~ ... ....
.-= <C '-'..r:: ... C'iij 'v ro ::
~ CIl 0 I- :ll::l ....~ ClI ro
C ClI..r::en..r::~' ClI~>:l
- C .~ en - ..... ,ft.~ t:: "
.v._ <(.-.........v.CClI..
2 Cl -; s: III .= ... " Ul "C
- C;:>06 ~ro-''-'~l:
Iljiw..r:: ..m:s:.ClIcro
=E-_zCll...<(....~OCll
ClI ro'--uCl ...,::::;::;u
..cc'E::<(cClIQ)~enroc
ClI.. Q.E 01 CIl E 3: .~ C .S '0 ClI .::: CIl
0- ............ UJ .-
;!:: ro g: E .= en 0> .. ro C oS '0, ~
l-u<(g~z~g2W...ClIQ.
:: tl .= 0 ::!; w :;::; .S ~.E 0::: ~
ClI ~ .ClI ~ ClI ::! ~ ~ CIl 'E E ~ ...
E C O'w E ~ III ::; ~ ClI m.- ClI
ro ... li'l ClI"lJ tilt tn'O:5
, n. 2 )-W(!):loc:(O
. . bI U ... .
'"0 Cll , . 0....: C'l
'"0 co 0)
0> . C
'C <(.-
...J'"OI-'E
LL ltl CJ) 0..
I~"'C~
coo>
O-'"Oai
'iij al g E
.- ll= q= .-
.~ Q) ~ ~
Co> I-
III.cEO)
.~ -; e .S
011-......0.
..s!~xE
o ltl ~ ltl
c: 0> q= 00
"fiEOO2c
ClI 0 0)
I- - 0 .-
_.coo
-co.o>
roo>OO'"O
.~ E 0_
Cl._.c ltl
o ~ 0.....
_ 0> C
00.0>0>
U X > E
W Q):;:;.-
o I-
"'-enEltl~
ClIC...OOO>X
ClCllUOl-o>
ro E'-= 0 0>
lij .-= ti ~:o c
2 ClI.- 0> ~ 0
Q.C Eo 0>
'0><-1000
ClIWCoo I-
ClI ..... 0>
'0' x E .c '"0
... ~ c..... ltl
o..i:i:~ltlc..Q2
oc!l-ro g>o 0>
-ljic:cro.c .
.!!!EIllOOE-2
- ._ 2 = '"0 'S
C"C...'OCO>oo
.!!!ClIClIJ!loCO>
U en - oo......m I-
en ro 0> >........ 00
- !l 3: I- -a.S :!:
.l!l lji ro E'c ltl g>
c.-=:E <I.l ~2::,::;
ClI _ "':0 . c
E :l 0 ._ ~ 00 0>
cZiI~"E"E~
OtO..r::ocuO>I-
.= '_o.EEa.
> c:( ::l 00 ......-
!::1-0QJo]-g
W(f.jWo:::SooCU
o
....
III
E
...
ii:
...
ClI
-
ro
::
E
...
o
-
en
...
ClI
..r::
o
..r::
-
~
.ci
u
.
.
.
.
.
.
.
.
Qj"O'cEQ)CU
.,~ C Q) Q)..c (fJ
CU CU en -1-.-
$-Q)(!l <~
(!) L.....-"'\ C
en "0 0. en ....; Q)
'!=OwOlWE
oE..c:cEt
e- Q) ~-' ~ CD CO
:.:;:: .r:; Ol'- ..0 0.
--... .,..... C @ Q)
W W 'C C 0
:5:o~~rlc
w E .(jj...... .Q
NWCOtJ--'
>. en 0 ..... 0 .~
rnen0f1l2-~
c CO +-' .- ""'"-l",
III CU 0 E a.i CU Q)
"Co......2EQ).r:;
.- +-' ro C/) Q) ..c ........
~"'D"""" ~>+-' 0
..2 Q)CUen 0""""""
LL. en "0 Ol .... 0 "0 _
.:J"O C 0. en Q)-.
~ Ci) ]l ~ .~ -0 e ffi
I:: -0 ...... ._ C Q) -
:JoenX-ocueno...
o E CO Q) a.i E ~ Qj
U -Q)EQ)o.......
Q)-gCi):5E-o-o~
"CO$"""oQjc~
lll.en00......CO
92coQ)~~-oQj
'-E CO 19 g 0 ~ ro
I:: S CO cu.....-o o.s
,!!!.!!! Q) -0 ~Ci) ffi E
Q.:E.r:;::t:-o 01
... , ......S.g 0 C 0 t
.Sq:'Ci -9 Q) E g ~ 8.
III Q) ..... en 0. Q) '6 w .!:::
IllEa.iCOQ):5c3:<C
:Et::E-o:5-o0enco
... Q) Q)0C">::
Q) o.lll o.t5 w N..... 0 0
- 0 Q) ro .- :J:;::: 0
~Q)Ci)=:J:;:;9CO-7
>0 > Oro:J::-o CO
I I:: Q) 0 > -'S C 0.
0-0 Q)O.oQ)O
t:::;::;W'.!!2 E=
"'olll..c:E.8<(Q)E-o
3l e-'>::2Qj ui:J o.!!!
I::<(<(E ~-o-o'5 al~
'51 Q)Q)enoc""""'c
1::1ll"C:ocECOQ)-oQ)
W ti Olll '(jj .2 Q) ~:5 I:: e
...o.c:........c ......C'CiQ)
u..J'- 0.,5.....-0 co en E
.S!. I E c."C -c CD ..c := :l
o III III en..... Q)..........:J 0
... 0.._ Q) en en co 0 en 0
Q.O:Ea::'6:J3:en~-o
C!l
~
ru
bl
.
'E
ru
2
1'-. CfJ 0"0 C
..J 0 Q) .,~ Q) 0
goo g:~
LL.Q)....~'i::0
'E~~:=2~
C\'j 0 g '5 .~ a.i
~ :2'-0 ~ ~ :Q
.,:g2$$-g
I:: o..~ Q) Q) co
(!Jrlg~~'5
~Q)~QJcoo.
tn g CU CU CU .~
<<lco..c:roroco
lii if);= 0 0 ro
:E>$U)$"O
(!J 5 Q) C5 .Q! a3
e0~Q)::;--o
:JQ)I1l..c:o~
~:5cof-a::Q)
Q) Q)...... '<C..c:
,.;NCOCen......
... >. 0 '(jj .- ......
-ro co..c: 0
.flcU)l1lf-c
I:: co m . 0
Glo"",Q)c:;:::
E..... :5 '(jj co
l::Ci)cocco:i
o -0 "0 .- .0 0.
.!::: 0 Q) .[!l Q) 'c
~Eg-ffi:5CO
W~Ci)EcE
'0 ~ 10 .!!! .;;; ~
_Sow5~
I:: U) Q) :;::: .....
Q)Q):>.grl~
I:: E..c:.....co 0=
1llt::......c>.-0
ii:1llg'5~E~
... g.'o. 0 I:: .!!! .8
.so.QQ)g-8Qj
~>.Q)-o",,""-oen
->cooo.oco
... :E I:: Q) 0 'm - E Q)
Q)...:J-o'Eco ....
Q) Q) 0 .....- .S? ~ co
I::-UE E Q)=-....-= E
._Ill co """Q)
tn == Q) Q)'- ..c: ~ > _
I::E"C:O~"""Q)>.o
W ... g '(jj c g':5 U) e
U .s...!. 5'- ~ ~ ~ 0.
Q)(I) E o.c:;::::;:::...... >.
'0' r-- III en '(jj I:: I:: ..c: Jl!
.... 1.-Q)roQ)Q):t::~
Q.u:Ea:: 11l:Q:Q3:0
-~ S E -g -gj S
.6 (\j.~ (!) c""O
o.-enEcuQ)=
....co>> E<~'
<("OenEQ)a3ffi
-0 Olg-o en 0:::
~~E~Ci;~!-
.~ <<= .~ $ 0. 2
~~@.8&-g~
1::> = Q) -0 co ~
cuQ)..c:Ci)c"O'-
c$'::::-oco.!!!Q)
cu en 0 0 c '0. ~
o co Q) E .2 E U)
+-' c..:> :t::: 0
lll"O~CQ)-o01
"CQ)coco.r:;5wt
.- en -0 E ...... 0 .... 0
O:J::o Q)2-
- - .- 't: "0 :J :;':.-
1.L.~.,5Q)~9en<(
;';ocho.:=~5J:1
1:ECO~'5.,5~g
:J -0 -0 ..... Q) "0 --l
OcoQ)Q) -....c'
UOt5ro~.3w~
Q)~~.2<(2EO
"CQ)OCO Q)E=
lll:;':O> o~
OQ) Q)c:il:50Q)
..!.. C/) . 0 c: +-' ~ ;:;
I::EwE::'6jg-o'E
llllll..c:Q)Q)CO......cQ)
ii:~......t)-o.QOCO.....
......>.0 enenc
:i;'oenEQ)E::Q)
-1:.....I::Q)OlQ):JE
lIIQ)co..c:co.....en:J
III E Q)'(jj ...... :;': ~ ~ g
:Et::Een-oQ)enQ)~
... 0.'- Q) en ~
Q) III 0 E en g'~ CO
== 0. Ci) ~ :J ...... .- en
Q)~lOco-offi]l....;:;::
(I) -o~cenxQ)1::
I I:: CO Q) Q) E Q)
OQ)-O-....Q) E
t:::;::;..c:cQ)o...c:Q)t
...Olll.....CO-o ..-.oco
Q)Q) c.'> .... c oE Q) 0 5 0.
... <( 0 0 ..c:..- 'u Q)
.=<( "'-:;:::Q)"-.[!l00
tn Q)Q)0..c: ct
I:: lll"C:o.!!!...... 0lQ) 0 5
W ti III '(jj (5 .!!! .~ E 2-:;:::
- 0 9 I:: 0.0 Q) Q)'(ii CO
U ..J'- 0 .... E -0 > 'S;:
Q) , E 0. Q) .- 0 Q) <(
'''''lll ".Q)en......c:
o o.lll enQ) > en c 0....... Q)
....- Q)enOE"""..c:
Q. 0 :E a:: en CO 0._ 0 ..-
O~S~5
..J OJ g-o g:~
U" r !a- Q)N "L 0
~..::;::; Q).- CD ~
E'5>:;;"""':;:::
!\l g :J.~ C
'-.c en en ~
2: "[5 "0 co co .-
. CO.8:l $ 5-0
'E ~.~ Q) OJ ffi
Q)0g~~......
EQ)~I1lI1l~
~ g co co co.!:::
III ~..c: ro ro co
CQ);=OOro
~E$U)$-O
oQ)-Q)-"
~0~c.')>Q)
'-Q)I1lQ) '25
:J..c: ..c:OE
O"-19f-a::
IIIQ)CO <(Q)
ti. ~ O.~ en:5
-rn(/)~:.co
.flffiC5l1lf-c
~ocoQ)cg
E :: -0 :5 '(jj ~
g ~ ~.~ 2 ~
.!::: 0 0 en Q)'C
> ECi)e..c: co
I:: > ..- E
W~Q)Ec
.... ~ 0 Q) .;;; ~
Os Ci)C"-
1:U)i-Q)g2
lijQ)Q)5grl~
Q.-E:5ocoo=
t:: 0 >.- 0
"'lllOl Q)E~
.s o..~ Q) E Q) 0
lIIQ)o.-o -..-
Illoocog.o-
:E >.Ci)9.... e~ en
"'Q) 1: lO'E.2, 0. oE CO
"'_:J-oCilCilrn ~
3l III 0 .....- E .S? ~ CO
.= ==UE~ Q)1::~ E
tn E Q) Q) .~ ..c: 0 > .!!!
I::"'''C- "-Q)>.o
, w.s III ~.~ g'..c: U) e
_ (I) 0 c en._ ..- Q) 0.
U ...!. 0 CO~~..c:
Q)g E o.l1l:;::::;:::..- 1D'
.0'..... III eno c c..c:..>::
.... ..- Q)o Q) Q):,!:~
Q.U:Ea::.....:Q:s:!:;':o
0'0 6
o ~(I):;=>
QJ~"og~
.c 0> ill "'c tj::
~~ ro .~ CD :;:;
OID~.-g~
.ciS en en:Q
"ti 0 CO ~ "0
CO-o$>c
o.Q)Q)Q)Cil
ro.......(J)OO-l-'
o .~ CO CO :J
Q) 0 I1l I1l g-
g ~ CO CU .-
roOO-l-'(ijro
>'COOCOOro
W ..c: -0
E :t= U) :;: -"
o :;: C5.~ Q)
0Q) >-0
w en Q) , 0
..c:co..c:OE
.....11lf-a::Q)
~ CO .<(..c:
~ 10 .~ .~ ~
iV roO~..c:o
1: cU)l1lf- c
Q) CO_ 0
E .8 c.') ~ .~ ~
I:: Q)CO~~:i
e -0 -0 .-.0 0.
'> 0 ~ en Q) 'c
I:: Eoe:5ECO
W -Q)
~ ~ E.~ Q)
'0 ~Q)Q)en..c:
1: SOCi)5~
Q) U).Q):;:::ro
I::E Q)~~rl;=
-t:: ..c:Scoo'5
.::! III ..- >.-
Q. 0. g'8 ~ E ~
... Q) '0. Q) c .!!! .8
.so 0-00.0-
Ill>. Ci)co0eQ)ui
lll_ >Ooo.25co
...:E I:: Q) ..!.. .~ - E Q)
Q)...:J -OECOCO ro
Q) Q) 0 III .... CO E .S?~
.= 1ii u :=! E ~ Q) 1:: ~ E
tn""Q)"'Q)""..c:0 Q)
I::>"CO-c"-Q)S:O
wEill u:: :9 .- Ol..c: U) 0
_ 5 0 >. ~ .~ .~ ..- Q) Q.
U _ ...!. _ 0 en ~~ ~
Q)(I) E I:: o.co:;::::;:::..- >.
'0' N III :J en I1l c c ..c: Jl!
... 1'- 0 Q)N Q) Q);=......
Q.u:Eua::.....:s:!:s:!:;':o
....
C
III
E
III
O"l
ro
!:
ro
:2:
I!l
U
...
::::i
o
l/l
C!J
0::
'+- .....
o (I)
e ~
o (I)
;ecn
.~ "0
:::l e
g-ro
<( c
ul.Q
E"5
Q),Q
+-' .....
rn+-'
>-rn
Cf)'C
.~ L..
"5$
ro ro
-0 ~
>-'+-
I 0
'+-
o c
Ol.Ql
c rn
= (I)
Q)"O
"0
0"0
:2: e
c ro
(I).lB
g'E
(I) .....
.- (I)
030..
0.(1)
x t)
(I) .....
rn :::l
ro 5l
(I) (I) rn
>-~ E
<0 (I)
rnrot)
ro ...... >-
.c5}rn
... e E e
Ql ~ e.Q
5 ~.~ ~
. >-
'-e-
rn ~ u_d3
en Q) ....
B:5E
.- w
~'Oo
enenO
Ol'~ <(
cco-O
~~ffi
E:J11l
QjOo
o...~o
-o..c:w
c.... -
coc~
I:: 0l:E a::
o c;=w
~ 'C 3:0
U m~2
~ '6,~:5
~_ ccoen
>.1:: w"""en
-EQ) -BB
:: JIlco....
'u t:: ~
llllll a;~o.
LL.o. EQ)~
Q)Q) CeO
u 0 e '(ii ro
I:: I:: 'S;: E:i
~.2 c Ol
.s1ii w:;:~
I::Q) Q)Q)0l
.-... ..c: c c
lllU "-CO'6
:E~ ..........:J
~"C Eou
.- I:: Q) C .~
~lll -0
lll.ll:: ~t5-i
D.n; C:JCO
III Q. 0 ~ 0...
.ll::_ o.enenc
U.o::;' en c..>::
... EO I:: ~8gg
~ES ....Q)E~
.!:Illu m:5E:E
tn J: Q) .~.... ~ E
I:: I:: "C..J g's en
WO~LL.Q)"05~
tl ~...!...:t3~ ~ e
.<!l ~ E E (1).-.r:::. Ol
e- m .~ .~ 'e is ro ~
11.. a a: ~ 0... Ci.~ F
g'e g-s
'(jj E Ci) U)
.otlO-g
~~-oco
Cil Q) 0 Q)
O......:J
roenalffi
:5 :c.= >
f-:J<(
~ . g..c:
ucLa;
.- Q) en "<t
cE;=.....
Li51tEs
..: Ol ~ ~ U)
E .~ OQ) -;;; C
lll.... 'u Q)
~mceQ)
I .~.2 E ~
- Olro c ~
~a;~e.....
E U.- Q)
t::~~E~
lllC Q)U)
0. Q) -0 Q)
Q)E5..c::5
Ocw"-o
I::een~"'"
o .- -t Q) >
.- > co 0 >
1iiffio...eU)
~ >,0.'0
u-o..-
Q)cc-g..c:
o::co:Jco'5
o 0
"C=OQ) en
I:: .;:: Q) ro -0
IllU-oo.Q)
u~~8~ro
Q)1ll..-, 0.0
.~Q. 'E- 0.Q
e>.o ......~
Q. 1: ...... .~ Q) ro
Gi.ll:::J....~go...
(\)n;,o..mQ)19-o
1::Q......c..c:encQ)
'0, Q)'OJ .......(jj Cil :J
1::-g"Cc.8enUic
WCillllQ) CO-Q)
...._0 "OenQ)>
U .!!l ...!. t5 ~ ~ ~ <(
C!J (j) E W.-.- f- ..c:
'0' (!J ro '0' >:J rt:
b L-.- !.... e g ~ ~.
11..~a:0.. 0.'-:;::;.....
Q)Q)Q)'
lll:Jro:5g'
"Ct5-o-oi:
.;: 2 >. Q) .-
O........c:.......E
u::en~~Cll
..::..!::: >, '6 0.
.::;'0>=0'-
I:: $.~ 0 E
:JQ)t0
o_coQ)-o
u.oo...c:Q)
Q) ~ .8 c:.-"5
"C :J.!::: Ol 0-
III .~ Q) '- Q)
.l!l9-g:;,:~""
1::'- Q)-O en .
Q)E-o..-Cllt;=
E.!!!51~..c:oE
~:E 8.g.:::~ Qj
0'000 0.
..._....0tc-
0. I:: 0.-0 co 0 en
EQ) Q)o.:;:::en
-E~t)enCO~
1::t::.....Q)<(~0
g[oti ."ij5~
lllQ)"'--05"Ca::
... 0 Q) co .- w
-g,1::1i5e~roO
.1:0 .o~eQ)
~ :;::; ~ .!!l.!::: Q):5
~....:5QjE"O
eI)...-o-o..-CC
"CUQ)Q)coeco
III eI) .... C :;': .- ..-
(5 ~ al.21:: E'E
tn-gCi) ~ ~ Q) Qj
.= III en 0 Q) -0 0.
... -0 U co...
3l~c.....:Jcoa::
o...coali5-w
-~c'5'''''r5Q)
Q) co.... "0 .- ..c:
III.i:'Cio.cC..-
...llll::Q)Q)CO-5g'
Q).I: :J ..- :5 Q) Q) ._
Q) Q. O'(jj..c: "0 15 ro
l::eI)U ;=~Q)o.
'51:5 Q) ~ :;': 01 Ol ~
I::....~..--og' _0.
W 00-02:;::: g'1::>
1J I::...!. ~.~.!!l.s;:, e
.!!!...~ E ~ g @ Q) ~
o (/) ro (1) en 2:....
b. Q).- '- en Q) :J :J
11..6I20..co:5enO
Q) C en
.0 .- :E
lll_o..-
:=!~.!!2....
5 COE
u:: ro .~ -0
.:5Q)Q)
.i:' en I .!:::
I:: Q) :J
:J> .0-
0:;:::0 ~
U~~Q)
~2S.o
lllrnOiil
9"-~E
._ c
E~o....
.!!! ~:jg
:E .- -0 ..-
-o:Jen
I Q)..-....
'-'..c: en'E
0..->.....
(I)....;=Q)
<( E:3 0.
3: en'(jj -
Ot)co19
Q):Eg~ffi
1ii::-Q)Q)E
"CI:: enc
o.Q):5:Jo
:::I E Ol ~ ,5;
>'~:EQjffi
-g o.~ro..-
_Q):J:;,:c
(l)0~Q)Q)
>-...<:0.......'-
:t:Q)0~~
:E~0:;':'6
'ii) (I) "; -0 Q)
~"C:c2:5
LL. I:: .- Cil
lllen-oOl
Q)...co.c
...1II.s8.:J~
Q):JlllenQ):;:::
Q)'&>Q)..c:c
C::LL.>'-+-"'<J)
'51'" Q) en c :Q
I:: Q) "C .- .-
w1iilllc-o'O
... s; 9 .~ 2 .
U C!J .- = c Q) .....
.!!!..U;E~&~al
o lll.~ ....: (1) co '0'1
0: $'; a: ~ Q. -5 Q.
~
III
eI)
-
o
11l
E
...
u:::
...
eI)
..s:::
...
o
..s:::
...
3:
N
0
0
N
I
I::
:;::; .....
III 0
:J 0
<( N eI)
- C
III
11l
...
l'Cl
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
'"
"C
l'l
..s
'"
::I
o
...c
F=>
c
...
~
...
'"
o
U
-c:
~
...
0:
.s
...
'"
"'"
.;
~;;O
0: ~
c:l ~
= .5
o ...
0::: en
~ ~
- '"
8'0
o
u
-;
=
...
""
-c:i~
'"
'"
~
'"
-c:
-c: '"
< ~'"
~ ~ ~
~O:.Q
e ; e
0: ::; =
Z...Z
":.~ ~
... 0 0
='"-=
~i:lo.i:lo.
01l~
t: C': ~
.~ e
o 0:
~ Z
.;
'"
e
~g
..;e
o '"
~ =
'" 0
= Q.,
... '"
0: ...
ZQ::i
..c:i
~
~
e
0: =
Z 0
.....:.c
~ 1;
..., 0
f..J
i:lo.
~
E~
1i:~
d: ~
'" e
:= Q.
~ ~
6~
~ '"
~
.::: '"
... ..
o ~
::;
t-
o
0--
...
""
~
'0'
'"
i:lo.
...
.!:
...
=
W
t-
o
Q\
'""
o
o
M
...
""
.;:
...
'"
is
...
= M
~ In
e In
... 'oj>
tl!l \Co
0: 0,""
; ;1;!
::; r'l\C
'" -c: ...:i In
...o:~-;-
~ 0 "e
::; Q::i ~ .;:
o:~ ~~
:EO~~
~=.5"Z
~=O:=
-=c.:l'::~
...- '"
= 0 ... e
~~~;.:;
~
o
..
~
...
...
rIJ
...:i
~
=0'3 o.
.- =
~ ... ~ U
... e... -=
~ = = ~ ""
ef"'-c:O:
~ '> ~ ~ ~
Q.,=...rIJ e
e","5C-
_ I rIJ._ 0:
t:t:t::E]Q"
~ Q ~.- .;
...., Q. Q. rI:I .
f~8~Q
Q"Q::i_~Z
(1)--0
-5 ~
c8]
E'S
a ~
.B g;
~ cr'
r/J lfJ
-!-'o
u<n
rooo
0..>-,
8-
- a
(1)
c
"@
-!-'
5 .~
8 ro
c v
o ~
~ ro
";; t)
c v
~.O'
8 a
.~ ~
t:f-<
v
8
;:l
u
o
"1:l
~
0-.
~
.....
u
v
'0'
~
0-.0
c c
o ;:l
.~ 0
~u
v 0 c
-B tn'~
lfJ ~ a
.- ""'" ~
2~4-<
_"1:l0
P-. ro 4-<
'-" ~ ~
t::[>..c:
o ;> c
~w.l ~
O:::v..c:
c .i:: :;
o lfJ 0
'.c 5 r/J
.$..c:v
c v..c:
v ~ -!-'
8 0.. "1:l
v 8 c
_ 0 ro
o..uo
8 ., c
- ~ ;:l
-!-'.so
~4-<U
'0' 0 ..c:
d: 8 ~
._ v
'ut:O
~ 8
~-"@
0-.t::P-.
I ro '0
oP-.::::
c I ro
;:l ..c:
oOE
u c v
..c: ;:l..c:
u 0 t::
~ U 0
t:O"5Z
8 ~ ~
"@CO,;;
P-. C! v
..c:..5~
t:: ro ro
o 0... 0..
Z..c:8
v t:: 8
..c: 0 c
f-<Zv
(1) "d -0
~ C C
"d ~ ctl
o u C
....~ .S
"00""
v f-< ro
v "~
~~~
80P:::
0"1:l
u 8 -d.
E ~ ~
v::r: 8
8 "v
a~Q
.g~"d
"1:l C
lfJ C ro
:.2ro..:::-
':::::.....l 0..
ov"s
;g~VJ
.0_ 8
,..., ;.:= E
~ u v
r/J "8
......f' ~
c "@ ro
v ;:l ~
80'~
a.!::: ~
o ~ v
"1:l "~
:.2 .~ ~
-!-' 0 "
'0 z ~
u
on lfJ" 3
.S =--0- 0
-!-' lfJ
:.0 r/J V
V "0:::
"1:l E -
Co..~
ro ro ;:l
" ~ -!-'
gf gf"5
.- 0.. U
q::: 0 "
~ f- C
u .. -!-'
..c:" Q) ~ .
u....: ::;; 0:::
a';;;ES::
v c ~ v
~ .S co ..c:
~-!-' -!-'
V :.0 "1:l 4-<
..c:cco
-!-' 0 ro ~
.5 u ~.B
vonco..
-CVro
O'.c 8..c:u
;.... U) --
-g .~ --g ~
~~r/Jc
_ V c.S
'''..c: 0 ~
t3 -!-' 0 ;>
'(ij"'2 ~ [>
-!-' ro ....:i ~
c
. (ij lfJ ..c: 0:::
C!ct::~
::;;.,g 0 .B
"':.0 ~ ro
.Bc ~
ro 0 v
.0 u~"'2
~"@jro
Vl C) "'"
~'c ~.~
~B~v
c~ ~~
'(ij v v
:s ~ .;>_ ~
r/J-;::
u S
d' ~ g.~
~~;.a=:;
.- C) ro 0
~ .5 0::: f-<
-0
c
ctl
...t::
C)
ctl
v
.....
-!-'
;:l
o
.~
:0
;:l
0..
"d
C
ro
lfJ"
0..
o
..c:
lfJ
~
~
o
:s
>-,
~
o
-!-'
ro
"5
OJ)
v
~
'"
OJ)
.5
-!-'
v
v
8
-!-'
C
V
8
v
OJ)
ro
c
ro
8
-!-'
C)
V
.0'
~
0..
"@
E
v
~
v
--
"@
E
v
-!-'
.5
OJ)
.5
-!-'
C)
;:l
"1:l
C
o
C)
"1:l
~
OJ)
c
'N
'8
ro
OJ)
~
o
.5
~ lfJ
v 0..
-g 0
~~
~
ro ~
c 0
v :s
v -!-'
.D C
lfJ v
ro 8
..c: v
~..i::
r/J ~
~ .5
~
c
o
'5iJ
v
~
"'0
C
ro
c;:;.....
C) g
,.2.0'
lfJ ~
.<;:: 0..
V
..c:..c:
-!-' -!-'
.~ '0
-!-' -!-'
U C
V v
BC
~ 0
0..0..
v 8
..c: 0
-!-' C)
t:: c
o g
2: OJ)
;:l ro
lfJ....:i
o..c:
-!-' t::
ro 0
~~
"1:l v
r/J--a
G.....l
~
~<B
-!-' ro
~~
gf"@
._ C)
c .-
'(ij gf
-!-'-
C 0
8:.0
V "'0
~ ~
~ >-,
~ tl
"1:l . S
r/J v
-..c:
d u
v -!-'
..c: c
-!-' v
lfJ 8
c:.o
'(ij v
-!-' lfJ
C "
'(ij C
8 v
>-,8
- >-,
E.s
v ro
l:.D
;:l Vl
C) v
"'0
"'0 ;:l
~u
.5
"1:l
v ro
-!-' -!-'
C) ro
;:l"'O
b Vl
Vl:.2
8f-<
C)
o
Vl
"@
lfJ
"'0
v
V
lfJ c
ro OJ)
..c: c
~'o..
r/J 0..
~ a
~ '"U .~
OJ C
;:l ro.D
cr'c~
~ 0
.g .~ c"
lfJ"5~
v 80...
-5 ~
'-:-< 0 "@
o ~ c
on c .S
c ro bJ)
;EO::;~lfJ
ro .D c
~ v ;:l 0
C) . i:: VJ .~
~~"'O"'O
-!-' C V c
.5 2"'2 S
.~ ~ s ~
~ lfJ" 8 ~
o ..3 8 0:::
-!-' .- v "'0
lfJSO:::c
~ t:: ro
gov"oO
~o..;>c
0.. oo....c :.a
~ ~ c
~"1:l~;:l
r'\c.B~
~ro-"1:l
P-.lfJ~C
v 8 ro
-5~"@:s
"1:l .D 8 .~
c 0,- ;>
ro "'~ bJ) v
-~o:::
~ d'.g .B
f.l.:l .S r/J .$
z.<;:: r/J
V "'2 --g lfJ
-5ol:E
.su~E
'S: c ~ v
...rop-'~
0::; . :;
v cr'
..c: v
-0:::
v
u
5 :;
.- 0
[>-54-<
0...- 0
~ ~ lfJ
-!-'
lfJ V u
&:::=~~
ro.s~
-;:l.....
lfJ~
lfJ
.~ OJ
v.s
lfJ
;:l V
0"1:l
_ ;:l
U
.5
:::::
~
.c:,
~
a
:
~
~
~
~
:::t
~
~
~
.::
~
~
~
~
~
~
~
'...
;;..
:s
~
~
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
'"
"0
I'i
fit
'"
::l
~
~
c
e.
....
'"
o
U
't::
v
....
fit
.s
....
'"
w
.;
~;o
t'l V
~~
= .5
.s ...
... '"
.. ..
-a~
e
0-;
u,;:
OJ
~~
't::
=
t'l
'"
'"
v
...
't::
't:: '"
< ~... ~
o(l ~.Cl
.. t'l e
e = =
t'l~:z
:z~..
~"'... ~ ;
....., .c:
~ f: Q.,
~Q.,o(l
o ..
e
t'l
:z
...
OJ
V
.....,
o
...
Q.,
'"
~'"
e
~:E
....:E
o 0:;;
.. =
... 0
= Cl.
... '"
t'l V
:z~
.cl
o(l
v
e
t'l =
:z .::
t: ~
.~ ~
E...."l
'"
~
E v
r;::;9
'"
.s c
.~ e
i ~
6~
~~ r.I)
e:::
~ '"
... fil
e 11:
::::
'r:
....
....
-
...
OJ
..
.....,
o
..
i:I.
v
...
+::
=
~
'r:
....
....
-
l:>J)
=
'0
l:>J)
,
=
o
...
=
v
e
...
...
fil
Cl.
V
~
=
o
+::
fil
..
...
OJ
..
~
-g Vi
fil Q
~.., C
...:::QO.....
t'l...M
':00;;;5
.... '-~
~~ ....J_
~ M ,"",_
..!.~ ..;'~
e:ze=
.~ IJ1 .~ :;
~:::i~~
~
o
4i
~
v
v
V'l
....J
.;: '""
U ;;:.
I ~-=
..:l: o(l .~ ~
;-;-u
Q.,-=~..
't:: .. l:>J) 't::
= e = fil
fil =._ ~
r;; Q t: ..!.
': .!:: 's e
::: ~ ~ fil
E-<~~~
'"
:.2
f--<
..,
Q
a--
f-
,
111
111
f-
~
-<
~
'i::
I!)
.5
@
0.
I!)
Cl
s::
.2
{;J
I!)
....
u
I!)
~
-0
s::
ro
'"
--'<:
@
~
....
'i::
;:l
o
U--'<:
....
I!) ro
~~
q] '"
ro I!)
~ 3 ~
~ ~.5
I!) f-< '"
-5 ] .~
~;.~
I!) 0 '"
.~ d) ~
;> ;> 0
~ ~ ~
CCJB 25
s:: -0 '"
'5 ~ -<
I!)'- V'l
.5 g.;.;E
CCJI!)
s:: ....
d) ~ g
t;;.S i:::
E ti ~
I!) 0.-<
~ ],sf-
2 s:: "i'
'S;: OJ -
5 ~ :s
-o2C/l
a .;; ]
5 ro
:~ 0) OJ
u..c~
CCJ ~ I!)
c ~ >
:.al!)-<
';; g-5
2 5.~
0.-0 -
.~ a :s
~I!)C/l
C/l @ i:::
6 fr ~
5.~
]B~
r;:-:~:;.,.:-:"'.':':::"=-~:-~';:;~~.z
J n
iii
~ li.l
~t::J
~
Ii
1'-
~
:3
'"
s::
o
u
..." Ii,
'1 ,/ ','<
-. ;"'fE'l5;'
..l" ','.
V;>-'t>.~J3~~
g.~"", t;;~
~s~-o'" I!)
-0 ",I!)i:::ro_C/l
s:: <Ii';; ro I!)' ~ -0
j]~;;3~]a
][~;.;Es::ro....
.....0.);> ~~~
] 5.-<~ 3~~
ro.....C/lrooO'
~ifj~: ~ 0)
~;.;E;:,:a ~'3~
en .OJ+-'''O~C?
52 ~ ~ '0 a ~ 's
~ ~ lZl ..... ro
~udJ~.~~~
:€ .~ ~ 0. lZl ~ d)
~ 2 0..... u ......<::
o.......~ 0""0-
CCJ 0. '0' i::: a
.s ~ .~ ~I!)' 1!)5. <liI!)<Ii 2
~B~bJ) ~
a.--.s::ro-5@~
it:: a 8. a ..<:: t) .;;
oo:~a.",::I!)....
~ . +-' ~.~ ~
] ] ~.~.~ 5. ~
roCCljo:;:..s~
-ol!)a5.S ~
..g ~. a Cl <IS.5 ....
Cd)u~oQ.);""
~ :.::, I!) -< S'~,~
cd c'~ 0... g ~ ro
"'O~o..d)d)lZIt1)
1;:J o.Cl..c::.D CCJ"O
-o1!)~~o~1;:J
~ .~ <r.: B : ';; I-ol!)
~ C ~ CCJ:~
'2 ~]'5 ;> ~ ~
~ :~ B .~ .~ ~ d)
~ - ..... oa :n
-< ~ .5 ro ro ro
V'l 0.."':: '" t) ~ 8.
;.;E, ] ] 'i:: .g 25 ....
~ ] ~ E 8 ....<2
.;: 'i:: -0 aU;:: s::
..... 0) a 0 '';: 0
~ r/J U .- ::3'-
.5 ~ [~ ~ I!) ~
't:: 0. 0'- ...<:: i:::
:;~~]~~s::
o -< CCJ;:l ::r:._ 25
u Cl ,5 .: ;.;E 'i:: 4-<
]U-l"':::::N..gO
fil . -B ~ ::r:'- '"
= ~ t;; -0 U .5
o-<Us:: .~o
~ Cl'1: <Ii 'i:: I!) 0.
.!!U-l-5....~~I!)E
-;tJ~g"3.....~-s~
U 2 8.~ ~.g t; B
~~:e]:.a ~~
Q-<a~~~~Cl
-';'---.-
:~\
.i:lJ
i .... ~
L~~
~
-~
~?'.>
'Cl::: ~
~'-l
~~
~
....
C<J .::::
.S 1: "t
.... li.l li.l
.~ ~.~
~.... ~
P:::~ ~
~ ~
'~S ~
~"l::l
:l:.!:: S
!'1;;"'..:::
~~~
a ro ro.;; ~"5:€.s ~
0: B .5 U 8 S ~ I!) U-l
.~ CCJ I!) I!).S! ~ %J .~ Cl
V'l ~ ~ -5 8 ~.5 ~ -5
u Cj co; c ~ r.n .::;:
.~20)~]~ga~
j EI!) .~.E ~ ~ ~ .~~ g
U C ..... ~ ro ~ ~ ::: .S::!
C/l ~ ;/) 0."<:: I!) ;> '" "0.
ro ~;.;E ~.~ @;;3.s 5
gp8 ,,-5-< @";.;E"':: U
'0. a -;n '" C/l 0. '.s.5
o .s ~ ~ "'0 ~ .~
~~"'~1l1;:J~~-B
-0 ~ :.5 .g -0 s:: I!) '" .;;;
.5 a 4-< <Ii .;; ~ S 5 I!)
:i~i~!;~~~
-<....o.Os::4-<i:::CCJs::
Cl <2 '" a ro o.~ e .~
~ -< -0 ~ '" I!) 0 '"
~ @ ~.9 a] -0 t; ~
u ..... ~ @ Q) "'@ ~ .
~~~~~ ;S c e~
fj ~ ~ gf ~ ~ ,Ci.g a-<
@ ro '" -0 0 ~.- I!) Cl
s:: 0 .~ I!):g ~ U-l
[~.gtOE I!) CCJro 8-5
f1 ~ i:::'E 1l go.<:! I!) a'~
tr.I 0 ~ 0) ~ .= r.n ~
]vE~~"'O~~E~
~-5 ....-oCCJa[o ~g
l1) }...~~U'J"O+-> 0.
-5-:S~ c l1) S ~~ ~c
~ ~ 0 ~ -:S .S: V 1-0 C 0
.~ .: ] ~] ~ ~.[ ~ :~
~ ~.~ ~ ~ 1n tr.I 0. ~
.~ '" -0 ~ I!) s:: 0
.;;; "_~ .~ ~ to:o .!2 ] 25
~ ~ ~ ~ ..... .- ~ ~ ::: l1)
"'" ~':; E s::! 'i:: '0; t3 ro-5
~ ~ ~ ~..g;;.- -5 s::
I .C ~ ] ~ .- 0) ~ l1).-
-= ~ 80.-<:::::-5 a s~
e .5 '';::; '" Cl ~ I!) s:: ~ a
~ gp S::I!) ~ U-l ..... .5 ~ I!)-;;;
- :> I!) ....... So.:::::'-
..:: I!) OJ -< U V'l.... .;: I!)
..........Cls::;.;E22;>1!)
~.... U-l0. I!)';;; I!) b
v rot;; 'i:::-o ~-o
~ .5 4-< '0 ~ ~ 0 t;; s::
= a 0 .- 0. ~ i::: ro
~ .- :;:.. - U'.l.~ y) r.n
6: <> CCJ ~ .& I!) i::: _ 'i:: -0
5..5 .;:: ~ .~ .s::.a OJ_8
QI N"- .- ~""O;>
.'t:: bJ)'C;; ~ 0 "'0 ~ ~ Q) t)
V'ls:: CCJI!);:l E~
CJ:.a ~ c c .~ ~ 2 1-0 bJ)
~ a ~.- > ~ ~ B.~
t'l';; s:: s:: ~ ~ u ~ ~
e 2 's's ~ I!) gp ~ s::.~
~ 0.:.::: :.::: .bi:J -5 .~ <r: .~ ~
"'''''~~S::4-<;:lCll!)o
V'l.D 0. 0.U-l 0 2 U-l -0 ~
:s:
~ ~ .~
;>..~ VJo'r"O lH
E"""'o -0 o.s::<>B 0
..:;:2ui:::~sot;::CiI!)
~ ~ ~.~ ~ 0.. 1) ~.C: ~
C/l U-l ._ ~ Q) s:: I!) ._ o...c::
~ Cl ~ E ~.2 a ~ ;>. 2
v ::: :::1 ~ .~ ~ 52 ~ ~
-5 5::::: <B .::: Ci ~ :8 5 0....
.... E ~.5 e t; ~ U
~ ~.!!a "0 ~ ~ .51 ] g:g
2 ~ CCJ ~ ~.::: 0 s:: ,Ci ~
0. <Ii ..2 bD'O Sl ~ ~
~ ~ .S:: OJ ] B:n ~ ~.g
~ "'';:0-5:: 2 a o.~ gb
I!)", 0 -0 ro "";:l ."""
r; U C . "'" .... I!) I!) '" :;::;
'51 5 '" ~ 1l ..<:: f-< ;> s:: E
..2 Sl~ ~ all] ~.g-B
o ~ ;:l.... '" f-< '" ro .;;;
-g -::: ] ~ <@ ~ '" Cl.5 Co
..<:: .v f-<.- I!) ro I!) cr: 0
OJ "5 -i': -E. 0. I!) '03 -< ~ Ci
E a 0 e ~ .;:: I!) ~ CCJ "'"
-0 s:: ~ CCJ 0 .~ ~ -5 .5 ~
I!)o-oo",o._ .....i:::
fr'~ <> 2' t;; OJ S ~"3 ro
U s:: t;:: ,",- c r; 3
~~:~I.g~~~~
E E .~ "5 ~ ~ EO::: E-
I!) I!) o.ro-<-O <Ii ~ I!)]
~ E 'i:: o;.;E a "0. ",.;; ro
u ~ ~ 5 2-~ ~ ~ ~ ~
Vo..C::o v~~-oC
-5Q25U-gb"'i:::S::~
CCJ ....1!)-5 :;':.a::~
.::: 0 t8:o /1) J; c Ci?- ;>
~ s:: ;>.~;.;E - ro o::r: 0
'" g U'O; s:: 4-< U V'l ~
] u ~ ~ [i:S ~ .~ ~ ~
.g ..g ro i::: ~.~ i::: .;:: 0.
I!) ro .... ro '" '" I!) -< ro a
:;. Cl,O.... S::o I!) s:: rl C/l "S! .-
;> ~ol-o~::;-O
t) .;:: '(;:j -0 ......f: 0. 0 I!)
vt:i-v-........~'"'Q)y) ~
'2'0. ~ ~~ .g ~ .~ .~ :g .~
E <Ii I!) .... ro ro'-
-5 .s ~ Q) "~~ ~ ~ 3 ~
1!)"o1!)~~::r:-o..8~"O
~ a .8 .- rJ) 0 1-0 ~
I!)~-o ~ a':'<;;]f-< i:::
.5 Cl I!) ~ II %J .!2 ~ -g .~
~ ~"E"9.a ~ ~ ~ ~
~a'(;:j~..<::~~~-O
.~ ~ ~ ~ ~ :an ~ ~ ~ .~
~ .~ ~..g ~]] ] ] ]
~~::::]~o~-o-;::~
-<i5~~~~OJ~~1!)
C/)+->~t)t3~~--ooo-5
;.;E5-5~<li1!)1!)~1!)i:::
I!)Erol!)~I!)-5;>CCJo
.-..<:: ro..2 -0 CCJ-o
t: ~~f-< Cl ~ gp-B,g ~
~ .C ~ c ~"i: a] ~ ro
l:>J)s::u....o<li;:ls::o.D
= ~ .....J ro '';::; _g -0 .- '" s::
-..:~CIJ"O~ -ooCcd
... .... U-l 3 .5 ::::: -B -0 .,g "0.
'13 -B I 0 S'~ g ] 0:; i::: .
&.ro~..o~ ~+->uo~
4> ~ cr: -g OJ.~ s:: ;>....s.fiJ ~
Q., ro U-l ro Cl CCJ 25:';:: CCJ CCJ.D
] ~ 0 ~ -0..9 v t.::::.e S
= C; s:: ~ a.2.D ;>"E a '';::;
.. r:;:; Ot;; -;:::.D Sl B gbro ro
e ..<:: 1l i::: I!) a t;; U-l I!) 0.'';::;
~ ;; ~.!2 :s ~ _ 0 .... ..2 .;::;
... O.DuU-lf-<:::::UClI!) '"
.;: V'l I!):.a 0 .... ~ -o;.;E i'; -B
=].D "'U~ ~~::::-o;.a
~ ~.::::: .~ '0 s:: ~ Cl "'" ~ 4-<
't:: ,....., ~ '-' o;:l "'" C/l ;> 0
= U-l '" I!) i:::',;::; '" ~ -0 -0
t'l 0 s::..<:: .2:.a I!) ~ a -< ~
= U .!2 ~ OJ -0 ""'"'" C/l 8
-.3 "'{;J {;J"O.-<:aV'lU-l;.;E
~E~~Eo",:;.]8~<Ii
= il);':::'- u -0 ;> ~ t= s::
.- s:: I!) <> s:: i'>..<::.s.- ro
4i 'bn -0 -0 ] ro (ii ."':: S S
~ s:: -0 0 ~ '" s:: ~ .8_.D 0
't:: U-l a ~ CCJ ";;.;:: I!) ~ <i::::
] '0 -;;; gp.5 ~::: a ~ .... '"
... 0.';:;'51 -g f-< ~ .;: t;:: g ."'::
.. .... I!) bD - -0 0. I!)';:: I!) -0
> O....ro Us:: i:::il)CCJ~
.,. Uf-<!;::.5 ro-< 0;> ro u
I!) OJ
vl u v
I!) s:: ....
~.scl)
.u .~..c:
o "'-
~~o
-<rl~
-0 .::: C/l
a ~~
s:: I!) 0
'(ii .... -5
~ 'i:: ;:l
CFJ /1) ~
. .5 -0
@ a ~
o.ro
~Q.s
-<
C/l
;.;E
oj
.;::
I!)
."'::
i3
i:::
.;;;
<Ii
p:)
I!)
;>
.;::
Cl
-0
.:::
p:)
'"
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
's
t;
0.
:::
I
'"
'"
ro
U
~
w
o
<l)
-B
"0
c:
ro
c:
.S:
'til
.~
0..
g.
~ .
's c
..... 0
<l) .-
0.1iJ
<l);:i
u u
.....-
:;j ro
o u
"'"0
~ 8
- '"
ro .....
E:D
<l) .-
s.c
c: ~
2 11)
0> ~
c "C
wo.
E 2
._ a.
~ g.
<l) <l)
.c"O
..... :;j
<l)U
..... s::
ro ._
0._
<l)-
..... .-
o.~
- '"
:::: s::
:. 0
8 'g
ro .~
<l)-
f- a.
a.
U ro
<l) <l)
'-' .c
2f-
a..
-< ~
CI)";j
:;s ~
0:'::::
.c a.
f- g.
;;. u) .....,5 lIi
~ 23 ~ ~
::;.;:; 8 ~
",roo"O
_;:i-ro
g ~ ~ 2
U'l eel +-' ..-
.gU<l)g
~~--g~
-orouE
c:.5 s::.-
ro~::"2
u--o::::U)
:..a'"O~o
a. s:: '" a.
~roc:2
0Il",..'20.
os:: a. OIl
0...'2 <l) s::
.8 o..c 0
<l)<l)f-ca
-5~a.iC:
].5 S.g
ro~{jtl;;.
c""d rJl......
..'2"O"2call
~ ~ ~.~ 2
.<;::0Il~~0.
rJl C V ........ Q)
ca:.a""dtJ{3
..a~cS'o
<l) 0Il.s: 1j .....
...c:eD~uE
+-,cuU'lQ)
'- .;; ;.::: OIl S
o ro a. c: .-
E.. ~ g..:..a ~
.~ ~ +-' ~ 0..
tl c 's OIllj
s.....S ""' lU +-'
C ~ 0.:: ~
0- a. '"
o.~calj~
;::Jca'E~;:::
I () do) '" Q)
'" ~ S ~ ~
cs::c:.c",
.,:!dJ9gro
~ 5 'S: ~ ~
== ~~ ~ ~
e 8 <l).S: s::
Cl. S -5 'til .S:
.,gs....cPc
~ ~ .- t2 t1)
.. ro "0 >< Q)
Q ~ ~ <l) .....
cca.2,nc
~ s:: u s:: "0
.~ ~ .5 .~ t;
Qi<l)<l)-O~
Q.....-O.c
....0;_ "0
o 8":::: ~ 8
c5.~u'"
.~:::: C ~ ~
~ ._ ~ ro a
...~0.S::0Il
g, -< ~'~.5
QJ(/') v"'O~
~ :;s 15 '0 2.
~ U'l CCl
<l) g.] U
-5..<::0;0'
.' U .....l W
N,-"O<l)
. 0 <l).c
o ..... ~
z ~ CIJ ~
c: blJ 0;
'"d <l) s:: 2
c:so;
ro <l) "0
2}.::: ~ -< ~iJ
<l);:l 0....-
11)0';>'~@
~~::aii~
v +-' U'l-
.8-Bii~CO
;9 s ~ 8"g
~ 9 0 ..... ,,'
0.<';:: ....."0-
S <l) .;; 8 ~
:.:gct)o
ro ro w._ 0
'~'C IV ~ +-'
ii ro -B ro 1j
~;>.c;:::c:
o ro ....... .- cd
a. ..... .~ ~ "0
lj<8<l)-<ii
....... -0 ~ r.FJ .t::
.8 ~ .5 :;s ~
(l) 0"'0 .......
8:E Ci ~ "2
0) 0.- .......
I 0.. () ~ .-
,-.. -us
-;~:::::..::::..:::
co~o.",
o 0.'-
:c,;;;;i-<~
~.2:;SB~
Qi ;>. a.i O'.~
""o;"Ow.c
cSOs::,';;
.:: __ u cd .......
:; co ~ ~ .~
> g.;:; [ "0
~ >r.l e ~ .':l
I- -- 1;; &.~
= "0'- ()
~ t-a .5 .8 s;
_OS2~
oco"O~
..:c;-<wt:
8;:: co@
u~3"O<l)
....u 08";::
~;>.uoo
;;E~e<::~
=roro-<<l)
~6qo...15
= -'s ^ .
c.'Sro.....lgf
Qi s:: .- w.J .-
5S:;S~@
8 c::lj S:I:
.:: 2 ...... cd u
.. .;; '0 biJ;.:::
c c:: -.:t 0 -0
~w.JNd:6:
:;..
~
.....
...
.....
0:::
05
~
~
c.;
Ii
.~
.....
~
.....
.~
~
~
~
~
c.;
Ii
~
.-
:-.;
:i
.~
i::
~
~
~
~
~
~
';::
~
~
~
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~~
....~
<II ~
Q -::;
c .5
= ....
-.;: r.f.l
~ ~
Q.~
8
= <II
uS
...
-0..;;.
'"
'"
~
...
~
~ '"
< -...
~ ~;.
~ <II,.Q
8 ; 8
.;,~=
....Z
'" ... ~
--a... .~ =
~ = =
c .....c
~=--=--
O]~
t:eu~
.:!!, 8
= <II
c: Z
..;
'"
-8
~~
.... ,.Q
= "Vi
~ c
... =
= Q.,
.... '"
<II ~
Z~
..ci
~
~
8
<II C
Z . !;
1j ~
.:!!, ~
e..:l
l:l.
.;
s ~
6_
.= ~
~ .-
.oS '"
C,/ c:
.. e
-= Q.,
~ ~
...~
.s '"
-
... ---
= '"
... <II
= ~
~
~
<::>
lA'"l
....
...
OJ
'0'
..
=--
~
.::
....
c
~
<:>
o
It')
N
<:>
<:>
N
c
=
<=
<II
~
...
...
~
~
~
C
<II
""
<:>
'"
'" r-
-t .- \Q .n
<IIQN It')
=--~:;l; ~
.... =-- - It')
=U~QO<:>
=Q~NC.
O~.....~-..
U 6v:J ~ e
~ .,..'0 c:
~ ~~..:l::
Q s . ~..
I .... ~ ..:;;~
'5 :; i s c
.~ fr It') .~ ;
~Q~~=
~
=
..
=
~
~
v:J
c
~ c ~
E ~ 8 ~
~ c _
.... <II ~~c
..c ~<IIC
~;;; cl:i=
~ ~ .. <Il =
~ = t:: e u
"'Q..... .-
~v:J~E~~
r;.:l c.5 ~''::: <II
.. ;. Q. ... Q
bJ):': Qi r:::::: = I
.5 P- c ~!: '5
I. fI'1 O6JJ'- l'I) e:
~ e: = ~ =._
Q~~Cl8:;;
-0
Q)
-0
;:l
u
.5
rfJ
..><::
rfJ
oj
f-<
;;..
-0
2
C/)
g
:B
'r;;
oj
Q)
(..I.,
\:
o
.~
....
-0
;;..
..J::
Q)
ez:::
Q)
-g
5
bJ)
\:
.t::
Q)
Q)
Cl
Q)
..J::
......
.5
-0
Q)
ct;
0...
'u
.~
0...
~
C/)
~
'-"
u
\:
-
rfJ'
Q)
ct;
'u
o
rfJ
rfJ
<C
cld
\:
'(ij
~
C/)
ci
~
~
-0
Q)
'-'
Q)
Q..
S
o
u
Vi'
:-s
.D
\:
.2
......
u
;:l
....
'-'
rfJ
\:
o
u
t
o
0...
0...
;:l
rfJ
o
'-'
rfJ
\:
o
o.g
U
t;:::
'u
Q)
0...
rfJ
Q)
-g
5
gp
.t::
Q)
Q)
Cl
Q)
;S
<H
o
\:
o
.~
....
-0
E
Q)
....
....
<8
\:
.S:P
rfJ
Q)
-0
bJ)
\:
.t::
Q)
Q)
\:
'on
\:
Q)
t'3
Z.
Q)
u
\:
o
u
Q)
~
.;;
oj
-0
Q)
:5
......
\:
Q)
~
I
;;..
-0
;:l
......
C/)
g
:.0
'r;;
oj
Q)
(..I.,
-0
1@
rfJ
1@
0..
bJ)
\:
'C
Q)
Q)
\:
'on
\:
Q)
-0
j:!
'(ij
......
Q)
-0
o
......
\:
bJ)
'r;;
Q)
-0
t'3
;:l
......
0...
Q)
u
\:
o bJ)
u s:::
-0 .-
Q) a
]..:3
oj 0...
o...\:
&3 .2
<~
OD.-=:
.5 S
t:......
.~ 2.
~ .5
-0-0
1@ 1@
s::: bJ)
.gf'€
Q) .-
Cl E
bJ)Q)
s::: 0...
'C C
Q) oj
Q) rfJ
s::: rfJ
'on Q)
s::: ~
~ \:
.
.
vi
Q)
rfJ
o
e-
;:l
0...
t'3
s:::
o
'.g
Q)
13
Q)
....
-0
s:::
oj
ci
o
.~
C
Q)
rfJ
s:::
o
U
ci
o
"fa
u
;:l
-0
Q)
....
<8
Q)
rfJ
;:l
Q)
......
'r;;
Q)
;:l
s:::
O'S
o
u
o
......
-0
s:::
oj
~
Q)
S .el
s::: .-
e E
.;; &
5.5
Q)-o
;S Q)
o .5
...... oj
......
rfJ s:::
...... 0
g U
o...rfJ
S~
.- Q)
Q) 8
.~ ~
8 .-
'2 g.
.- Q)
8 ~
o 0
...... .-
ct;
s::: bJ)
.9,,p
g's
....
t:i u
s::: oj
o 0...
u 8
-0 .-
Q) Q)
~::o
s::: ~
oj .-
~o..
0...
I oj
s:::-o
o ~
.;:: ~
u Q)
2 S
t;.:B
s::: 0...
o S
u_
.
(]) rfJ
U oj
a
S:::OJ
t: ~
<8 rfJ
[) oj
0...bJ)
bJ) .5
.5 5
rfJ ......
;:l '2
rfJ 0
~ S
u
u Q)
;:l rfJ
rfJ s:::
o
0...
rfJ
Q)
....
s:::
o
o.g
....
~.f'
..J:: s:::
Q) ;:l
.... S
'b 8
~ 8
Q)
8 Q)
Q) >
> .~
Q) ......
:.a Q)
u bJ)
oj ~
] E
U Q)
oj ...
.):l bJ) <li
, s:::-
1@.s{l
- U
0...-0 ;..:::
~ ~ 8:
Q) ;:l oj
5] ~
bJJ'- ...
oj bJ).el
1@ .5 5
sss
-0'- rfJ
1@ a.~
rfJ~-g
s:::
.2 . 1@
......8-
~ oj 0...
[5h E
o 0 Q)
Q) a E
...... Q)
'r;; s::: gp
oj .g 1@
;S ~ 8
.~ ~~
Q) -5 'r;;
U .... ....
1@Q)t.8
"E;SrfJ
8 <H .~
uO.o
oj rfJ Q)
S:::Q)..J::
-~......
..J::-O
0...Q)
s::: -0
..:3 5 .;;
tl...t:: e
Q)o...o...
U bJ)-o
~ s::: s:::
S:::'C oj
~.gob
.~ -0 .@
~ ~ .g
]'~ a
oj ~ E
bJ).- U
.5 rfJ 'on
.... Q) 0
05-
.t:: r.n 0
a~..s
~EE
.
~
=.;
==
~
....
=--'
~
~
.~
t
~
~
~
~
....
;..
~
~
~
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
V>
"Cl
I:
~
V>
:I
..
~
c
~
....
V>
..
U
'C
~
....
~
.5
....
V>
~
..
~:o
~ ~
Q~
= .5
.. ....
0';: l:I'J
~ ~
- ...
e ..
..~
U.E
'"
'ti~
V>
V>
~
...
'C
'C V>
< ~...
0(:1 ~ ~
~ ~,Q
s ; s
~ ~ =
:z....:z
--: .~ ~
~ .. ..
= ....c
~g.,g.,
0]0(:1
t; ~ a.,)
.~ s
c::> ~
c: :z
<.i
....
~ ::
~ ~V> :c
= S';;;
-= .:: ;
:Z~Q.
V>
~
CI!:
..c
=
c::>
'';:
~
'"
c::>
...J
0(:1
~
s
~
:z
....
'"
~
....
~
~
.i
e ~
6_
.~ .Q
b>; .~
~ '"
- :::
.:: c::>
.c c..
~ ~
...~
.E: V>
-
.., ---
= V>
b ..
c::> a:
~
o
on
-
....
'"
'"
'0'
...
g.,
~
...
'';:
C
W
o
on
-
0Cl
Q-,
Q-,
-
~
'C
~
~
'13
~
~;;;
.c0Cl
:i:: "r
~~
~ ~rt')
Qj ~ ~
= t~
=0...-
~("f")=--
~;;;"'~
S 'C .... 0 CI!:
.!! ~ ...J ; "'"
~>~::Q
.... ". ...:- ~ .c
c::> ~ S .... c
.c ~ .~ ; 1;
U~~e"U
,,;
c::>
c::>
~
~
c::>
~
l:Q
~
~
f'-j
.:;:
Q ...J
V> ~
~ ....
.: ~ .6
~ s c
... ~ ~ =
c::> ~.... c::>
~ e ~ U
..:=:: Q. S I)J) ~
... S c .: -;
~ _ c::> ... Q
g., 'l!: .!:: ~ I
.~ C ~ ~ 's
1:: l: ~ o6"Jl ~
d~o(:I~~
~
.....
ro
0...
(J'J
'€
;::l
u
;>-.
.....
.....
V
o
S
ro
~
4-<
o
.f' "'2
u -g
u
.S
V
..t::
......
.S
"0
V
~
0..
'u
'€
ro
0..
,-...
~
VJ
::s
'-'
u
c
-
vi'
V
~
'U
o
(J'J
(J'J
~
0(3
c
.~
~
VJ
c"
~
~
c"
01)
'r;;
V
"0
V
01)
ro
c
.~
.....
"0
.....
V
~
~
S
23
......
(J'J
V
01)
ro
~
u
o
'"0
0..
S
ro
.....
~
o
..D
01)
.S
......
(J'J
'X
V
"'0
C
ro
(J'J
V
U
'S:
.....
V
(J'J
01)
c
.;::
V
V
c
'51
c
~
~"
~
~
.....
V
;>
.;::
~
V
c
ro
4-<
o
c
b1}
'r;;
V
'"0
d'
.::!l
(J'J
V
'"0
~
.....
I
0..
.;::
.....
V
"0
;:;
o
..D
V
.S
'0
.....
o
..t::
(J'J
(J'J
......
c
V
S
V
;>
o
.....
0..
S
-
I
'"0
~
0..
~
V
.S
'0
.....
..8
VJ
(J'J
......
c
V
S
V
;>
o
.....
0..
.5
"0
ro
V
:f2
;:;
..D
"0
C
ro
~
~
==
~
~
~
....
l::
~
t:
~
~
~
~
....
;..
~
..
..::;
~
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.:::
.~ en ~
..c;:~-
:;~~
:" ~ '"
..;: 0:>
... e '"
~.:: aJ
0:> ~ ~
~
c;
=
...
""
~
~~
o:l ~
Cl't;
=: E
.S .-=
... '"
~ ~
'Q...
E Q
Q
U
~
'"
'"
~
..
"C
"C '"
~ -..
~ ~;:;
~ g.Q
E o:l E
o:l ~ =
Z...Z
"Vl ~ aJ
~ .~;
=: ...c:
i:=ll..ll..
O]~
't ~ ~
.~ E
Q o:l
~ Z
.;
'"
E
~:E
"-:C
Q 0;;
... =:
.. Q
= C.
... '"
o:l ~
Zi:z::
..ci
~
~
E
o:l =:
Z ,5!
...
aJ :;
'~j
..
~
..;
ClO
ri
....
""
'"
....,
o
b
ll..
~
..
'''::
=:
W
ClO
r>'i
\0
0\
0\
1'""1
.... = 't:l
Q l"'l C \0
== ;;: ~ trl
~ l"'l ~ l-o Q6
e ...:l;:~N
1:: ~C~trl
~'" ~~"trl
Q. ~ .- l-o ,-.,
~~,-.,e=~~
io-l=~~("l~r-
C~~~ ~'il~
C ~ ~ ~ ~ .- C
=~:::~~e~
Q_io-l> ~~e
U ~ '-" -< ~ .- .....
~===='t:lQ~;
't:l~~C':::""Q.
~eeMCQ~
QC~ '~SQ
...!. Q bIJ ~ ~ ..... l-o
e .!:: ~ CI3 C ~ ~
~>~ .cl-o~
~~~~~iS~
~
Q
~
~
~
~
rJ:J
";,
== ~.....
~ ("l C
e .;; .g
C l-o ~
o ~ ~ ~
.. rJ:J M .S
.- bIJ...-! ..... C
> C 'C ~ .~
r~ .- ~ Q .....
....~~.c~
~~~rJ:J~
:= .. e ~ :E
.:: ~Jl ~ ; .5
U~"",~rJ:J
<1) ::: <!)
..:::0":::
~...... i-'
co3
:::o~
'C -- U)
ro tI) <!)
0. ro .;:;
<1) ..::: .;:;
6-.g@
::: ~ g.
-
.-.-.'''''' 4-l
~~ 0
W ~ ~
0",8
'-"88
1:: ~ ~
<1) <1)
8 ~ ro
<1):::"0
~4-< ~
::: 0 ._
~ 15 6
~.- 6-.
'i<j
a'38-<
u P.Vl
3~2
~ a
<1)coci
cc; ::: 0
-- ;.a :-2
ro~"O
1:: - "0
<1) g ro
8'- :::
s=vr~
o <1)
;.....- .
.;; g ~
::: <1) 0
W ~::;
4-< >. :::
o ..... 0
o .-
1::'i<j'i<j
<1)_ N
8 51:-;:
t<1){l
~....-
0. _ tI)
)< ~ <1)
i-l ::: .S
.0'-2 Q)
::: <1) ....
~ P...2J
o <1) '"
U-s"O
<1) ;>. &l
~..oo
o "0 g.
.~ ~ ~
8'- ......
ro g. <1)
.- <1)":::
2....-
"0 ~ .5
~ s .~
or;;..p 0...
tI) ro <1)
~ .~ "0
~r5.."-"
-< P.~
Vl ro :::
2 ""' .9
~~ ~
uW '"
:::'-'",
~.~ d
vi" 8 b .
<1).... "0
'i<j <1)- <1)
._ 0... ~ :::
g <1).- t::
'" ~ 0.<2
"'~.o....
-< ~ "0 g.
_0.,) <1) ::: <1)
"Occ;ro..o
::: - ci 0
...... cd ro ........
cd ~ - c::
::;Q:jP.o
Vl 8 <1)';:;
t:: - u
ci 0 '[jl 2
C\$.::: ... ti
:=;>0.
.- ::: ro 15
2 W 8 u
ki
0..;
s::
.~
--.
~
a
.~
<:u
t:
~
~
I::
~
.;=
~
..:;
;;..,
~
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
---
'"
't:I
;;
'"
=
co
.::
E-<
==
e.
....
'"
co
U
"0
\Ii
....
0':
.5
....
'"
~
oj
\Ii---
...."0
0': \Ii
Q~
= E
.!: 0;:
.... '"
\Ii \Ii
- ...
E co
co -;
ue
...: OJ
w..:=-
'"
'"
\Ii
...
"0
"0 '"
~ ~...
0(I~~
\Ii O':,Q
E ;; E
0': ~ =
z....z
..: .~ ~
\Ii co 0
= ...-=
~j:l.,j:l.,
01:0(1
.... 0': \Ii
~ E
00' =
~ z
.;
"= :E
~ ..en :E
= E'r;;
~ .. ;
Z~c.
'"
\Ii
~
.c:i
=
.~
....
0':
OJ
o
..:l
0(1
\Ii
E
0':
Z
....
OJ
\Ii
.C'
...
~
.;
E OJ
~~
'"
~ g
:c Q.
it ~
6~
~ '"
~~
1: ~
co ~
~
....
OJ
<lJ
'-'
co
...
j:l.,
\Ii
.::
....
=
~
....
=
\Ii
E
....
... <::\
0': <::\
C. t-
\Ii t-
Q ..b
= Q() .".
.~ f"ol .".
~ ;;; Ii1
~..., Q
OJ ..:l C.
~~
"0 '5 ;$
;; .;: ~
i~~
~ ..r :S
\lirn~
"0'" N
~~ .
Q Z
..!. ~ "0
E Z Q
.s In E
~~~
~
...
0':
j:l.,
'"
~:E
E ';:j
E~
0':
::c
=
o
'"
\Ii
-=
....
0':
~
~
.",.
""
;r, on
~~
u .-
~ 5
~ a.
fil '"
t::
0)
E-<
.- r/J
ro~
a~
~
0) U
~~
Q
..,t
.".
tl '"
::l 0)
~ ~
r/.l 'u
t:: 0
8 '"
o ..< '"
~ 0)
"0
.& ~ {;
o .5 .a
0. ro
2 :s: ri
0. r/J .~
'" <..
;:;;~
~'-..:
-<~~
0... . 0.
~~ 0
E a ~
0)0...<(
a '" r/J
~~~
fra'd
Cl a 0)
c.: ('jOcy
o ::r: 5.
.~ rn
~g:.5
u ~ ;..,
~~<E
"2 ~ ~
ro 0)';;
-5 ti
Ul
lOll
=
'0
lOll
I
=
o
t::
It):S
~ .~
~
o
~
lXl
\Ii
\Ii
r/J
OIl
t::
'C
(l)
(l)
t::
'5iJ
t:: -;
(l) ....
=
~
e
=
Q
...
.;;
=
~
r/.l '_
~ 0
(l) ~
.S 5
gfs
w ~
4-< 0.
o (l)
o.Cl
8 i:;.
u 5
;r,0
aU
~~
ro
r/JCl
~I
(l) 's
..c: ro
;.~
.D
'"
~
C.J
'E
~
rJ1
OJ)
.S
....
....
's
...
~
~
~
OJ)
=
'C
~
~
=
'6iJ
=
~
(l)
",..c:
0) ~
'5iJ "0
o t::
'0 ro
-g5'
-5~
a~
"0"'"
~~
o.~
(l) U
8 "5
ro Ul
,bi5
~ E .
(l)(l)'-"
t: a ~
::l (l) ~
U ~w
]filB
:n~ E
t:: .... (l)
.~ ~ ~
Ul ~ ~
"0 t::
t:: ro ro
ro"O~
t) .~ CJ)
:s: G: ~
t)..c =
(l) ~ 0
.~::3 U":I
o 0 (l)
5. r/J ~
do) dJ "Ei
..c: -5 t::
~ (l)
(l)~a
~ w t::
a:l u 0
:3 ;;j .~
(l);:::l t::
Cl ~W
.
-a OIl ~
t:: .5 ~
.g-g<(
OJ ~ ~
~.5 ~
~.~ ]
. ~ OJ
r' a ~
~c8
t:: t::
::l .-
0"0
.Do:;
"Ot;:
t:: ....
ro OJ
+::..c:
~o
E
OJ
a
Ul
Ul
OJ
'"
..<
t::
.2
'"a ;;. Cd
t:: ~.~
.g 3'~
U '" ~
:.a.~ a
Ul..c: ....
.~ ~~
'-' 51 "2
(l)0~
-5 g. ro
OJ~"O
~ C> a
.5 (;j Ul
o '5 ~
"Oro..c:
BAr./)
E $:1
0Il::l ro
.58 Cl
OIl t::
~~ .2
p;:.:.D'(;j
~ t::
~'@ '8
CJ ~ t
"8 fil tl
t::Cl
gfo"O
'N"O fil
:-=]'t5
E ~:s .
.,: "0
.~ - w OJ
gf 0 E
ti .- U 0
"51>2 ~ tt
o OJ 0 (l)
- .... t:: 0.
.2 o:l 0 OIl
~ 13 .~ .~
.... 0 0..D
r/J'<g a 0
~OJo~
(l).5 U o:l
..c: 0:; OJ (l)
f-<"O-5~
.
8]
~ ro
t:: (l)
co t::
o.~
"0"0
~ OJ
",..c:
:..=: +-'
~~
t:: .
ro ;j)
4-< ..
o 0
OJ ~
Uw
50
riu
~]
OJ ro
.5 Cl
E~
~~
OJ"",
"Or/J
2 OJ
c~
.~ ~
OJ ~
.a OJ
0:; 8
"0 '.;:J
"2 (l)
.g g
OJ ~
~ 'Vi
OJ C
-5 0
OIltl
t:: (l)
.~ 8 '"
"0 _.~
;r,';: ~
OJ ;>"0
.. ~ t::
3 .~ :::s
Ul ~ 2
~]~
"O.DO
'-<(51
~ r/J fil
c~ 8
ro OJ OIl
t:: ..c: t::
's f-< .~
:=: .,;;:
~ ~ l1J
0. 'u "0
ro ~ fil
t) C/') ~
::l (;j fil
"2 8 +::
o .- (l)
U fil ~
.
;r,0Il
.D .5
c.:';
o ;;;
'.;j OJ
ro ....
$-5
;j) ~
.. OJ
"0 .;;
~ ~
t;:"O
gffil
.~ if
o .-
::::: a
<E]
_ ::l
OJ 0
t::.D
t:: OJ
o ..
~ e
~gf
;r,ro
~~
3]
Ul ro
5'~
~ ~
-< o:l
0..."0
~t::
__ro~
~ ~ t::
a :s: .-
~ "0 8
a lU..o
0.0Il~
OJOIl;r,
Cl~u
t:: 4-< 5
000ll
'';;; c.: ro
~ .9 2
u Cd ;..,
OJ U 0
e<:: ~'g, {j
"0 0Il;r, t::
t:: t:: U ~
C\S ~ ~ d)
J:i~i:l ~
~ ~ ~ .9
. ....
OJCl<E
-5 ~ ;r,
-5:s~
.~ ~ ~
OJ "0 t::
@ fil.2
.- C-lJ ~
"E 0.5
ou_
8<(~
.
'"
....
~
s
"'"
~
~
v
~
~
25
'"
'"
';'S
..;:: ::
~ c
'&'8
~~
l\; ~
~.;
'"
~ ~
0; g..
-.::~
-a
OJ
..
9
5..
P<
ro
t::
ro
ro ;r,
~ B
a~
is ~n
.::: ~
::: OJ
~.-s
OJ 2
-5~
b/J~
.aw
~]
o.~
~4-<
P<O
]]
cd .'t::
b/J8
..9 .g
(l) Ul
o.~
a 5
o ::l
U CT
;r,~
.D.D
E ~
~ ....
;:; . 0)
Ul-5
8c8
0Il~
.5 fil
.... ~
::l:i
.s ~
OIl 0
t:: U
(l)
.;;
.;; 'u
.u (l)
"VJ -5
~ 2
~ t::
(l) 0
-5 .~
-Be
.~ ~
t:: U
.g ~
;3]
~5
g.8
,-.,t::
~ 2
~ .;;
. t::
W OJ
~;r,
~ ....
8 ~
~ OJ
0... ~
(l) t::
U (l)
:;-5
o
Ul ~
~ .s
.D
(;j ~
c:::::
(l) ._
S ~
g<(
.:: r/J
i;~
W C
t:: 0
~ '<g
o .~
~]:
]2
~w
(l) OJ
5-5
8
o
<.i:<
tJ
:.a
OJ
t;
4-<
o
(l)
Ul
ro
..c:
U
....
::l
0.
....
o
---
"0
t::
o:l
t::
o
.~
:€
a
~
'Vi
I
t::
o
....
<E
Ul
OJ
..
o
....
OIl
t::
ro
8
"0
t::
ro
Ul
tl
ro
0.
.5
"0
OJ
~
0.
'u
E
ro
"0
t::
o:l
t::
OIl
.;;;
(l)
"0
~
.;;;
(;j
t::
t;:
(l)
-5
t::
o
"0
OJ
Ul
ro
.D
t::
o:l
0..;..:
t:: t::
o ro
.- .D
~ t::
.~ 0
~ .-
's ~
~ :.e
0.8
~ OJ
d) .'t::
;;itj
Cl 0
;;.,
U
t::
OJ
OIl
ro
OIl
05
's
....
(l)
0.
(;j
E
(l)
8
t::
o
....
.;;
t::
(l)
..c:
U
ro
(l)
-5
.~
OIl
og
(l)
(l)
8
t::
.2
~
U
0.
0.
o:l
~ OJ ~
L.. ~ 0
0. .5
] "0
OJ 8
t:: 0
-< U
.
. .
OJ
..
~.~
~ 'g.~
8.5
t:: a a <Ii
o 0"0 OJ
'<g U <( ..
8 ri ;r,'<g
~ >- E E
'8 .5 2 25 ~
t gfu~
o...]o:laOJfr
.~ .g OIl 8 Q
t> :..a .5 I cG
;:l "0 ~.- <(
~ ~ .~ ~ 0...
g <E ~ ~]
UtJ..c:OJro
+-> ~ ~-S5b
~ g. 2 4-< .~
~ ~ ~ o~
7 2 [~~
;2ro8~~
!9 .9 .- ~ gf
~ ] ~..c:u'~
~ 0 E ClJ
~ ~ ~4-<.,..
woo 0....
Cl ... 0. Ul.~ (;j
OJ "2 OJE:D U
~ ; -5 a6: ~
~ (l) 2 ~co ]
0. 0 'S u ~
OJ .. ::l erQ' ;::
ct &: Cl ~w <t:
Ul
OJ
'u
t::
OJ
OIl
ro
OIl
:€
8
...
(l)
0.
(;j
E
OJ
8
t::
o
.:::
..
t::
OJ
~ .s
w 4-<
Cl ~
U
ro
(l)
Ul
'"
OJ
U
o
....
0.
(;j
..
o
....
0.
0.
ro
"0
t::
o:l
~
OJ
.;;
(l)
....
Ul
ci
.2
'(;j
U
0.
0.
ro
Ul
t::
.g
....
o
0.
Ul
OJ
'u
t::
OJ
OIl
ro
OJ OJ
-5-5
8]
~ E
'(;j
~-a
t:: t::
ro ro
~ is
..
cd ~
.... :=:l
<E 5:
"0-<
OJ
t::co
:~ g
OJW
o.t::
OJ ro
.D OJ
2 ~
0.
OJ
5-
2
OJ
..
ro
..c:
;r,
o:l2:
8~
---w
EJCl
0'"0
~fil
"E~
g -<
coo...
0-5
E .~
o ~
U o:l
;r, .5
:::: ~
- ...
ro 0
::l 0
Q'U
. .. .
'"
OIl
.5
tl
OJ
8
t::
.~
ro
t::
:.a
....
o
o
U
~
~
l::~
~
~
-
.'l.l
;:::
>C:l
13
~
U
OJ
'0'
....
0.
'.
~
~
~
~
.;:
~
.;:;
~
~
.
.
.
.
.
, .
I.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
'"
'bl
l:l
~
'"
::
o
.c
F<
=
~
-
'"
o
U
"C
~
-
~
.5
-
'"
"'"
...
~~
~ ..
Cl <;
= e
.S :::
- '"
~ ..
- ...
S' 0
0';
ue
...
..c~
'"
'"
..
...
"C
"C '"
~ -...
otJ ~...
.. ~ ~
e ; e
~ ~ =
Z_z
'" ... ~
-t ";' g
= ....c:
~~~
O]otJ
1::: ~ CLI
.~ e
o ..:
~ Z
.;
-'"
e
~~
'-;S
o '"
.. =
... 0
= Cl.
- '"
..: ..
Z~
.c
otJ
..
e
~ c
Z .S:
t ~
.~ ~
E...J
=-
eoi
E ~
~~
~ a
.~ 0
.c Cl.
:J: ~
~
~ en
~
.:g '"
... ~
o ~
:s:
-
'"
..
'0'
...
~
..
.!:::
-
c
f>;l
.c:
'"
~
..
=
's
N ~
"5 ~~
'Q. ~ '0
U ~c
o(! ;u
'-~ ~ ~
...:- ....
..: = e ';
~ e .~ ii
Cot:::El:
rI'J = ... =
= Co"''''
f: '" = ...
.... ~ ii-.l~
's- - ... ~ 0
ii < _r-
":S'l!;E.J.
~ ..N..:r-
... ~ ~u~
o "'oo..ll'l
C e ~ ~~
u~;~::-
~
o
..
=
..
~
00
...J
=~
.:l: .S: -;:.
...--
..: ~ =
~.!::! =
~ ~ 0
...,QU
~ ~ ~
~rZi"C
~~A
;:.:: ..!.
~ .. e
... ~ ~
~ ... .-
~Vi~
'I)
Q
~
'I)
o
~
t-
o
o
N
~
@
0..,
<IJ
U
ro
0..,
<IJ<r:~~
~~~~
o ,[..!..l
v8B6:'
~'';:::: [..!..l
.- c Ci
8:g <IJ i:.L.
<lJroE'-"
._8
- E ~ c
0.....; ~.s
oEro"0
M,ro"""E
~.- ~ 0
>,~ t/}".....
..........4-lQ.)~
<IJ 0 ~
1il ;:l '""@
E.q ~ c
'x U <IJ <IJ
o <IJ ~ 8
aoS a
o..c~2.....
ro._ c." U
tlI) <IJ <IJ C <IJ
,~'E ~ w '2'
;:::Ci.....,o~
:g ~.~ -B
t;;]w1:j'O
08~'OE~
t/} t:O c ro 0..
C '<lJo..~
<lJZEQ'""@
E<nt:: t/}
;:l[::::[roro
U <IJ "0 ~
..g Ci 'C c
1il 0 0
8 "OCr.;:; 'f!
._ <IJ C w
"0 1il 5 ro.~
egu P..
t;;- ~g.
c ~ <IJ
08"0 ~
uo...ro-~
tlI)<IJ~~W
.@ g E ~
ro" ro t/}._
...... .- ro E
fr~~c"'"
a~roo&
'-+-< tlI) '.g <IJ
o 8 "2.~ ~
"O~t/}-;:l
E,-+-<~o..o
.~ 0 g g. ~
t/} <IJ..... ~
8.S o...t::: '""@
u'Q)"OEc
t) 8 1a <IJ <IJ
<IJ..c:: 0... E
'O't/}"2...... a
aE(;3J,2
(1) E 0.. ~ .;;
..c:: ~ ~ - ~
1-< (1) o..uw
;-0
<IJ
.....
ro
tlI)
.....
ro
~
<IJ
..c::
;-0
.....
c8
t/}
<IJ
U
'E
III
t/}
tlI)
~
'C
III
<IJ
~
'5iJ
~
III
'""@
~
.S
t/}
t/}
~
o
.....
0..
"0
<IJ
"0
.;;
o
.....
0..
~
r/)
~
'-"
u
E
<Ii'
III
1il
'u
o
t/}
t/}
<c
o(l
~
'0;:;
~
r/)
:2'
~
....:
U
<IJ
'0'
.....
0..
~tlI)~E~gp
~.S 0 1) .......
"'""'0 .'6 .~u- * E .'6
~ <IJ ro ~
>, <IJ t/} Ill] III
III ~ <IJ :!:! ....., ~
t:: ro ..c:: ~ III
~ .8 :; tlI).S aJ
U .t::: ~ ~ -: ~
:..8"'dt>~aJrJ"J
0.. <!) ro ,~ 1il ro
~'';:::: ;-o"'Cl ~ <IJ
tlI)"'Cl ~ 1ll..c::.S
8- 1a tH ~ .~]
0<IJ~..s..c::0
:;;.S t;::: ~..c::
>, ro t/}
~'Q)Crolll<IJ
C ~ <IJ ~ E..c::
ow;> V .....
tH..olll=<lJtlI)
t8t/}ro-B~
0....;:::: 8 ~ "0 ~
ou-.......Erncu
: g'~ ~ ~ ~ li
E~<lJg..s.p1ll
0'Q) 0 ;>.tlI).....
<li'u..c::U<IJ~]
5 ctt....... 01)(:'+:1 C/)
>'"0 .~ ~ ;:l .~ <IJ
III <IJ _'';:::: t/} ~..c::
t:: {:i Ill.~] <IJ';
b5;:::~~1-<"2~
"O~E<IJ "1il
1at;;t;:::-B~g~
.....:l ~ >-........t:O~~
o .....0 <IJ t/}-
c~~o..~'""@~
'0 t:: III .8 ~ ;>. ;>
0... ;:l ~ III ~ <IJ gp
t/} o..c::'- t::.-
~ III .- - t:O ;:l t;;
o ..c:: t) E ~ t/} 'x
~ 1-< ~ 0'- .~ <IJ
.......~u<t:~E5<IJ
o~:.a"'O~ -5
t/}o...o..~t/}a.i~
8 <IJ ~ E ~ ~ III
'> U tlI) ~ .....;::: ~
.... ro 0 <IJ tlI) t/} .j:;
Illo...o..t/}rot/}<IJ
t/}_O~<IJ~..o
III (1) 1-< 0 t/} tlI) t/}
oS ~<;:i'B] ro gp
"'0 ;... OJ Q) ........ QJ"-
~~Et/}.8~~
.0;:;....... ;:l] ~ -B U
-0 81-< 8"0 <IJ
~Ill~ o..~~
....... ~ I:< . III ro ~
....... .- "O..c:: <IJ .-
r/) 'Q) 's E - ~ ~
~~rou~;,=::"'O
o .- III 0 "0
~{:i~=IllE~
di E '-+-< 8.S ro ro
><lJo<IJ'Q)~.o
1.t;;.o.....8~;::::
~ g3 u ~ {:i ..9 's
.s 8 -~ ~ .~ fS
..... .~ v ca 1"'\
t8 ~ ~ Og ~ b
E:Do..~]~
g $] III ..... .S
o t/} _..c:: ~ ~
..0 <IJ....... -.- U
>,.S 0"'Cl ~ E
ro - >-.,~ 0 0
,.,... ~ ..... 'H"Ui .....
.......oro"';::::.2o...
<IJ ..c:: "0 ~ U
e t/} B ~.S '""@
C?"O 0'- ..... c
U~..ot;;OIll
.~ 0 E '5iJ ': h
t:Oo..llloroa
1ll2~oE2
-B 0.. :D 8 .;;
....... <IJ <!) tH ~
o-B~3t::W
_ -oO,-+-<
~8tl1).0..0
v III ~ ~ <IJ
E ~ 0 0 ..... _
r./) .......... .- [) s::
~cro::a~
~1ll~"O~
ro~;:::roro!
'""@a~Eoo..
U 0 _ <IJ
'5iJ ~ ..c:: <IJ'S Ci
oU')r:.n~""O
o~] ~~
_ ;..... ~ r:.n _ -
:.0 tlI) 0 ~ .0........
,~ ~ ..s
roroc.....1:<
"0 ~.- tlI) 8 i:.L.
E....... tlI) g3 III III
U O.S t/} t oS
.g .~ ~.s ~"O
8~..o>.Ec~
0.. ro III
t)CI'}""OuS~
'5iJ"O ]..s ~ ~
..s 1a.~ 0 ~ ~
.S ~ P.. ';:: ~ u
..ooEO_~
t/}'- 0 >. ro ~
';j l1) U
<c U 8 t::'5iJ
r/)..s ro ;:l..s w
~ <IJ ~ ~.s Ci
-B~..c::..o'-"
== 0Il~ ;; ~ C
~~~_-<IJ
S .- ~ .- ....... E
",<.Qt/}~Olll
~ 'E :E t t/} tlI)
'" <lJ1-<..c:: gp~
'" "0 ~ .- ro
-<;:cdtll)]~
-;0~.8t;:::
~<lJroOllIll
'6'J> t/} - ~ ..c::
QO~:Q1-<
'0 e-.=>.....
._ ;:l 0 0
= o..a~
~
~
Q
t;:j
.,
'S
t/}
<IJ
U
.....
;:l
>..~
III <IJ
t:: ~ ~
~ 0
(1) ('j"-g
..c:: c.~
- III
g~2:
tlI)O~
~ .!:: p.,
:'=;>0::;
<IJ~w
..ow,-"
-: ....... .~
<IJ 0 C
0.. _ III
o~o...
a~1ll
..... I:< U
c8 t:: 3
_ ~ 0
~ ..... t/)
III III Q)
~Ci~
..... -
o...o~
t/} ~ ~
<IJ ;:l III
~8~
"0 0
s:: <l).::=
~-g6
g. Ci w
~
e
~
e
Q..,
.,
g
Q..,
...
~
~
~
~
~
.,
~
~
i;;
~
.~ ~ <r:
...c:.S ~
1-<'gu
. ..... <IJ
~~~
U U ~
'-" f.H . 8
;>.Ot;;
U III III
~ E ;:l
~'';:::: 0-'
<C"2 gp
...., -+--,'-
5 ~ ~
E'u ~
0..'- "'Cl
oc"'Cl
_roro
<IJ ~
[; ] .-
"O""'~
III ...r ro
~._ ;-0
>-.E~
...... III -
'2 0.. 5
E ~ ~
E w 6
00... .....
U W 0..
'""@CiE
U"O
..s 1a
'""@
-
III '5.
..c::"'i'ro
-~u
ro.......
O~
~ 5
wE
Ci[
<IJ
Ci
's
ro
~
to.......
~ - 0
0"2 .0
0... ......-
ro '3 u
"0 ar (1)
v.....OS
8<IJ"'Cl
o..EIll
~ ',p 1;)
0.."0 "~
<cEro
r/) [<c
~ 'u r/)
'';::::~
I: ~
.5l (1) cd
_..c:: III
.s::;8
I: U tlI)
~ <IJ ~
~ '8"5iJ
~ o..~
'- <IJ
[j -B "0
1:....... ~
~ 0 fJl
OJ) III III
..........-
""'" ;:l ;:l ....:
- - 0 ~
~~~'O'
8 <IJ fJl .....
Q.iJ 8 ~
.5l"Ou:E
~ III ro _
~.S 8 tlI)
'O~;-o:E
~o..U~
~~ggb
.f'5~~
1:'- 0
=lilu~
8 c] ~
8<IJ-.....
Q~"O~
U a ~ E
.....
c.8
~
o
.~
-
~
<IJ
t/}
~~
0..-
..... <IJ
~ 3
'0 U
0... ~
.~
~
.;:,
~
Ci
V
.~
~ .,' " ~ R
~"f ~\. ' :..:::
1, . ,,'r' ,~i' ; '~~~" ~
.- ~.., ~ t., -..w:.: '-~:::
' ... '11I'--1,- -:' _
.f~ ~ ~k, : ~-:~ ~
,'lJfffJr"': ~~ 1;j
~:,,:':';' .tr trCj ~
:' ~~. .. ~," ~
'~" ,'~; ~
';;'., '.',,' #,", ,- 'f~'!fli'. .~_
' ...1.".. 1,\f8r ~
. .~.."t~i.' ~.i
~'t~~r,
..'f' J~~ ;.1)
" ~~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
'2 'Q) <0 ~"2 B 6]]] ~ ~
o ~ _ .;; 15"2'~; Vl ..... 0 ~
.P ... -;.2 ... Vl N s::: gs bl)]
~ ro U e.n ;:l:;:: ro ;;-.S ro ~
aJ~C])~~Vl..D~Zlt)...s:::o>
..... s::: _ l:: gs oS a S:::'- bl) ;;-
's ro 0 03 ;:l ;;- Vl 0.. S fr:.a ~
.~ Zl C]) ._1!i <;:: iG' ~ C]) C]) "'0 s::: "2
~s:::~ ~C:.:::-B;>Vlro~
~~""'VlS:::;:l~...s:::OS:::C])C])
....... ~ rJl C])._ Vl 0 bl) a 0 S .....
o ~ C]) .~ "E .~ ~ 5 s'B C]) ~
.0 8.S 0.. 0.. S:::"'O ....- C]) -B g
.- o.....s::: S"'O 8 C]) oS C]) Vl ai 0
uS~o.8t)~C])-B"2S:::u
C])'- ;:l U Vl C]) 0.. ";5 ....... u:'::: bl)
-B E rJl .0 g aJ 0 0 0.- Vl.S
~ C]) ~ .- 0"' C]) a ... Vl s:: ~ ti
~ U ~:= C])...s::: Vl .<;:: ...... ... .-
<l)o";5"'f-<C])VlS bl);'<
~ ... ..;:: o. -B ~'-"'O ro C])
ti.....SVlVl",og:a~~
"'0 0 C]) 0"2 -1::: ~ ...s::: "' -;::
(1)s~~ O.......M;....I \J"I
tl .~ s::: <r: :> .~ B bl) g. -B ~
C]) C])r-< orJl;> o..u S:::~.......
;:l ...s::: ._ ~ u ~ ~'+=J ~ 0
O""+-' ~ ta~:.= ......, u .-d)
~ bl) bl) ..D C]) S:::._ C]) (3 0>
s::: .- s::: ';:l 0> 0 0.. Vl ;;-
<r:'+=J ~ ~ ~ 0... ;;- u C]) ro '+=J
rJl~O'Ea"""'...s:::C])"'O..D~
~ q:: .- 0 .~ -B ~ bl)..s
~ C]) ro .......... ...s::: C]) s:::
I "'"'0:= ~ s::: ~ "2 .;; .- ]
== Vl C]) ;:l .~ C]) s::: r.+=: ~.....
o c C ..D 8 S 0'- s::: C]) ~
~ ~'@ J, 0.. t:: 0.. E ~ .S
~ 0...!5 ro C]) 2. ro ~ 0.. bl)~
.!::l.=: o"'O...s::: C]) S'- <r: s::: 0>
- C]).....o Vl C]);;-
:E] 6 ~.S Vl ~ a ~ C]) ~
~ J,.!:.l ;:l -B '>...D 0..... -B Vl
". ro ro 0""- ...... ro.....
C]) ~ .- bl) ... s:::
<l)bl)<r:'" US:::;:lbl)bl)C])
.5 S rJl "'0 ,,:-~_Vl C])'E 0 .S.S S
~ 'tl ~ a ::: -B C]) vi ~.~ ~
.. "- c:: ...... ...... ~ d)
o ;,< . S'- s::: Vl ..... s:::
.c::C])~g";5o~C])"'O;:lo
rJ:J....... ... - ..;:: C]) S C]) .-
Ocq - C])....."'01i:j
~Vlo....g.~~ ~ 6 ~ ~~
.-.~ OJ.C ;) 5 ~ ~ .~ ~.-
~o..UO""'UC])o..VlC]).g
Q 8 ~ r::;:: 8. ~ a.5 ~ a ti
...
p
~fi
Vl
ro
C])
.S
Q)
Vl
ro
..D
s:::
.S
.....
u
;:l
...
.....
Vl Vl
s::: s:::
o~
u 0..
]]
..... .....
ai .S
.S "'0
- <l)
..."'0
<l) ;:l
Bu
~ .S
- i
j
I
A>
..
C]) s::: C])
-Bro..D
"'0 0.. =
a] .~
s::: r-< "'0
.S <':i s:::
~ <l) 5
eabb
$l <B"'O ~
5 .S S 0..
S Vl 0
<l) .;::: bb ~
;> -;:: ;;;....8
8S:::~<2
0..00..
S"'OC])<l)
:::::~-B-B
roro..........s:::
.<;:: o:l 0 u
g. . s::::.a
u"2~~
.- ;:l 0.. s:::
S8bl)0
ro bl) s:::
.- ;;;...'--
~ ~ -g .~
.......O"bb<l)
0"'0 ~
.o~roS
.- 0"'0
Uo..~~
<l)Ororo
-B a fr..D
...s::: C]) ... "'0
.<;:: ...s::: 0.. ~
~ .:: <l) '5
"'0 0 ~ 0"'
.8S:::-o~
~ .g ~ "'0
:0 ~'ill a
~OUVl
_ <l) _
o <l) ... ...
u ...s::: s::: .S
<r:.....o~
rJl <Q'~ ;>
~ '+=J s::: ~
I c:: t::
1:)1)~<B"'O
== .- s::: ~
... 0'---
-e..........;:l
~~:=ar
- ro ;:l .
~ti~~
'O.....~...s:::
== s::: w .....
= ~.~ "'0
Of"'::: <l)
-€or.+=:
1:)1) ro ... .-
;;;... 0.. t) E ~
~ <l) <l) <l) '5
S:OaJ:9..D
o......~
U.l 'ill ro
o-Bti
<l) ~ C
-Bo....9
"2U.l3
ro 0 bl)
_...s:::C])
,........
E'~ ]
U--o;
~ a ~
ffi~]
o U.l .-
C]) 0 S
...s::: c.r:l
........s:::
~ .-=: --0
<B ~ a
s::: bl).....
O.S ~
.~ t).~
u <l) ...
._ S 0..
0.._ C])
g..~ ;:
.<;:: S 0
e .g ~
C]) Vl ;:l
o..~~
<l) ... s:::
...s::: 0.. C])
.....ro...s:::
]"'0;
Vl <l) <l)
~"2 .S
g <l) ro
... ~ 0..
0.. ;,<
"'O"'OC])
aa<r:
"2"2~
a 1i:j
o...S a:i
<l)"'O u
asS
..... 0 0
.......u...s:::
~ <l) U...,
I ~ ~.~
1:)1).~ S e
,5 e _ 0..
..... <l) ro <l)
.':: 0.. 0... ...s:::
E ..........
J". ~ ~-B
~ U.l ~ .~
t.l.l
~
.:
~
.~
-
~
.;:
:::
'"
i::
~
'"
'"
::::::
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I.
.
.
.
.
.
.
.
I
I.
.
.
.
.
.
---
'"
"Q
i:::
..
'"
:;l
Q
.t;;l
F<
:::
e
...
'"
Q
U
"0
...
...
<Il
5
'';::
'"
~
.;
...:;-
... ...
<Il ...
Cl <Il
::: .5
Q ...
"..= lIJ
... ...
- ..
e Q
Q <Il
UE
...
-O..;!.
'"
'"
...
..
"0
"0 '"
<1: ~..
0(I~~
... <Il.Q
5 ; 5
<Il ~ =
z: ... z:
'" ... ...
---a...~ =
... Q Q
::: ...c:
:=i:l.i:l.
0]0(1
t; t': a.I
.~ 5
Q <Il
~ z:
r..i
'"
5
~:E
....:.c
Q 0;;
... :::
.. Q
= C.
... '"
<Il ...
Z:~
.Q
0(1
...
5
<Il :::
z: .~
...
... <Il
.~ ~
Q~
..
i:l.
.:
E ...
~;e
~ ~
"" <::>
:.2 Q.,
lS ~
6~
~~
.., ---
1: '"
<::> <<l
::; f;
~
'<i"
Cd\
...
...
...
'0'
..
~
...
.::
...
:::
W
~
..,.
a-,
~
:::
'Q
~
,
:::
o
...
:::
...
floC
....,.
<Il_
c...... IoC
........IT)
Q...;l-
~'-~
:= ...:- IT)
... 5 IT)
en<ll---
"0 .- IoC
:::~~
<Il ~ ~
~ ~ '-'4
<; il i:l.
~~i
... QC) Q
~......::
Q ~ il
..!. en ~
5 _ :::
.:! :; ~
~........
:=
Q
"ii
=
...
...
en
.. ...;l
~ ~ '-
<Il"O
~ E
...en
~.c
~=
l:e ~
Q ~ <Il
en... Q
<t""...,
~ ~ ~'s
Q ;:"g..:!
~~;;;J~
-:->
s:::
CI)
6
t::
e<:l
0.
CI)
Cl
....
CI)
~
CI)
if]
"'0
a
..... CI)
CI)"'O
"ti:i..a
i3: g
OJ 0:
"'0 U
c<:l CI)
0'0'
.....
's 0.
CI:l en
~:s
.....
<2
.......
en
000 V}
en ~
CI:l ._
o t::
....... CI)
en
U,+-<
..5 0
~ CI)
E go
CI) U
~ en
0-<
.....ifJ
.;; ~
s::: .
w.l CI)
"ti:i
~"'O
0..
6li~
o >--.
o~
U .......
~ifJ
>--.0
...0:.=
"'O:D
CI) .-
s::: ~
.- CI)
.s~
~ CI)
en
s::: ::l
CI) CI)
,.g~
,;:.
...
:::
=
o
U
.....
en CI)
CI:l ~
...s::: ~
~CI)
-<t:i
ifJ CI:l
:;E~
"--'CI:l
. '+-<
g 0
>-< s:::
~ 0
en .-
~]
.- 0..
g 6
~ 8
-< CI)
~-5
s::: .S
.- ~
CI:lo
~rFJ
ifJ-<
d~
~~
~"--'
en
CI)
.S
Q)
"'0
'5
~ bfJ
-5 en Cl..
en .- ~
..... ~o
~ ~~
~ S:::...s::: ~
..... CI:l .<;:: s:::
ifJ 0 ...s::::s .-
.~ t:: CI) ~
: ~ ~ g S
-5d] E-E~
6.gE ~o~
OCl:l~ ~8gp
~Eo O"CI:l.....
~ <2 ~ ~ .S ~
.- s::: s::: ';;j t:: s:::
~ '': .;:: ::l 0 CI)
OS:::tC CI)~:g
o..CI:lCl) :>~
"'0 ~ 0 .-..... "'0
s:::-"'O ~ OS:::
CI:l ~ s::: E:..::: CI:l
enenCl:l CI):Dt::
s::: Cl)N bfJ '::';;j 8-
.9._ s::: CI:l CI:l CI)
....... ......- ...s::: CI) ~
CI:lCl:l<.Q u~,""",
"5 6.- ~ CI) 0
~ 6 E '+-< en._
..... 5'l..g o::l :-;::
"'0 ...... en~:9
CI)~'+-< t:i~~
en...s::: 0 0 CI) CI)
8.""'" en u-B~
oE~-S~,+-<CI)
5.CI)u.aCl:lO~
"'062ifJ.2C1lCl)
s:::go..CI)~5~
CI:l 0 CI) CIl CI) .- "'0
E"'O-5~"'O t) CI)
Cl)CI:lon~s:::CI)~
t::CI)S::: CI:len"'O
..... "'0 .- 00 CI) ... 0..
;:).- 5 ~ s::: ~ ~
:> ~"'O ~.~ CI) CI)
r;............CI)c:.....~
.- o...:!l ...s::: CI) [0..
:>",oCIl..............CI)CI)
~ ~ ~ .5 0 ct 0:
en
.......
s:::
CI)
6
Sn
';;j
en
CI:l
on
s:::
.~
..9
:B
CI)
...s:::
.......
.....
<2
CI)
::0
';;j
s:::
o
0..
en
CI)
.....
en
-<
ifJ
~
~~
en
CI:l
.......
en
:.a
.......
.S
...s:::
.......
~
ifJ
2
~
.<;::
.........
;e
en
CI:l
CI)
~
CI)
en
::l
~
.....
CI)
~
:s
CI)
~
~
~
r.w
Q
-u
s:::
e<:l
'""d
CI)
P...
o
Q)
;>
CI)
"'0
~
~
~
ifJ
p...~
w.l
Cl
(.1..,
c::
.9
-:->
CI:l
6
cB
.S
s:::
o
0..
::l
~
'5
..D
"'0
s:::
CI:l
CI)
CIl
::l
CI)
.....
.....
<2
CI)
::0
CI:l
.......
'S
CIl
CI)
..D
~
6
r:.
<r:
p...
w.l
ifJ
;:J
"--'
>--.
u
s:::
CI)
bfJ
<r:
s:::
.9
.......
u
CI)
.......
o
.....
p...
~
.......
c::
CI)
6
s:::
o
.....
.;;
s:::
w.l
a
0..
CI)
en
::l
CI)
.....
CI)
"'0
::l
U
.S
-<
ifJ
:;E
>--.
..D
"'0
CI)
"'0
.;;
o
.....
0..
rn
CI)
u
.;;
.....
CI)
ifJ
.....
CI)
...s:::
.......
o
CI)
...s:::
.......
on
s:::
:.a
.....
CI:l
on
CI)
.....
rn
s:::
.9
.......
rn
C!.l
::l
0-
o
.......
rn"'O
.~ s:::
t:: 0
CI:l 0..
o..~
..... .....
~B
o rn
"'0 gp t::
s::: .- 0
CI:l~i:5
rn CI) CI)
5 6 ~
~ ~ 5
::l :t:: :s
on .... '+-<
~ 6 0
on8t::
s::: 0 0
:.aug;
::l s::: ::l
......... 0 en
U ....
.S ~.S
~'S ~
s::: 6 0
.- d
~o_
CI) U::l
60~
rn s::: .....
..... ::l-5
..g 0.-
oU:S
...s:::'+-<en
CI) 0 on
~ "'0 .S
CI:l ..... .......
....... CI:l CI)
rn 0 CI)
~o:l6
CI:l
~]]
'u CI) CI)
CI:l:t:::t::
~<r:-<
~
~
::
~
:.:::
~
~
'i:::
~
~
~
~~
~
l:::~
~
....
:--0
~
~
.~
~
~
....;
'.
~
:g-
~
....
~
~
.:;
~.
~
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
'"
"t:I
!;j
O':l
'"
:::l
o
-=
F<
=:
~
....
'"
o
U
"C
..
....
O':l
.5
....
'"
~
oj
..:;-
.... ..
O':l ....
Q O':l
= 8
.S 0::
.... '"
.. ..
- ..
eO
0";
u.E
'T::i~
'"
'"
..
..
"C
"C '"
< ~..
~ ~ ~
.. 0':l,.Cl
8 ; 8
O':l ~ =
Z....Z
'" "" ..
-~ .~ g
=...=
~~~
O]~
1:: ~ ~
.~ 8
o O':l
~ Z
<J
'"
E c
~=
.... ,.Cl
Q .~
.. =
.. 0
= Cl.
.... '"
O':l ..
ZCl::
.c
~
..
5
O':l =
Z .S;
't ~
.~ ~
f..J
~
..;
E OJ
k::;e
oS ~
.~ 0'
.c: Cl.
:t ~
~
~~
~--
.. ~
e ~
~
~
r'l
"'!
....
'"
..
'-'
o
..
~
..
.::
....
=
~
-
..,;
r'l
"!
I>Il
=
'Q
I>Il
I
=
o
\00
Q
..,.
...,
...,
.......<~
"".....c
'.5 -= ~
is ~ ~
... =:I 8
i: 8 ~
8 -; ..
~ ~ 'Z
~ 't;; OJ
c ~ .~
..~..
:; -:;
.. "0 ..
~ ~ ;
..Cl::....
~..c-
.g.=t:g
'i: U ~ ao
o==ao
~ = ~ ~
-=" eg
'; ;: .~ .!c
J5~...l~
~
o
..
=:I
..
..
en
~
= =...
.- ~....
.~ .t' 8 g,
-5~~~
~=...en....<
...O~~....
~~~OJ.zi
c ~ e-s .:: ~
O':l:.. ~ '" O':l
~i'S~=
~E~~.5
....;JrJj l:':
;rE-- ..O/j(l.,
r.J ~~ ~......
;~~~~
U..l~-<l::t
-0
1ii2
u
.--..~
~g~
W'- .r::
'-' -0 '"
i1 1ii ~
~"251
Cd C 0
..... v is..
,.g 6
::s ~ 2
u 0......
'C 6 5
t)/j.- u
<C a:; '"
'" v 2
~.Do
ttl v -&
on ~ '"
[).r:: 0
;. .r::
W ~ ~
v ;. '"
-B2J:j
61:::f-<
o 0
~.~~
1t:l::<C
ol:::f-<
1:::1S~
::l I::: '"
..... 0 ttl
v u v
.r::" .....
.....f::<C
.5 Q) C
~ U v
f-<.g6
~ ~ ~
2S~
o '" .....
..s:: v v
~3~
.2 ~ ~
0.6t:
"@-S
O~CI)
.....V4-<
4-< ;. 0
o v I:::
a:;CI)o
> Vl .~
~ Q) $...0
V -0 v
.r::.,!l! 0.
_ t)/j 0
.5 [)]
I::: ;. o:l '"
oW I::: v
'B t)/j 0 ~
::l.5'B on
-0.5 ::l .....
v o:l ..... v
.....6t>;.
-g~8~
o:l.r::-o.p
CI) ....... c:: 0
~ gp ~ .5
6 'B rr. on
~ 2 ::E .5
o 0 CO 0
aa~~
6 -0 ~ ::l
0;::; a.p a
~.~ ~ 1-
00 .r::
,3tnEc..
;>'~vt)/j
.r:: - 6 I:::
...s::::: .8 d)'U
..... t)/j ::l
2.~ g]
'" o:l .....
<oj '5 ::E <oj
.r:: cr'
....... 0) .... Q)
I::: [) ~ .~
6 aCO t)
.r:: o:l [) ~
'" '" I::: 1)
"'.- ~
o:l '" 0 C
..s::o:l-ov
.r:: ~ I::: ;.
Uo:l~
a - I:::
vl:::~V
'" o:l ;.
v.D 0
~ 5 W is..
-0
v
.r::
.~
A.,::O
f-<t1
~~
o '"
4::: v
..... .....
;:l .a
o ttl
g>J) (/)
ttl o:l
[)~
;. .....
<c..9
~
"@
>
o
6
v
..... '"
~"@
f-< 0
vO
-Bo
~;.:::
o g
ao
.5
.....
v
-
-0 o:l
~:s:
~s[1!;l6
~ If") 's 2
on~.- I
.....Mo..~
~ ~ 0 0
WI:::S.....:l
J:j .g '" 1:)0
..... t) t:: .5
] rJl @ .~
[) .V.r::
c<r:tU.<
v~.r::
Wf-<.....
~ '-.-/ . c.8
-;;;: t) :< I:::
E:i<C~.,!l!
.r::.....W~
'0 ~'-'"@
v ~ ~ .a
~~~ fr
.r:: '" I::: u
-ovol:::
3~''::: 8
Oon~v
~[)'O.p
~ ;> I"'\~
.p W :; .5
",vv-o
2-5]2
][)~~~
~~~~
.2~wo..
o.ov~
4-<::r:.po:l
~.oB~
I::: 0.-0 v
So.v6
o~[)~
o 4-<.~ 5
">::t.oa:;'~
....<<)"O~
~ e!l[)~
o.s<oj~
-o1:::~CI)
v t)/j .....
6 .~ <8 .s
~~~'o
.....vO'I:::
~ .p 0 .g
,2~'o8
-<.p I::: a:;
f-< ~.g 6
Cl)2e~
~ a:; ~.5
v v u v
......D I:::.r::
~ tU 0 .......
~ ~ u.r::
.g~~g
-o<C-B-B
~ f-< '"
Cl)r.f):.a.<
~J:j~f-<
::E.....f-<CI)
COBEljA
~~2!~~
WI:::~v
J:j .g..9 ~ 3
.....~.....80'v
C])+-'3
~a3~I,..;U
-ouv<8c
05-o[)8
f-< u o:l 0. '-'
'"
<C '"
f-< Q)
-<CI):g
f-< v [)
CI) .p .~
v 6 a:;
-Bo-o
8 <l:: v
,g~.p
v ~ B
gt>tl::
o:l I::: .....
8 ~ ti=:
..... 0 v
<8-01:::
[) 8 ~
0..2::::
~ ~.~
'-8 ~ .
u'--"
'R v ~
oJ:jw
o.....u
.....c'-'
"-""Ot::
4:"'.,!l!
f-< ~~
~~.E
~.~ ~
..... -0 0
~~11
t:=f-<~
v CI) '"
8 v v
~-5~
~ 6 on
f-< 0 [)
..... tl:: ;.
~ '" W
~ g ~
8 0.';;;
a.5 a:;
ci)v.r::
Q):C~
.r::.- 0.
..... ~ 8
4-< 0 0
o o.u
~t)/jv
"C .5 -:S
o.!:::! '"
.<::: 6 o:l
a '2 .r::
6 '-6 g
-0 '"
C -0 ","
o:l C 6
- ttl ttl
2 t)/j.....
t:='E ~
o C .....
uvo.
v 8 v
.p~.p
1S 0 0
C -0 <oj
,2<oj-B
1:::-0-0
v v v
S 8 t)
.~~ ~
..... .....
Vol ~.~
iS~....
v.......
v .....
75Q)~
-0 v
.;; !il
o .....
6-]
.80
-0
C
o:l
'"
v
.....
'5
cr'
v
.....
...:
u
o:l
....
.....
C
o
u
.~
.r::
.--..'-'" .....
o:l N r--- .....
::l 00 00 <I)
.....uu-o
frco co 3
g66-o
o ttl ttl v
u 51 51 .~
<I) 0 0 v
.r:: ..... ..... U
L. ~ ~ <I)
l""' '-" '-' ~
~-o
p:; ~
t) v
~ ~ .p
b 8 gf
~ -g .~
o ttl:.a
-ov~
v E c
::0 Q) 0
.;;; 0.-0
~ O. ~
0..5 ::l
;>. ttl u
ct:=<8
C\S "@ C/'i
~ 6 [)
.~ ~ ~
.....:::: 'on
'2 v c
o ~ v
6 '" -g
..... ttl ttl
c.8 V) tI)
~~
-0 0.'':::
~ 6 c
'" ttl.~
<C '" ~
f-<C4-<
CI) V 0
v .5 8
.p-oo:l
'o~2
t)/j -0 C
.5 ~ ttl
-0 C .5
~ .g P..
1;; ~ .~
~~:.a
-0 t)/j .....
C v v
::l ;. t:=
] ~.;
u;.::: o:l
~ g '0
-a C" t::
Q) :u l"d
C <oj 0.
o:l ~ .~
~t)<
1:::2C1)
0"'Q::E
.~ u ~
....Oc.;..;
v ..... o:l
.....~ .....
e- o:l '"
v..........
..... '" u
.5:9 'E
-0 v '"
I::: ti=: is
ttl v 4-<
.~:9 0
b65
~ a"B
o:l v
J:j .~ :6
~~.s
8.a[)
~-i:: -g
'" 0 ::l
~ ~ ~
-0 '" '2
.~ ~ ::l
..... "@
o..viE
ttl v
u ~ 6
~ ~"C
~.s ~
'u ~ v6
o 0
'" '" 0
"'<ctl::
<Cf-<ttl
a<1C1)<oj",
CV-O"@
"@ oS :9 5b
~ 4-< I::: t)/j
CI) ~ v6 C
c' .-
.~ t) 'C ~
:::: ~ ~~
::E._ ~ <8
a:;
u
<C
f-<
CI)
.r::
u
o:l
v
.5
'"
.....
-< a:;
f-< 8
CI) ~-<
v o.f-<
.p 8C1)
I::: o.r::
:.a. u u
.<::: ~ -< v o:l
~ ~ ~ &~
u-B.r::~a:;
~ ~ ~ v u
E4-<v-B-B
<g~'O'O~
~1S]C.8
4-<.r:: So.
o u.r:: s:: ._
s::~~~-5i
.g ..... v s:: C
<oj <8 a';;;.g
~Q)~2]
~.g,o~.[~
t:=.5::l"'6
.- ..... .D 0 ::l
-0 v ",.r::_
s:: <oj ::l 0. 0
o:l ~ a o:l ;.
'" .r:: ~ I
'00"'0 0.. ~ Q)
;>. ~ "'.- t)/j
"@ ..9.2 g..s
.5uo..v",
"'" o:l o:l ~ o:l
.. v v.- v
~]!S~]
N::l::l ::l
oouu u
m88 8
6
o:l
5100 0
o
.....
~
.
'"
o:l
v
.....
o:l
-0
v
.....
u
ttl
0.
.5
;>.
'"iii
::l
o
.;;
v
.....
0.
S
I:::
.~
'"
C
o:l
0.
X
V
4-<
o
V
<oj
.....
-0
v
u
::l
-0
v
.....
.....
o
C
.g
'"
'"
v
u
vi ~
~ t:=
a 0
tl::
.....
v
<oj
~
C
ttl
v
U
t)/j
C
:.a
-0
ttl-o
4-< v .....
o t) a:;
~ ["C
~ 6 "5
0..- I:::
.5 .5 J:j
8 x :::
~ ~ a:;
l:: ~ 6
'" ..... ::l
I::: C U
~ .~ .g
Ol::-o
Cl ::l s::
.. I::: o:l
N ~ I-
r:: ~ .~
00 ttl ....
u v 0
co::E::E
8
ttl
51 0 0
p
0:
.
-0
v
-0
v
v
C
'"
o:l
'"
.....
u
v
'0'
.....
0.
.....
v
.r::
.....
o
.....
<8
...><:
....
o
~
:9
.~
"'"'
::::::
<:II
~
~
a
:::
~
~
~
:::::-
I:::l
~
...
;;..
~
~
~
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
--
'"
"::l
c:
'"
'"
::l
o
..l:l
F-
e:
e.
...
'"
o
U
"C
<Ii
...
<'l
.5
...
'"
w
F OJ
.:: :a
"'" .=
.s '"
'" l'l
.= <:>
..c Q,
fI; ~
6~
.;: '"
-
.., ---
= '"
l.. ..
o ~
~
~
~;:;-
<'l <Ii
Q";
= .5
.S ....
... '"
<Ii <Ii
c..;
e
Q <'l
we
"
-o~
'"
'"
<Ii
...
"C
"C '"
< ~...
~ ~ ~
<Ii <'l.c
e ; e
<'l ::; =
Z...Z
'" " <Ii
~~ ';' ~
= ...-=
[itCl..Cl..
o'g~
't ~ ~
.~ e
Q <'l
ct Z
'"
'"
e
~:E
....:c
= 0:;;
<Ii =
... Q
= =-
... '"
<'l <Ii
ZCl::
..c:i
~
<Ii
e
<'l =
Z Q
....:.c
i:: ~
.... Q
E....l
Q.,
<'l
N
~
on
...
"
OJ
...,
o
...
c...
<Ii
.!:
...
I:
W
N
..;
on
I>J)
=
'C;
I>J)
I
=
o
~
<=
..,.
l"l
l"l
......:1
",""
0.5 .s:
.~ CJ
~ i1
...=
5 e g
5-;gg
~~ ~
<'l ... QO
:; ~ :1
~~~
...-.ion
~ ~ ..:.:
<'l 0 '"
~~f-<
.c
<'l = 0
~ u ~
o = <'l
~ = ..
..c'-'';'
=;~
~~=
[it
Q
..
=
'"
'"
rJ'J
'"
-;
o
.s I>J)
..... ~ ~ ~
'Q .., ._.c =...:1
.E!~"Q.,,g:.,",,
1Zl-; fr5 ~;....i
,0'= u e QJ I. CJ
;:=~"..:c"'''
:c~",<06~
._ Q 0 Q ~ t..l
~~="'..:c~5
<Ii '" 0 = <'l"'-
'"" ~ .= .$:....l ,,~
..c=~""Q,,)~...
= ~ ;:: .~ -; e ~
~~;:5.5'o~~
VJ s:::
CLl t) ('j
...c:ro:..a
<-' 0... I::
.8 .s ~
~ ~-B
bl),-"'O
]~~
U ('j VJ
CLl ..... CLl
~ ~ ~
~o~
"'0"'0.....
('j I:: 0
.8 ('j .....
VJ >>
"'0 a ~
2 0 ::l
"a...9'ti
VJ..or.Ll
~ "c; ~
~ bl);>
('j"c;P2
...c: I:: CLl
........ .- Q)
~"O...c:
'0' 2 ~
'- - ('j
A.,~~
('j CLl VJ
"0 '- 0
"i: (1) J2
o ;> ('j
rz]u
E
CLl
...c:
.....
::l
o
r:/]
"0
~
VJ CLl
~-B
~..Q
...c:-
u 8
oS
:.::: u
('j CLl
::l 0...
"c; 0- VJ
'-
.....
I::
CLl
U
CLl
...c:
.....
.......
o
I::
.9
.....
U
::l
....
.....
VJ
I::
o
U
CLl
...c:
.....
.... CIi'
(!) ....
~ CLl
~ ~
"0 ~
I:: 01)
('j I::
>> .;;
gf '0)
- U
2 ~
"0
>>
...c:
CLl
VJ
CLl
...c:
f-
~
CLl
.......c:
..........
:g ::l
~a
o (!)
"Oo"O...c:
I:: CLl I:: .....
('j ..0'- 0
"00"0.....
CLl ...c: I:: VJ
..s::: U ('j CLl
~ ~ CLl--g
CLl~~"'5b
~ 0 0 ....
~ CLl "5 ~
CLl-@CLlr.Ll
~......1~CLl
o.......o-B
...c:o "0
~ o~ I::
CLl ._ ('j ('j
~"c;.....:l....r
o ::l I:: VJ
CLl 0-.- ~
-@ ~ -B (!)
.....:l -:::: o...c:
'" ..0 .....
~ ~ oS
..... "0._ I::
.5 ~ ~ g
[J) >>0- 01)
CLl bl).... ('j
:g 0 (!) ....:J
o~'-
-g-ti~~
jESP2
CLl
CLl
..c
....... U
o ~
VJ,..C
"'0 ro
I:: VJ
ro 0
a 0
CLl"c;
"'dU
"'d"O
~ ~
VJ~ CLl
~ "u
._ ::l
t).....:l
~ ..;
:.or:/]
CLl
CLl...c:
;> .....
'.g "0 ~
tii ~ ~
'5iJ CLl ~
~~~
CIi'..2<.S
"0 U
~ ~ ~
I:: ~ VJ
~ 0 ~
.... CLl U
::l ~ ~
o ('j CLl
~.....:l.......
'- ....... 0
.... o"c;
2...c:VJ
('j .=:: 0
~ ~ ~
]...c::.o
sca,-
..... .~ --2
E 01)"0
:-9...9~
o CLl
CLl U 01)
..s::: CLl ('j
..... CLl ....
O...c: 0
..... ..... .....
CLl CLl VJ
VJ .... CLl
I:: o...c:
o ..... .....
o.VJ....
VJ ~ <B
~ 0. VJ
('j'O I::
.~ ..0 .,g
,-....00...
~:;o
u.:lCLltC
:3 ]".~
"-' CLl CLl
I:: ;>"0
('j CLl.-
-"00
0...1::.....
C ~ .~
~..o~
o VJ ''''
U ('j 0
(!) ...c: 01)
~ ~ ~
Co..~
('j I:: VJ
.a 0 ~I::
W3'p ~
UA.,
(!) ('j
(!) VJ CLl
..0 .- ...c:
o...c:.....
...c:f-.......
U . 0
CLl VJ CLl
CLl s::: s:::
~ (!)o
o .,tj
CLl 'u VJ
-@ ('j.~
....:J"O'-
CLl .t:: ~
..s:::...9'ti
E-ql..; r.Ll
VJ
.....:a
2f-
ro
~ VJ
(!) .~
U a
<.S ::l
'- .....j::l VJ
VJr.LI
VJ CLl
VJ CLl
CLl,..C
U U
~ ~
..........c:
o i;l
('j 0
VJ 0
0-
o...('j
VJU
.- "0
"0 s:::
25 ('j .....;
4=< CLl U
~'u CLl
~ ::l'0'
%;.....:l a
~.....; ('j
Vl...c:
:::::: OJ u
CLl...c: ::l
~ ..... VJ
s::: S gf
o ;......_
'.0 <1) ~
U ~ ('j
.g, :> t::
s::: ;;> CLl
.- >>"0
:>.. CLl I::
...... ;> ::l
'g 15-B
0... U .-
('j ..... ~
U('j"O
...c:...c:CLl
.~';;; ~
...c: >>.-
('j ('j g
01)~~
I:: CLl ('j
.- .....
o.('jVJ
o ~ CLl
'0 CLl ~
~ -B .~
"0 0 C
'- ..... 0
<B.8 ~
>> CLl~ "a
"OCLlOl)
.a..o CLl
Vl..2~
o~~
:=~Cd
:90.....
VJ I::
('j CLl CLl
CLl ~ a
~ '''' I::
('j......1 0
t) E'~
::l 0 I::
"O<J:lCLl
s:::
0] ....:'
U 01) 8
o ;....-
.....]]
.~ u u
VJ CLl
'g:.o~
'~(!)...c:
2 ..0 .....
o.CLlO1)
VJ.~ s:::
:.2 ~'.g
~ ~.~
o -B 'ti
(!) 0 CLl
0"0 ~
e- "a .-
::l o.~
o...~>>
~~-g
f--B'ti
:::::
""
..c::.
5:-
l:::
a
::
~
~
~
~
I::l
~
....
;0-
~
...
..::;
~
~
.
.
.
. I.,
.
.
.
.
.
. Fff,
. ~.~
~~
;!;:
. {It
~-
fSft
. t"...J
~1
W
. ";~
<l.'
IQrJ
. ;;j
""
. ri/:;.~
~~
.-
I:'
. Q
1..1
. ~~
l:J.
. ~5
"'0
Q
. 1j
.:
. '_."
"-
CJ
. ~
;:!
c
. ,"
c.!
""
....
. ~
I::
e
. ~=
,~
. ~
'I;
.S::
. "'"
b
e
. ,.'
.~
..".
. ~
~
. :;.
.-
cr_
,S
. ~ .;,
~= ~
. >:.i
:: '-'
?
~~ a
-
. ""
~ "t'l
:i.:-~ <1.l
. = '"
~~
rrt Q.,
r;;: e
. ~ r;d"
,,'
. ~ ~,
~, -t"J
. '>.:)- .~
...
Q) f.!Jf'.:
c:.' s:;;
. ,~. t2~, .~~
rf,; '~
. ~ '.-:'~
,=
. F.
! ~, ~.~,
~~)
. "cr..'
["-
. L
.
__.~_.~_ 0_.' .'.
---+~.~-~,---
t~; fi' ~j:,
.::.-, L
,- ,
" ,-
.~':. Ll_
~[~
,- Gi LJ
'(j CWo I'jJ f!
c;~; ~- (1;
t"i"j . -(; Q
,;i ,...,:- :~J
, ';:~~ c: '.
~E c:: ~ "."
~G r,' rli [1
i:.L ,. ti (f,'
-' C
tv '[ ~' (i) [::
(!~ f'C Q) ,~:i
;2:~ c~ (~,l '~ J7'"
(f" ('7
T (.) i.C
~ rri ,::r,
'1,5 '....( _(tJ rn 0:
c c. II!
c~ r' C.
t:\~ (~ C
\-, C'
E l_'_ ~ 4
'-
,,~ iJJ ~ E'l! E
co 0 f.lj L,,,
...-.~ ~ tti (1) !2cl
W t_, P
15 (\). ui (5 en Q)
.f.....
~i<\ ,,'L! c: Q) C tl
. ill .Q '-
() .S ::.
~;.:t 7.3 $ '0 0
ill (j) is w
ro 0 0;-
:S ~ C/.. 0 .~ IL
c '(3 ~""" .2.
f.f;
;S <1) 'c <!} ro
.~ ;') ..r:..: (I) ;c
.~ E ~7_ ,s Q)
... .;;; E E
(h (!) -'0
(l) (f) c::: (l} 0 c
(,) (Co (J'; ... 0
iE OJ :e Il.:._ .~
0 :S ,,52 Q) ,.~ E
:0 0, (,)
'0 "3 :::; x <lJ LLI
C f/) c.. il> '2' '0
(r; r:
0 ID o. C
lfJ 0 @ u m
lJ) ro :::; 0)
Q.I '1: > 13 c :;
c r:. c: 'C
'[,) <D 0.. <I.)
:;> E - (l) (fJ
c:: ro u;
~ Q) 2 ..9 '"" i:: m
ill Ci.. P '0, D
cv u (J) (f', c:
*" c: ,~ l1J ~ (j
w ~ (,) :J
c: Q) (l) ~ l-.
.- 2 .~ ... '0 ~) 1:' f;
.,..,
lfl '0 ii al '- c
.... c.. .!!I (l)
(ii c ,~ t. E rn
!j) cr.; CYi 0 13 (n
.,.-c"\ c:: c ro
ro ...~.... .;:: Q) 2 0 Q
co T'i ro ,,) 0) ",
'<'"" ill roo (,) ';;
c 0 1\.)
..c: ro - c (l) c ~
- ...... 'i5l ,""" i.l.1 '1i "'"
'~ c: c: (i.l 0:.:
iI c (i.l u
Q) m "0 ro L UJ
~ OJ Jz 1il .~ > \\1 0
c: 'E (t,;: 'i:: ~
C c.. 1.1)
'C 0 ..... "0
C Ui r-
r- ei) 0 u ...- ro
0 Ql (:; '-l- C 'l) 0
III .S: U CIl W ::J
,- r"l 0 ,"" 0
(!) O. t: ~~ .S: 'lh 'g;
0, C Qi +:> ro
t'"..f UJ >- 0.. g J5 .... .ill
0 ::! <>- 2
(I) .... .S?
00 E- OJ -<-' (~
ru - c Vi ~e ....
roo ~ c;: > r:
(i) (<:! 0 '0 0
~' E "0 :> (,) Ol l.r.'
c 0
(r) c ro "- OJ C Cd 21
2 0 0- ;:: .~ ....
.~ (I) 4- .~ 0 .~
Ci Cl !l) l;;';~ i::::
t.", ";:."
0 UJ 0 >l a: }fJ Q'
.s f~ ... r..J1 Q...
,j! a <D '- ro
'- ,~ .~: (!) :> J9
(!') :> c' ,Ii J_' C'
$ :c (n ~.
ill (3 '- (C\ r, C
.... i.]> ;S ill
'.\.1 .Il OJ "'"
0 O'J C c:: i:fi ~:'~ l7 E
0 .5 cC:.' ..9: v 0 <i ,...
-' c '- "-' B
(.<) 1? 0 ::l
m .~ ro .- E ....
<( 0 (>', a.! ~~ ..... ':;:
,. <f; ',,~~ .s: r:: .~! ,...
>jQ Q .... c- '0.. a-;
rr;. ;? -
t(i
C L:.: .~, Cl tV 07t L::\ L!.!
.~ B ::t 1:: ,- r- C C
rh r:$ '- t.;.-
S; ,- or:-
11, ~ t-_""" {/~ ,.",.
w. ~t] '\_~
([; ,['1 ;~ ~_...!,' .~; .;::r
0 .~~ ~~; f~', ii,
~ ~:~, t}.t 0 (5 6 -:-J
.J> (-' ~
L:.: 0)
g 1,- ~ Q)
t.'.,~ .~ 0
~(
F-~
y.
m
c
:0
~
<~-::~ (0
.... I.:'
f,] ~~
'~~
> ~1>
C t,j
:,) ,Q
(;, l(l
0 ~; \:;
11l Cl .$ ::i
~ m .-
"0 ,,~
W
(ij .8 ~~:, c
a 1r.~ ;;j [')
, ""J e_,
E /1\ I
(F 1!l} ....~
.r;; c ,;:. (!)
0 ..f.:& 0
~ "0 '00 Q.
15 "Ci () '0
c: c~, c:
(fj ro ro
ro 4' ~. ~,
(V .... g c:
... ~ 0
cti >, c: t5
(j.) ..... ~
:?; .;:: (i)
<21 OJ Q,
.~ > .... w
0 '$ .r;;
m .,.... ;:.-::..
(,f", (!) -" Ii)
co 'w "0 .S:!
>. c ui ro
C ru m - .5
Q) c: -, ~
E OJ .~ 'I...... dJ
~ !!)
C .52 TI 13 ID C
0 '5 if) 1il 1i3 C
'- (f} .~
'> ro E ro c.. {)
c ... ..c 1~ Q
'U III
11' >. (j) u c:: d> u
.c: :J c
.s, >, 'fJ ::l .5 (\j
"Ci co (I'J E '5 c
C (fJ;
.ill '6 OJ f: ~o ''0 g
m c: m c ID
:J 'n. ro .c W .l!:i
0 "6 -
.9 c (fJ ill <.:l @ C
,S;: '- ;;,., 'c III \", (j)
en :l (f) UI .~ E
-0 (.~. n.. 0.1 c
((i E l;;' <D
(!) E u '5 w a.
'0' (!) c: t'l 0. ::!
b. .~ W 0 0 '0 en .~
CL W o. '$ c
>. c CIl .5 'C CI'J
0 (f) () f'i > (!) .2:: C
'w (l) (J)
(fJ .... .... "Ci (I.) ~ -0 Q)
1" .s:2 0 W ill c.' ~ E
c 'E Il)
~ ~i ~5 Oi 'Qi .~ 'cr., CIl CL
6 f.I) ~ c (!) 0
o~ ~ c .F: l!I w 0:; .@
0 .... ro '(5 (f)
L- 0.. U) ,.., ~ a. <'~ III '- >
!:L Cl. 15 r-~ 0 .... c: :J ~~ (1.)
<;( ~g 0 fl) f5 v
6 CC; C 1,.p.. E > UJ 00
"t:l
:.;J C c cti S:2 Qj "0 :::; E C\'l
ro w u 'l,;l OJ 00 2 0:;)
~ (!) j2 c C i:.-
f", ,.. C C ID (Co ro '00 (,{; ro
.~ := Co "0 Ci E r'. if, ~ >,
Gi W Q}
v ~~ a O(jj (,) tI\ III 2 Qj ro (/:I ;:..
::J '0 .... 0) ... U) > '6 c lU 0
.,... c os; Of (1:1 P C ':J (\I .c!
(j) ro c 3 "0 ui 5. 0 tiS 'f.l m
Il.! UJ c: C :~ ~ r
(J c: c ()j ;.2'j () ~ ::2 ro (\'\
ro g. 'Q ro V) ~ .- >, CD C
-' ~ '0
f'"1. ~ c: r= ~-'" ;t:~. ro ~,..~ '- li .~
~S ro l- - III ~~ :.0 0)
!.... rn en (f,i
,9 ,",,,, rn ~ c .;; 'U >.
<1..' ,,,.., E (:L 'Ui c:
-& rJ'.' .2: ,~ 'c E '!J C~ ell C 0
w 'r: (i) C) :.5 (i)
1: Q) () <: CD a.. Q) ;g
fJ~ rJ) :::; 2 IL .... vI
~ WJ ',- 0- ~~ t1< "~
1.1:' L (5 '~;".-' .2 (f)
!;; E y \1' 0 '.U ~ ... Q)
-0 , OJ (""' .~.--' ' E ~ (i)
";;.",. 6, -- te- ch t:~ 0 m
5: 55: [. .;:;;1 .Q) ,"^ c:
.G -tn ,.. c (j;
(!:, S'o. ~fl ~~,; ~"J.l c;;: .~ p () ,- i3, k2...
t:~ $~ t.t! fit m (1) L iJ) () .8 ....
ill LJ ['I (\ ( . ~ (1 LL lLi ((I tIi ,',';
;,,'
~', ~. iI, !i:
-<,~---c--~~r'"'~'-~"""~'
I
<1'
16
f\
~
>::
tlJ
'0
'0;
ll'
...
tb
I
UJ
,I.:
,~
.ffi
:as
,2
I:
d'
(J)
<
Q1
:;:::
i-:':
~
s:
m
Q)
E
IU
Z
"0
Q1
Q.
>-
1-'
iJ
~ "I
c
~
E
(I)
~
ro
....
CII
rn
.!!!
\j)
c:
'0
I:\')
(:
c
.~=
~ ~~
ir~
ii,
'=
~:
~~~
~)
;'0
.
.
.
. LO
. (Y')
N
0
. rr:
OJ
. N
0 c
.Q
. Z m
co ~;,;, ..-
0
> _ C I
. C ro "'"
0 OJ.... 0
'- :2 .- 0
a. t9
a. >....:
. <! U QJ ..-
c..o 0
lD QJ E 'It:
. 0l::J 0
~ <(z <(
0 .ci
. N
.
.
.
.
.
.
.
.
.
.
.
.
I .
I .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~c
<Il Ol
.~ ~
=> ()
C05,.
~g~
Qic~
E <( .-
ES$
8~8
cO
N
E
i.i:
.~
E
u:
.c
U
:E
3:
....
.E
c::
.Q
m
U
o
...J
Qj
E
t\l
Z
.....
u
QJ
.~
!l.
o~
a:::LL
<(C/)
0~L()
z ~ .'"
<( a::: ..,
tn~ N
....
Ol rJl
~ Q)
.- ()
~'t::
wwU
'CJ)e;;;
-0 '0
Q.)U(l)"'-I
.~ JB 0. (J
-5 .!.Q CJ) .!!!,
"- Q) 1.... e
<(a:::.En..
ti <')
ro
1:: E
0 ~
0
.8 E
0
rn .l=
a. C
'0 w
c ~
'i:
n..
.... '5
0 ~
Qi -i
.c
E 0
::J ~
z E
w
c:: .g
0 ....
.c Q) Q)
0. rJl.....O 0.
Q) ::JcO .8
Qj <DOlO
I- 0:E9 Ol
u
o(l . rJl '<t IE
alwC')
w -e....C') 0
:;::; w !l. ~ ....
i= .c Q)'<t 0
ai &g:55 Vi
If>
E >~ ~
ro -0
Z -0
<(
cO .ci
C') C')
I/)
If>
~
-0
3i
o(l
Q)
E
ro
z
a;-
....
::l
C
Q)
>
I
C
'0
,
....
.s.
U
.E
gj N
mCW)~
.- 0 C')
gNC')
gJ,m-gJ
<( ::J.c
'CC/)O
ffiafLL
.c~.c
u_u
o CJ) ro
IE Q)
_ <') ro
CD ~ 'E
~w.~
Q)Z~
~o..c::
'(j) ~ 13
ro..-Z
E
u:
c<i
Vi
'-
Ol
Ol
.S
Vi Ol
.... c:
.8w
[2 c
Ol 0
a.:t:J
00
0.5
o If>
<(~
00
t-I eXll
ro
5 ~
'OJ Q)
w ~~ g
~ l'! Q) Q) 'OJ
~c:Ol 'EOl c
Q)t\lOl~>C: W
.c -e .s (]) ;:> '01 c
o.:::l Ol(]) c: c 0
~ ., JJ .S .2 w ~
Ol'" Ol--I/) 'V
oC,>- m~,--e
c~ffiill.g::J~8.
m c:.~ Cf)'5o Q) Cf)
u.!.QC:=Q)::JC:C
00.. 8J 0 0.':= ::J ~
1"-\ I CJ)I CJ)I ~I ~I ~I
III ~
~ t}Q)
:ll !!!,m~1/)
C Q) .c 'OJ ....
'0, C f:? C ~
C III .21 <( w C
w '" I/) 1i) I/) Q) - .-
ro 5 1ii '0, ~ 0. ~ [?
.~ ro '0,.Q .... ~'c W
n .~ .Q e .g ~ ~ ~
~ en ~ ~ JB ~ U '2
wwt9:CE3~~
I I I I I I I I
Qj
.S
C.
'0
Vi
(5
>.
.c
Qj
C
C
o
~
Ol
!l.
~
~
.8
~ u
Ol OJ
W 0.
OJ .5 If> ~
~ g>w~
ro wOlo
..... C/) _ .~ := c: (/) $
UiUl;Oo>UQ.)-'rfJ
'c Q) .~ c 2 E .!!l 'E-
._ .~ E w .... tIl Ol
E-5Ol=~<t::.Qg
-o.....c>ot\lOo
<(<(ooootI]u
~I <')1 I "<Tol NI I WI
Qi
c
r::
o
~
III
0..
ro
...
o
I-
~I
E
e;;;
.c
u
t\l
Q)
'-
.E
~
ro
'0
C
ro
C
t;::
-0
C
ro
rn
.~
c
.c
()
2
oj
.2:
~
1i)
'c
'E
-0
ro
Ol
c
'5
::J
13
~
g
:is
'(ji
c
o
0.
I/)
~
....
o
III
ro
~
ro
()
t;::
'0
Ol
0-
I/)
Ol
:E
"5
o~
-0 ai
c: u
rolE
",0
EOl
~ -2
0l::J
J5g
~O::
'o.c
~~
o.Ol
tic;::
= c
Q) 0
....-
~g
OJ....
:::;-~
~~
o Ol
...., ....
>.,E
.c'<t
I/)L()
:::IN
roLL
:!:i(/)
E.c
.aU
::J ro
~~
o
c:
o
(fJ
Ol
>.
o
c:::
Q)
..c
Q)
OJ
.8
'C
Ol
.:s:.
'-
o
:;:
>-
(i.i
:::I
o
.:;:
~
0.
W
'-
:::I
C
Q)
>
~
c:
'0
....,
III
;S
rJl
1'0
I
cO
L()
ui
'"
o
<Q
'#
it:
u.
o
~
0.
..
a:
~~
~Q,
3"-g
~"-
~~
"'",
E >-
0.0
"-'0
E~
"',<=
'00
<= ..
g~
(/)Q,
C')
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~~-
.<:; 0 0
:>'Wz
"0.0,-
(]) (]) 0
-c: E en
0._ (])
>'->-
>o...~
ID
u
~
o
OJ
t:
.t:
:::l
U
o
a:
.c:
-
'?;
(])
i;:
t:
o
>>
"0
ro
~
ro
(5
c
~
't:J
2
en
:::i
en
2
ro
.u
o
ell
en
::f
C/)
C
.l!!
:i
en
c
o
()
'-
.E
'<t
l()
N
U.
(J)
.c:
o
co
~
1:5
Q)
'e-
0...
ell
;g
....
.E
't:J
Q)
ro
0.
:2
c
<J:
en
2
co
'u
o
en
IJl
<J:
Vi
C
,gj
:::l
en
c
o
()
>>
Q.l
~
Q.l
't:J
IB
:::l
o
cO
~
ro
'13
Q.l
0.
(J)
en
tIl
~
't:J
'0
<(
O/j
Q)
E
co
z
N
~
Z
<(
~
CO
l-
LL
W
~
>-
.....J
.....J
<(
Z
o
I-
Z
W
I-
Z
c<5
~
.0
cD
r--:
'"
o
00
to
ii?
LL
o
~
,,;,
OJ
oc
~o
",e
~O-
.2-n
:J OJ
""")LL
l!1..;
~~
E >-
0.0
LLn
"E~
ro"",
u u
C U)
ro Q)
en 0:
oci
'<t
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
...
(.)
<II
'0'
a:
III
:c
...
l-
S
'tl
<II
...
III
C.
'(j
1:
<l:
.!l
s::
III
.:!:::
::::J
III
s::
o
u
i6
::::J
'tl
'S;
:c
.E
'tl
s::
III
~
.!!.!
~
"u
III
C.
Ul
ui
s::
o
III
I-
ell
0.
>-
III
~
-
o
III
E
::::J
III
III
~
....
w
';:
en
...:
Qj
;:
1=
c/l
III
E
m
z
ni
iIi
;:;
i=
c/l
<II
E
m
z
ni
Qj
ill
c:
'OJ
c:
W
~
::::J
13
2
U5
....
o
'c
ill
C/)
--
.....
s::
ill
"C
'w
~
a..
OJ
u
:>
....
c:
III
E
e:
Cl
'iij
III
<l:
w
0.:
N
~
ill
a..
,
.Q
Q)
o
...
(.) ....
Gl 0
'0' 'c
a: J5
.c
Qj
Cl
ro
e:
ro
::;!;
+-'
U
Q)
'0'
....
a..
c:
01
'en
Q)
o
~
.a
u
2
+-'
C/)
"-
o
....
.8
u
~
is
w
a..
N
ill
..c:
u
c:
ro
C/)
a:::
Q)
::l
c:
ro
:2:
....
Q)
Q)
e:
'g
w
i6
....
::l
13
::::J
~
U C/)
III C5
'0' '1:
I- ill
0. C/)
.;.;
s::
Q)
E
e:
.~
III
<
..0
'-
Ql
Q)
c:
'g
c:
w
~
::l
13
2
Ci5
-c
Gl
...
III
'u
o
VI
III
<l:
..c:
(J
:c
~
;:
'~
E
l-
ii:
15
Gl
E
III
Z
U
'tl
Q)
Cij
'0
o
III
III
<I:
..c:
(.)
:c
~
..c:
...
.~
E
....
ii:
....
o
Gl
E
III
Z
t.i
<..i
C
vi
.8
CIl
'(3
o
en
en
<l:
'0
c:
CIl
..c:
u
o
I
Qj
01
c:
ill
~
"ij)
ro
cJ
I::
W
Q)
10
'0
o
en
en
<
'0
c:
CIl
..c:
u
o
I
.:
ill
OJ
I::
ill
~
'03
CO
~I
en
E
l-
ii:
....
III
..c:
o
..c:
...
~
~I
E
'-
ii:
III
:c
I-
..c:
...
;:
Qj
(.)
e:
ell
.;:
Gl
c.
)(
III
l!!
III
Q)
>-
-ti
01
III
E
l-
ii:
....
ell
..c:
o
.c
...
3:
~I
E
ii:
.!!.!
..c:
I-
..c:
...
~
CD
(J
e:
Q)
";:
ell
C.
)(
ell
Ul
....
III
III
>-
-c:i
e:
o
Cij
.~
i6
'(j
III
C.
~
~
III
<II
?::
(i)
or
Q)
I-
Cl
III
o
c
o
:0:;
III
(J
::l
'tl
W
CIi
e:
o
~
.~
i6
'u
Q)
c.
~
Ul
I-
III
Q)
?::
(i)
or
~
Cl
ell
o
1;;;
.9
Cij
(.)
::l
'tl
W
iii
OJ
c:
'C
Ql
ill
c:
'OJ
I::
W
'S
C3
V
1.0
0)
"....
en
ro
01
C
.~
OJ
I::
'6>
I::
w
'0
ill
Cl
~
o
()
~
~
Q)
Z
C'5
,....
0)
"....
W
()
C/)
ro
Gl
.!:
c..
'0
rn
is
:a
CIl
I-
Ql
...
III
'6>
CIl
0:::
...
Ul
l-
ii:
....
III
<II
>-
e:
o
:0:;
III
I-
...
lfl
's, ii
Q) OJ
0::: cD
~ 0)
~ ~
...:
Q)
.!:
c..
'u
rn
is
:a
Q)
....
CIl
...
lfl
's,
Q)
0:::
...
l!!
ii:
...
III
Ql
>-
t:
o
:0:;
III
...
1ii
'0,
Q)
0::
Q)
>
:0:;
(.)
<l:
.,.;
,
~
co
0)
"....
ill
a..
-1"
ll..
Ci
co
0)
..-
.....
w
a..
lfl-gOi-g.gjo'Og
10 co 6i co'25 c:: -c t5
'(3 c:" c: - Q) ill ill
oo..c:oll..EU5....
en +:: .Ql:;:J Ql t::'w ill
enu..c:U..c:roc-
<( 2'-~;:: 0.0 0
'OU5EUl.EQlU~
c c:"~ c:'Oo..c: Q)
co 0:2: :- Q) ro u .;;
~(,J,+-,+-,-""C:CID
u _ 0 0 ro'c :; '-
oa,t::oij}..Q -55
I._ O..c: '-o.ll.. Q) '0
_Ula.._ <l> O)::::J
QjQ)ill::lUl..c:C-
O)'O..c:roro-rog
c: Q) - '0 :;.c:..c: .-
CllO)C:C..c::::l:Ul
;:: :2 0 ro.2 ;:: .8 .92
.!!l .c]1 w ~ g E :5
Cll -O):>Ul D
ro 'O.~ ro w'ffi ltl
o~~ffiQ)=~ui
it:: co o.E.g>Ul",= Q)
.!!l Q) (f) _'c ro ltl .g>
Ul >-]i g::: a; j:'c .
0)"- e: .~ ro 2. J:l -
.c: '<t OJ e 'E Q) Cll ro ~
~WEo.Q)Ul:5'EC;
Q)>OJQlEo....QlCll
c: 0 OJ ..c: OJ.!!! 0 E:2:
'OJ Ul C/) - <lJ ro c: OJ 0)
c:rolll UlUlQ)O Q)C;
CJ:J"C"cm""':r::;::ien:;;:
..."'Orn (.) t/)
roCllUlQ)rl '::l.8C1l
5I~2.~5~~0
....., ;,:.. Q) .- UJ U L..
U . Q) Ul 0.10 l5 C 0
.E~:Co.E-guS13
<II 0) ai .!!l. 0. OJ_ ro
Q)"- U roro Ul C Ul-E
:5 2:' 5i Q) ::l ffi'~ rl 0
~ ro.-I c:....'O Q) U
~::lQj rol- ....'0
~..... o......;~'+- c: Cl.c:
._.c xu Q) 0 o~ro
.~~ Q) .~ ~ c ~ ~ en
NI::l5eroQ)t::~~
~._+:: o.c: E 0 C:::l
Q)~U III lilt:: 0.Q)'O
a.. < Q) 01<: ro rd.if! ~
I o.'tl.- 0. ....
...: .co UJ "t: CO Q) ~ :J e
~ ~.E .c ~ 0 I- .E 0.
.;.;
(J
III
'0'
...
Q.
'tl
Gl
III
o
Q.
l:?
Q.
ell
..c:
...
o
...
...
c:
III
>
Gl
Qj
...
III
c:
.9
Cij
(.)
!E
~
::::J
o
'tl
e:
III
Gl
(.)
C
<Il
.;:
Gl
Q.
X
W
....
Gl
..c:
...
o
m
ts
<Il
"[
Q.
"C
Q)
III
o
Q.
e
Q.
Q)
..c:
...
o
...
1:
III
>
Q)
Qj
...
lfl
C
o
:0:;
III
(.)
!E
i6
::l
o
"C
e:
III
Q)
(,)
C
III
'i:
ell
Q.
)(
W
...
Q)
..c:
o
m
E~
till;:::
.if!..c:
OJ
ro::::J
Seui
t}z ~
~cffi
UlQ)..c:
alEo
.s;8"2
'O~.E
~al'O
<lJ '0 c:
.oe:co
~.Ql ~
ElG.g>
'tJ "I::
~ro..c
~.2o
~ ar'~
~g!:
m80
~E~
01::
~~~
2. 'E's
QlCllOJ
UlE-
UlCllal
CO Ol.~
..c:~e
Nroc'
~E'ffi
guQi
ro .92, i5
we'tJ
.o.e:
~~ro
""'.EUl
C->OJC
S";fi-[
.....Ul
c:c
~ ~,Ql
CUlUl
U5~~
.S: ~ ~ @- ~ ~ g
~ c ~ "E ~ ~r-
> 'OJ 2 (ij 'OJ '6> X
~ ~ rn X I:: c-
.5 t5 <: ~ W W g
Z' .*, ~ iii ~ ~ ~ ~
~ D: c75 JB.3:g :goo
en -3 '0 C/). 2 CO CO OJ
~ LL. Q5 ~ en 0 5 "~
.~ .i- OJ c: .g'2 'c -g .2
o 5 .6, -8 ~ ~ ~ ~ 55
.E 8 ~ .s ~ ro cO >- ~
'0 Q) Cll C:Q)'O 'OtIl w
.if! 'tJ OJ - C:'C: '1:: ~ :2
.~ 9 ~ ~ .~ ~ ~ ~ ~
:e E <(0,,:; ,'-
tIl .: .Q .2': i:: 'ffi 'OQ) ;3-
0. :E c: .~ al 5 ~ en 5
~ ro ~ ~"~ () ~ ~ 8
Q)N ffi -g I:: c: $ Ol- g. _Qj
o ::::JW~ c'tJ
Qj & 0 Q) Olll.- Ol
a.. Ul () OJ 5i ro 2;!
..: -~ OJ '0 '0 cii 'tJ .... ro ll..
~ 'iij jg Co'C Q) .- 0 c: Q)-
..c: 0 ,g 3: ~ .2 C :s: c: ~ 0)
U Oi ~ U 5> e.2 2. OJ"tJ .!2l.E- :g
:c: en;:l Q)'- m c: Q).- tIl Ul ro
:; 13 13 ~ ~ ..... III (f) lfl 0 ~ .~ ..c:
w ....::::J 0 0 >-C/) Q) 0 0:: ~ U
13 0 -= - ~ -3 0)- al ro Q) ro
III .....Q)~ -;u ~ Ulll..:Q ~.cQ) S..c: ~
--. :J::::3UJ _~:J _of-'Iu.J
'e .g>(f) .g> u ~ Z- CO 13 ,g U OJ ....
0. "t: '+- 'C 2 0. c: .- 2 (,) 2 5 ..9l
- mOCO-x::lE.....Q)C/5-1?
~ c:....c:C/)WOtll(f)Q) tIl_
U COWlIlQ)Ul<.):EQ)'xQ)Ell..
~ E~:S~~"E,+-Q30Q5co I
5> Ul'en III 0. a ro 0 0..0 0. "E g
'w Qj ~ Q) ~ E 3: ;:: t: ENE Cll ..-
....'OQ)D<lJoroeooo::otgo::
~.2a..o1la..()(f)COa..<.)C/)OU(f)
_U
o.!; ·
Q;
Q)
I::
'OJ
I::
W
W
OJ
'0
'C
co
.
.
.
.
.
....J ai'li ~ li-g
ll.. "E ~ .g; -E ro
;3- ~ t5 ~ (ij ~
~ g g ~a; ~ ~
<.) Q) ;i-1Il co '0
ii$ii~ ] I::lfl Oi ~ ro
...... 0 _:3'::: Q) 0 -0
,,:; ro ;; I:: (f) 0 Ul ....J _ C 'C
'E9c8 ai o~ ll..(f) ::l 0
5'E 5 - ~ "C a.. ro -g ~ ~
o.~()~ tIl ~o o.ro Oi .w
lIl::2WQ) '5 e~ ~Qj .8 5
'0 ..-:. -g E Q; co (f) I- 'tJ (f) 0
ro >-0 OJ ..... . .... .: <.)
o co 0 Q) .s li <l: Cll .- Q)
~I~~ ~ Q)< ~~ E ~
~~~~ ~ ~-g jg (ij ~
:2:a.~_[ij < c.9C1l <(Ol ~ Ul
aJ-X-..c: U x~ - co W....
_WlIlu'S OOl "Cll Q)
~o~~ m-c w~ ~ ~
'C ~ Cf)-'.sa (3 L...sa () Q) .:
cow I:: .i:;' Sia .c2; 5....Jc.9
c:~~t 5 U5 x "So all..'O
mm>o 0 ,0 COro o;3-rn
wEa..> ~ 0 (])co ro..... - <II
~~~z~ "E ~Oi :gffi ~~~
::::J'ON~ro ro .c:~ gE EOOl....
l3Q)CO 1:::;:: - ll..OJ
.!; % 0:: ~ .2 e e w . Q) OJ"E a..
~2;!~~~....J~ ~~ ~: ~~8
c: .~ ~ gz E ll... ~ 'tJ C :g OJ (]) e I
~..c:oO~b;::....Jro!....JroC:....J~m(f)
III W Q) III _ c: Ul ll.. > u ll.. 'tJ ro ll.. ro -<(
0.> 0)0)..c:::::JUl ,Ol.... _c:..c: '..c:~<(
x'O'O'Ouo~b-.8b~~bl:Cll -
Q)e:~~ro()o.e:;:loC:I::~.8CCll'O...c:O
_ ro m ro (]) X::::J -::::J C C ::::J - .-
~~cl::cotiw()oro~()o~-oOEc.9~
~-mtllEtIl~ ~oo ~1O ltlXi
....Ul~~_Q)ro"tJ>_'O'tJO)"CO)o_
o.EU5U5roco~rorou..ro~ltlroltlmx
'O~(])Q)~EOJ:;::O~;::m",=;::~OiW
Q)='tJ'Oltl-3:oltlltlO~lOoltl ltl
13>Q)(])O'lroro....O)O)...o,.......O).8O'l
Q)>a..a..~a..(f)m~~COI~m~(f)~
Oi
00 . . .. . .. .. · ·
o
'"
CD
'";"
cz
u.
U
~
0>
&
l!) d
b'>8
~a.
~1i
-'u.
ffi(15
NC)
E >-
0-"
u.."
"E21
ro.t:
-gg
ro OJ
000:
<0
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
....
u
.~
...
a.
.!!!
.c
....
...
.S!
"C
~
III
.9
o!:!
'E
ex:
CIl
....
c
III
::
::J
CIl
C
o
(.)
iij
::J
"C
.;;
'5
.E
'C
C
I'll
i
.!!!
iij
'u
CD
c.
en
rfj
c
o
~
CD
a.
~
~
'0
CD
E
::J
CIl
CD
c::
....
CD
'i:
en
,..:
Q;
;:;
i=
o1l
CD
E
III
Z
III
iD
;:;
i=
o1l
CD
E
III
Z
lli
a;
Q)
C
'6>
C
w
~
::J
'0
::J
...
U5
...
o
'c
Q)
(f)
w
a.:
ro
>.
III
E
q;
"5
III
0::
.;.:
C
III
E
c
Cl
'(ij
CIl
ex:
....
u ...
III 0
'0' '2
... Cll
a. (f)
..ci
...
Cll
Cll
C
'OJ
C
W
Q)
OJ
'0
'C
III
-
.!!!
.c
U
ci
.c
a.
W
cL
.c
OJ
:J
o
'0
III
(f)
.!!1
'Qj
.c
o
U)
.;.:
C
III
g ~
Cl :J
.fii '0
~ 2
.... U5
t) L..
III 0
'0' 'c:
... <1>
a. (f)
.ri
Qi
Ql
C
'6>
C
w
~
::J
'0
2
U5
Q;
<1>
C
'6>
C
w
ii
ell
'lii
Og
If)
VI
ex:
.c
u
:c
~
.c
....
'li
E
...
u::
....
o
ell
E
III
Z
c..i
ii
~
III
'13
o
CIl
CIl
ex:
.c
u
:c
~
.c
....
'li
E
...
u::
....
o
CD
E
I'll
Z
U
<.i
.E
vi
~
III
'0
o
cJ'J
(f)
<(
'0
C
ctl
.c
U
o
:c
..:
(])
Cl
C
CIl
~
'0;
III
<.i
C
vi
(])
15
'0
o
(f)
cJ'J
<(
'0
C
ro
.c
U
o
:c
..:
(])
Cl
C
(])
:>
cJ'J
'Qi
eo
If)
E
...
u:
...
CIl
.c
o
:E
~
~I
E
...
u::
.!!!
.c
I-
.c
....
~
Qi
u
c
Q)
'1:
CD
C.
)(
Q)
CIl
...
I'll
~
-ri
c
o
:;::;
III
.~
iij
'(j
CD
C.
II)
~
III
III
~
"iil
Qj
E!
OJ
III
o
c
o
:;::;
III
U
:s
"C
W
ai
101
If)
E
...
u::
...
III
.c
....
o
.c
....
~
Cl
C
'C
<1>
W
C
'OJ
C
w
'>
(3
C<5
CD
c~
.2 i:iJ
1;i0
N(f)
~:z
'u
ell
c.
~
E
lllOJg>
~ 'E'c
~CIlCll
~ CIl ~
3i'~'6>
... Cl c
g>J:iw
o~~
Q~
c28co
.2 C> C>
n;~~
gq~
"CoCU)
wo..eo
~I
E
...
u::
CIl
:c
I-
.c
....
~
iD
u
c
Q)
'i:
ell
C.
)(
ell
If)
...
III
CD
>-
,j
ai
OJ
C
'C
Ql
Ql
c
'6>
c
w
'>
(3
o
CD
C>
..-
i:iJ
o
U)
III
CD
c
1i.
013
CIl
15
-
'C
~
ell
....
CIl
Cl
CD
0:::
OlL..-
.~.~ ~
(f)E'O
~~2
t ~~U5
"' T""' W '0
- OlEc
'e- g:J ~
C. 'w ~.:2
'C q;olB
5l :CEE
o IllI1lOJ
g. 02 III
~ ~.~~
CD E (f) U
:; ~ <1> Ql
ro '0 ~
.B 0.<1>0.
... Q):E CJ) .
lij ~o'~~
> ~ lii= <1>
Q) .2..c 'S "E
~ gEen(9
CIl ~Olc:><
c en E (]) 0
o CIlCllEIll
~ -5:c 5;03
u 0 ~ 'in ,Sl
!!:: ... - III (f)
iij 1l~Ill'O
::J E I1l (]) C
o (]) (f) ClI1l
'C ECll:g~
c ro'O.c Ql
III c~a:E
~ 3l CIl 'm ~
i .c~E,Sl
'1: ~ ~ -g ~
:g, .cQlI1l_
)( ctl.cUlCll
W ~(])Ql2
... EE:5~
III <(+=''0-
;; '15::JCIl
o ~=~~
....
rn
...
u:
...
III
CIl
>-
i::
o
:;::;
III
...
....
CIl
'51
~
CIl
>
;;:;I
u
ex:
ro
'0
a
u:
;:.::
co
OJ
ili
0...
...:
ci>
CD
c
is..
13
rn
15
=a
CD
...
CIl
....
CIl
061
~
....
~
u::
...
III
Q)
>-
ij
CIl
'0'
...
c.
"C
CD
rn
o
c.
e
c.
CD
.c
....
.B
....
C
III
>
Q)
~
CIl
C
o
;;:;I
III
U
!!::
iij
::J
o
"C
C
III
CD
U
C
Q)
'C
CD
C.
)(
W
c- en
.- ~ ro
'O::J.c
<1>-
U U CIl
C2.c
.[g Ui Ul
~OJ-g
X C'C
Ql:E:! Cl>
(f):= 0.
'Qj '5 Ul ..
.crn:ECl
en ~.......~
..: .2 g>-g
Q) U .- -
[g2:5g
.-....0.-
Cl 00 00
Iii Q) -0
- .g> ~ .~
~._ ill 0
.2 15 .cE a
u- -
::J 0 Q) ro
J:;z.Ea;
~.!!! 2 a;
O"'WCll
._ CD \-
c>uo
Q) c-
(f)CllO(f)
ooou5
Cll '0 .-
co 5,(]):J
co .- c.c
OJ (f) O'C
Q)'- -
T""'"CUlC
c-lB 0
::;m_U
I .E iJ; 6,
eo '0 O'w
-oco.Ql
QlroUi'O
'8 ~~e
.~ Cll Ql Cll
.c.!;; ~ .g
OJ E 0.._
5= '06,
'0 Cll C.-
roamUl
U).cii)~
...: ~ <1> co
o.2UiE
c
o
:;::;
I'll
...
1ii
061
ell
c::
ell
>
~
ro
"0
'1::
o
if
.,...
OJ
OJ
.,...
UJ
0...
...
Gl
.c
(5
ci>
...:
.S ~.5 ui ~ Q) a ,Sl C Ol
'2 ~ -g !ij ~ :E 'co ~ .Ql:E 1{i ]j
ro c'9 I1l 0:: .!::: g> E g ~ 0 as a5
.g- ~'O~'fjj'ffi o'Oc ctE
~ ><._ ~ >< :l 0 _ Ql Cl
:e 0 ~ _ 0 (f) a Q) ~ .~ _>U)CD
ctl III 'Q 5 ~ OJ '+'" Q) .- -c
0... Q3 f!:?0 Q).g.l!l f-;"-g Ql '0=
-I Q)::J-o$oCC ..0+-1- l....
LL U5 '0 c ~.c ~ ~ '6> '5. t5 ~
->. ~:> I1l .~u OJ C Ql o.cro.
..... _~ C >:e.u Ul..Q.c CIl
C > CIl OJ _ >< ro :J - I- 0... 'fjj
:l _ .c'fjj '0'- ~ g ~ 0 0 OJ >.
o c.'u :;l OJ 'C CIl jg C _ OJ 0 .c co
UE.EenOUiO- "" U LL-C
ell ro .~ -g (f) '0- - E oC: .~ roC ~ '5 ro
'0 "'" 0 11l..... CIl I1l ~ Yo
(tiLl.. L..Q)l-liiL.. o"OUi L1....!!1U
o C I- m 12 0 '0 OJ -:::::: .sa 'w - 00 Ql
...!. .~ 0 o.;n 0 .!::: e - ro en .?:- >. '0
E~O:J'-'L1...~o. >0.11l CroCll
.~ (f) LL CIl ~ . x e 1:5'u c 5 16 f!l
:2~ N'O::Ill -I 0 OJ ~:eg 0_ g:
_ Ql 0 _ L1... III E ._ ctl U '0 ro CIl
wo... ceo Q) ->.-;;; OJ 00... 2 11l~'~ c:
CIl 0 OJ CD ...... ~ - . '- ~ '0 ro
L..'~ u.cU5 5,Sl Ol OJb~(f) :>:J L..
U5 Q3 CD ~ Q) 0 (f) .s.~ 0 Ql 5 e :::: ~
LD :c rJ) .- fi 0 11'C: 2- LL 5 U eo g>:E
CD -g >: '2 0 'E - <<=_ ~ J'OO 11 N' .Q 0
~11l~~:>~a5~'OLL_lB~ 11111cCl
.. = a {/) 'O'~ e s,.Q ~ ~::1'- co .... .-
m ro'w ~ 'E 1[; eo'w rn c 5 CIl -g if. .~ TI
ULQOlL..mO:: .Qlcoo8..11l Cll
:i5 q 0 ~ 0... Q) ~ 0 ~"OO 0 N i'2 -5
'c~~wcocc'-~~~~ ~'rnQl
Q) "0 ooC C ro.c'O- ro(ii' Cll c.
~ ~.: :l:::l.Ql ~ .c.Ql (") OJ = C t- .c 00 fi
w 'O~ Ql Cll:;l t: Cll ro.5 [g:afE 0> U:;::: Cl
'C E ~ U) Q) J= -O'-::J ..- '- r- C
'Oeox_(f)OOc(f)E::J0...~QlI1l2I1lTI
~cg&'O~~'O~~~~fi~Bo...:J
e .~ ii) '-' iij = C> ffi g>.~. .Q o:t::: LQ 7a g
o...~OlCD'OroLQ L..Ul~ CIlroOJ--
"OCIl_NQ):J~'O~Q):;lOO-C~Coo
,Sl~(f)CD2a~~o~'OE~1ll~~~
u~~0:::;l0)C>:lU)e2~CiioLQ~'Q
~ _(f)u:E~OeoUiu)-lllc.c~Ql~
0) (tIU~rJ)OJ
(f) .
.
.
.
LLJ 'O~1i516 ~Ul .....CD 0 Ol
OlOl1lo CIlro L.. 0
~ ~~as-l a~ ~ ~ ~;:
:5 o...-g a~ 2:g 2 U) 2'~
o LLJg~:g ro.c ~ ~ ~Ui Ql
o -OJOJ:>Ql CIl '0 ......0 c::
11l .i-g>16>'Q ofi g. c: ~iil -I
~, 5~~ffi ~o ~ ~ a~ ~
o-u~c UOJ U JI1 OJ-
U c t> .Ql 0) C ro - 0'" c:
'E .- Ql 00 0"<: -=' C. ~ I-.a 5
ro QlCll_Ql ~ ~ Ql :cu 0
~ ~~~~ d16 ~ ~ ~~ 'E
~ ~~J~ ~ Ul 2 -Q) ctl
~ >< E x L1... 'C Z. . . fi - C g. ~
CIl g .~ 0 ~ eo c: ~ .~ ~ .Ql CIl O:i
oo_:ZOJc:~ 5.5 Ol ~ [50
~Ql .Q3:;lQ) U:> c.::J '0 en
C.,SlNCIlO'E m:5 CIl 0):> Ql
XU) -u.- wL: +JO)'- L..Q) x
W _ 5 ~ oC ~ '0 "0 g'!ii ~ ..2'> 0
oo-roUii) ~t5 ~~9~g& III
iQioliilli2 ~ .c_rn-J:; Q3
E6,~a;eo(f) me ~~~~~J Ql
ro 'w ~ 00 E C .g> 8 - E "0 1!5.. LL ~
0... Q) ~ 0 <<i .Ql 'C _ 0 - m Ql :J ~ Q)
;r: ;: lii 0... ~ III 0 ~E lll.a U) c: OJ
Ng~~~'O '0:> ~~~gro5~ffi
CD C Ql._ Cl Ql ffi .~ ~ :s E '5i :!; U .~ ~
o::QlCigjffi.g> ~~ .<1lOJ.c~Ql""Ql
(f) U) x 0 .c .;:: -l c: I- :J .- '0 ,. ~
-."Ow...t:.c CIl..J LLa; .Ul>ro~.E
<1> ffi 0.2 2]Y .g> al ro:!: g>-g ='!:- 0::: 'E
OJ"'i~cc 00. o.q;~(tI€muro.
:ggJE(f):;;:Ql Q.!; E~~~o~~1[;~
eo~iij"O~~ ~~ ~r;-~l1lzro15S~
ffi~~~o...~ ~~ ~~OJ~QlvitiUS~
_w L..LO ~ ... Cll'O C
~ _ CD Ol 0} ,Sl OJ ~ eo .g III OJ - c .92 0
UluNQ)~QlOJOC :J'-'~Ul'OC<1l>-
m~W.~~l....~ ~ ~clll~'c-cro~
'00 Cl g+=,~:J..Ju9 11l1ll1-~0'O
QlL..o::cO::o(llo~:=2rno'O~~- C
o...o...U)wU)uo::~cEU5Q)~~CDW~~:l
._ "0 _ '-' ~ :c 'C .2. .E
. . .
.
.
. .
.
.
'"
o
CD
cD
Cl
lL
U
~
0>
Q)
~~
",e
~Q.
z.-ci
:J Q)
"'lL
~~
NC)
E ,.,
0.0
lLn
'E~
'" .C
"0 U
C '"
.!!! ~
enQ.
CD
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-
tJ
.!1:!,
o
.....
a..
.~
J::
-
.....
oB
"C
CIl
-
~
Q.
:~
C
<C
l/)
-
I:
I'll
~
~
l/)
I:
o
U
'iij
~
"C
.:;
:s
.E
"C
I:
~
vi
i
'iij
'u
~
en
vi
I:
o
l/)
...
III
a..
~
::&::
....
o
CIl
E
~
CIl
III
0:::
....
III
';:
CO
r..:
Qi
;;
j::
oc!l
III
E
l'll
Z
iii
Qi
..
j::
oc!l
ell
E
III
Z
rei
.;.;
C
ell
E
I:
OJ
'jjj
~
t)
CIl
'0'
D::
.ci
Q)
'E
'u
o
(/)
(/)
<(
-
'E
Ol
'C
'(ji
e!
a..
Ol
u
:>
u.j
0...
>:
c,
III
o
Z
J::
(/)
Q)
C
i5
.....
Ol
Ol
.;.; 'g,
I: C
ell UJ
g ~
.2l :J
l/) ti
~ 2
U5
t)
III 0
'0' 'c
..... Q)
a.. Cf)
.ci
"C
Cll
-
III
'u
o
VI
VI
<(
J::
.!:a
J::
:=
J::
-
'3
E
...
ii:
....
o
CIl
E
l'll
Z
t.i
"C
III
16
'(3
o
CIl
1/1
<C
J::
tJ
:E
~
J::
-
.~
E
.....
ii:
....
o
Cll
E
III
Z
t.i
o
I:
ui
.sa
III
'u
o
(/)
~
"C
C
III
.c:
u
o
I
.....-
Ol
Ol
c::
Q)
~
'w
OJ
VI
E
.....
ii:
.....
Cll
J::
(5
J::
.....
~
I
E
...
ii:
.!!l
..c
I-
J::
-
~
CIl
tJ
C
CIl
.;:
ell
Q.
)(
III
~
III
CIl
>
-0
~I
VI
E
ii:
.....
CIl
J::
(5
J::
-
~
~I
E
.....
ii:
VI
:E
I-
J::
-
~
CIi
C)
c
CIl
'i:
III
Q.
)(
CIl
l/)
...
I'll
ell
>
-ci
I:
,2
1ii
.~
'iij
'(3
CIl
Q.
en
(j)
...
I'll
CIl
ct
Vi'
lil
~
OJ
Q)
o
c
o
;;
I'll
tJ
~
"0
W
ai
I:
o
~
~
iij
'(3
Cll
a.
~
~
III
Cll
ct
Iii'
lil
CIl
...
Ol
CIl
C
Ol
C
'C
Ol
Ol
C
'0,
C
UJ
'5
i:3
I: iD
,2 ~
~ ~
:J ()
"0 Cf)
W OJ
CIi
CIl
.5
C.
'u
1/1
is
:c
l!!
CIl
-
1/1
'51
Cll
0::
-
VI
...
ii:
...
III
~
C
o
;
l!!
-
VI
'51
CD
0::
~
:s
<C
Ol
C
'1:
Q)
ell
C
'0,
I:
W
'5
i:3
co
CD
Cl'l
T""
.......
W
o
Cf)
:2
...:
CIl
I:
Q..
'u
CIl
C
1;
CIl
...
~
VI
'51
CD
0:::
-
VI
...
ii:
...
III
ell
>
c
o
;;
l'll III
L- 'C
- 'C
1/1 0
'61 u:
~ 0
Cll co
> ~
~ ~
.,.:
.;.;
U
III
'0'
.....
a.
"C
CIl
1/1
o
Q.
o
...
a.
ell
..c
-
.s
-
c
l\l
>
III
4i
.....
l/)
c
,2
16
u
!E
iij
~
o
"0
I:
III
CIl
tJ
I:
CD
.;:
CIl
a.
x
w
...
CIl
J::
-
o
OJ
>>0 "0
"5""'.. 1ij
~:s~ Cii
g.!l1CO Q)
'00 ~ co .~
.;.; ~8g; g'
lil coffi-g ~
'0' cnE g ell
a c ~= "e
'0 <1l<1lU 0..
CIl E c'~
~ t::Ole 'C
a. ~'Cii a. III
~~.gj~&
a. _ 1ii'1ii Ol
G) ~,,-Q) Cl)
.5 :J.a'C .0
UUOJ 0
:J2OJ '5
~Ci)~ ~
OJ_.o "'"
5~al 0
4-.2 ti all
::~.!!l
VI Ol Q) Ol
~ ~~~
l'll Q) VI
u E15 ~
!C .!!l [12 .g
iij .g ro 2
d ~ ~1ii
'C ~O:!:
Iii III ~ ~
C OJ ~
III Q) >.....
C) OlOen
~ .0 (/) (/)
'i: en co mE
Cll ~.c:
Q. >>(])'C
~ c,Ilij
8Lri~
. c:o 'C
~~:g
o
.....
-
C
l\l
>
CIl
1!
...
Cll
J::
(5
ti>
o
'"
cD
ii
LL
U
~
ci>
"
cr:
10'
~~
~!l.
>'"
_u
::> "
-'LL
1O<r
lOCI)
N~
E >,
OD
LLu
"0"
LD
ro >t;:
"E [;l
'" "
wC:
~
Ol
'E
C3
OJ
16
c::
Ol
;5
.....
.E
Cl'l
(])
:5
.....
.E
e!
:J
ti
2
-
en
.0
::l
en
....
o
ID
C
Ol
'u;
a>
o
L{)";CO en c
L.. Q)'O Q) co
.E ~ Ol.g fF
8 'g> 3 ~ Ol
c:: W U en' ~
-m t) 2 w~=
'00 Ol in 'E q III
~ 'e .g a:2-
Q) co...(/) OlQlo
c75 .52 ~ 0 ro :5 .~
en g ~~~ c::o~
:J h "COl .f;'u; 15 '; ro
o en "",;l:Ol OlCC
~ g .....o~o c=1ll
.- c.> :> 'C. :;::; a. Ol
1: "C :>a.~ &(j):E
8 ffi c ,g ':3 "0 ~ ~
I (/) gUJu: :gUla>
_ g> ='0 _ -l~0l ~ III
~ .~ ~ .~ ~ ~ ~ [ ~ ~ ~
() 'C EA-a;;::~~EIll u:
'E g. in..... 0 Ol 0 <1l.~ :b :b
III ..c O"C..;'EOlI-O S c
;,;;: en c.>coo'O-~ 0 :::l
""'~I .ro..... COOo 0 0
_Ol(\) OlOlliJOlOC:: 0
~ 'E Ol .g> ~ c 10 ...!. .21.c <Ii 'E '0
~ C3 ai '1::.ill:3 n: E en '5 Ol III ai .....
~ 91 '<::9 OJ .'!2 0 all .~ ~ (/)o:g ~ m ~
w__ "OVJc:2 .o....co
>OlVJIllOl CUl....UlE"~O"~""OlOJ""'Ol~
> ..... Q) a: .... ui III ro Q) -~, .....
z.aa_EQ)~c:::5mm~~'E=~=
....... g x Ol L{) .g (]).2 :J OJ h II) - '0, Q) -
Ol h W .sa q>.c Ol t3 0 (/) q> c UJ m ffi en
OJ en.c: Cf) -.o"C ::l ~ OoS - 0 '2c: jg 1ii ~ CJ)0l
\J.o co L-Ol L.. 0 .=. >.1-- co ~ ..-
~~OlOl OlOUlIllIM>'O o..'Oo.."C
OJ(/)ro~~"C~c!~:>o~:Joc ~
4- 4- EO-<(> ~~~_Illg.o_
C oJ: OU'~1ll U Ol<(zuu...",
~ID~ID2x~~OJ~-ZOlg~~~~
1iic::~cCO~_QlEUl~OJ~::lL{)C1lL{)m
ell~m~~-Olo~>-.sa~~~1:E~E~E
"C (/) Ul > t en'O > 1: L{) 0lL{)
mQl~(])1ll2oelll'co::roeoCl'l ~Ol
o...OCf)OOUlo..a.W.o(/)O~U~~~~
~
.a
U
::l
.....
in
.0
:J
(/)
4-
o
....
a>
C
Ol
'w
OJ
o
1i5
~
en
N
~
.
.
.
.
.
.
.
. . .
(0
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I.
I
! .
.
I.
.
.
.
2'
u
Q)
'e
0..
o
T"""
c
ro
:5
~
o
E
'0
c
'iii
2-
u
Q)
'e-
0..
rn
;g
.9
C
ctl
>
Q)
(j)
~
rn
c
o
~
u
!E
ro
::::l
a
-
c
~
:;
o
(/)
Q)
~
rn
~
-
rn
Q)
W
.c
.2
.c
::
~
Q)
..a
E
Q}
::2:
Q)
::;
'E
~
C
'0
-,
o
E
....
u:
>-
.0
~
o
3
ex)
"iil
'C
C
IV
VI
:l
o
.::.
....
g
in
o
t)
'C
c:>
iO
~
en
W
ai
E ~
.....- 'U)
o u. c
~~~o
0'- III ~
==~;E
.~ g
c'O'
wet
c
~ 01:;'
Cl> _ c:>
0.. m+J
E~.2~
8~~~
. Gl
'C
~
"
o
oq
o
o
q
o
o
N
W
t-
o
o
N
III
III
E
'C
~
oll
c:>
E
'"
Z
III
"..
OJ
C
s:
o
()
C
a
m
1::
o
0.
III
C
~
f-
'0
c
Q)
E
1:: III
rll'O
0. 'j;;
Cl> 0
OU:
rll ....:
:g ~
a ._
u::::
~
.0
'iij
C
o
a.
III
CD
n::
III
"c
..
u:
...
o
CD
..
:l
ni
z
.ci
C
Ql .2l
_ III
IV III
0::0
oo~
VI ~
III '0
~ :g ~
co 0: 'C
IDiiiQl
$.aE
en 0.0
_ III III
~gC)
-(jj 8. ~
Q) .... C
o -co
Q)~..c
Ollll<.)
~1:lli
as{9~
C
~
'"
u
o
..J
oll
CD
C
III
Z
o
t::
<ll
E
iii
0..
00'0
to ro
N a
<Xln::-l
gj~~
.- E
-;;;~ro
Ol'O .-
'O.!:::~
'i:: lD -
CD~~
C III Ol
ro ~ C
.~ U1 ro
]i~~
'0 0. Q)
CllX-
o..wE
...
u
CIl
'0'
D:
rO
~
T"""
~
"
o
Q)
o
o
o
N
N
<F>
<D
o
o
N
C
.9
m
1::
o
0.
(Jl
C
~
f-
'0
_ -l
cu.
Q) "
E III
tiii
ro1:
o.Cll
Cll--o
o ;;;>
co co
'O-l
'C t
E a
LL u.
~
~
;;;>
en
CllOO
0l(Jl
'0 ..
~-E
00(9
<ll Q)
Ol-
ro.f!!
.S 0..
~ III
o ;;;>
>-0
ro E
~::::
'0 C
ro a
aU
n:: -
C 6,
m .-
.0 en
~ III
::::JO
-'
=aLL
> -
ii5~
E :J
Q) a
fit)
:J.r=
o <.)
enlll
;;lll
co E
O::iii
en 0..
~
if'.
o
o
o
o
o
N
'"
Y}
l/')
o
o
N
C
.9
m
t
a
0.
III
C
~
f-
'0
C
Q)
E
1::
co
0.
Cll-l
OLL
ro ,...:
:g E
o .\11
u::::
'-
Cll
'E
(9)-
2 ~
ro :l
C::en
Q)~
Cll 01
@..~
cCl
.2l Q)
enOl
Q) ro
OS
<ll ~
.go
'C 00
CD>>
.>< co
C ~
co.:;.
.oOl
::J:C
v
(")
en
0::
en-l
-.LL
~i-
;:: t:
(fl :l
(fl a
QlU
o.Ql
x'O
W ro
.r:O
co ..!.
Q) E
iiico
:c~
M
.,R.
o
o
T"""
o
o
l/')
'"
<F>
M
o
o
N
-l
LL
.c
<.)
'"
Q)
m
III
III
~
>>
c
C
:J
en
'0
C
G
]E
~
C III
.2 C
E ~
enQ)
m>
c e
'0.. 0.
EE~
rr;;~
c~cn
,2> U3 .~
~~~
ClOlE
Q).S ro
g>~ rn
&:: 0 .9
.~ ~~
00::0..
Ql
f'
ii5
00
<ll
m -l
rg LL
'(ij .c
o g
*$&
~~:g
rn~2i
~ fj ~
:2 a. &::
a E :J
C)_en
~
~
"
o
N
o
o
o
ci
o
v
Y}
r')
o
o
N
c
o
~
o
0.
en
C
ro
f:::.
....
o
'E
Cll
E
1::
ro
0.
<ll-l
OLL
ro....:
:g Ero
0_
U::2
~
III
0]
t-C)
- J: Cll
cl/l-
.!!1<(.!!1
u-<(u-
~-;31
(fl m_
ro-en
:2IDoo
c~ III
.2l Ol ~
~:g S
Olll_
ro t:' :g
:Jco-
'Q.,Sen
(l) E -
(.) _ E
a ~ ~
uo..m
G
~
lli
'E C
Cll ro
UO::
~~
o (fl ro
E~:g
III 0
C ~u:
= ;::---'"
~] ~
~&~
0:
<F-
a
co
o
o
o
ci
T"""
W
en
en
en
T"""
C
.2
ro
t
o
0.
III
C
~
I-
'0
'E
Q)-
-E:s
8..!a ...J
1ll0LL
~~.g
:g~ai
o ::) "i:
U:t-O
C ;>,
.2l Q)
(Jl ~
Cll :J
oen
;>, .
ro~
~ en
'0 ~
co a
Om
0:_
_ III
C III
m-
.- en
(fl~
Cll c
o 01
t:"~
~o
'E Q)
._ Ol
'1ii:E
cl:oo
Ql
m
t:
co
.r:
<.)
lli
'E
- <1l
Q)'O
.~ .~
Ou:
lii .
.r:c
-c:
C :J
ro 0
Q..t)
~"E
<0 co
co ~
0:: e
enm
(0
~
o
o
T"""
<i.
:i
;;;v
818
~~
:;:0>
0lQ)
?2~
c
.2
ro
1::
o
0.
VI
c:
ro
~
'0
'E
Q)
E
t
ro
0.
Ill-l
OLL
CIl...:
:g ~
o ._
U:~
(fl
.- Q) -?;>
.~ m'm
U:2o
crow
.2l ri> m
~ .5 ~
o alO
~~~
~en:E
.~ (f) cO
02l~
c'~ :S
.Q'l Q} IIJ
(fl en Q)
~ ~-g
>>'C ~
~ 3l c
-0 .S .2l ro
mO)cnc:
o ~ CIJ ro
O::WOU
Q)
C
'C
CIl <1l
OJ -0
t: .~
'0, .9
C~LL
~u~
.~ fl 5
C,) c: 0
~8u
g~~
C III <1l
.!!!Q)9
~.~ 'E
.~ w.~
:2en:2
E
"e
~
co
o
<::>
o
c:i
a
T"""
W
'"
a
o
N
c
.2
m
t
o
0.
(Jl
c:
ro
~
'0-,
c:LL
Q) .
E <ll
tiii
ro'O
o.~
Cll Q)
O-g
ro ro
--o-l
'i:: t
Eo
ILLL
Q)
<.)
.!>l
q.
c
3~
~E
C,)Q)
OOE
;;;~
rl CIJ
[l2 Ol
Q.. C
_ ro
c'::'
.Ql~
en III
~E
~g
'0 ><
or: 0
lllm
iii
~
.2 ro
10 TI
cQl'- .~
i:L
~ ~.c
.r:cu
<.) ro CIl
ro.::. Q)
<llum
mliiE
~Eiii
~15~
ii5 e- ~
~<i3
~
.,R.
o
o
T"""
o
a
t-
W
N
co
Q)
T"""
-0
c:
ro
<ii
- -l
<lJLL
E .--'"
.">1 E
;: co
:;:~
'0
C
CIl
.><
u
III
.,;0
'OQ)
~ u
co co
~~
c c
'[0 :1:
E :(l
Nt)
g'CIi
:::: E
~ m
Em
8 g >>
~:L g-
",enc
~~8
ro
"5
<.)
:E
::g
c
rn
'C ..J
;;; l1..
~ i-
CIJ C
0.. :J
'0 0
c: U
ro Q)
2i --0
III <1l
E 0
~ .~
~Q)~
Ol
'0
m~
.,R.
o
o
T"""
o
o
o.
W
co
....
en
~
c
.2
~
8.
<IJ
c:
~
I-
'0
10
CIJ
-E
ro
a.
C1J-l
OLL
m .~
:gE
o .">1
i:L:2
Cll
u
ro
ffiO;:
-e.=
<3i)
x rn
at)
III .
_I{)
Ill'"
Ql ,
cn~
~19
Olenlll
.5 03 0-
weE
en-co
5Q;r!
~~-5
EU)~
Uo ffi c..
0.0.
Nen<(
In
~
Q)
19
III
lli
E
... -l
Cll LL
15 ~
Q) c:
~(i)6
'C ~ u
~ii5~
'~~b
Ui ~ ,.!.
~z~
8:<(~
0'
T"""
..,
o
<Q
~
[
u
~
en
'"
c::
~ g
~ 6:-
>- ~
~ ~
"' <C
'" <IJ
<oJ <.:l
E >-
o w
u. "
~ ~
c: <II
'" ~
u; IJ..
0')
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
13
III
"e
0.
'0
III
Ul
a
0.
e
0.
Ol
.s
....
$2
Ul
c
.2
10
u
!E
(6
:>
0-
en
'E
<E
....
:>
a
>>
Ol
c
:e
a
0.
0.
:J
Ul
Ul
Q)
~
:>
o
Ul
~
'0
C
.2
0..
'C
u
CI)
III
'0
....
a
c
o
~
E
....
$2
c
co
c
o
:;::J
:a
'0
co
>,
C
co
Ol
'0
'>
o
....
0.
.8
OJ
u
co
0.
CI)
Ul
€
Ol
Ul
::I
'O<(_en .
UlI<(.$
~COIc
c COQ)
III u:i 4- E
E Ol 0 c
1::U=OJ
co'~ ~'OO
O'Ol....(/)
OlooOlco
~cEOJ
coocoOJ
g :!?? E :g
-2:00.0
'OOJE-o
C 0.'-' c:
to ::J C to
2 ~~ ~
19 .2 {J ~
cn-rn..c
...: 2 ~.Ql
~~-",.c
Clll/l- ....
I:: :J :J
'00.00
$u'Oo
o'OC~
~cCO>>
encoenU
OJ . ~ a5
.2 ~ .a '0
~.- U Ii::
III E 2 e
Cf)ro-o.
Q)o.2~
c I:: 0
'C 5 e Qj
~:;:;'t: >
I:: co III Cll
.- t--
g>8..~Th
Q)OO-oE
g>~2co
.-~roC)
~ ..03 c
~ C>> '- .C
~ 'E '0 .0
o Ol C Ol
UOJOl3:
.~'~'~E
enc'OOl
c Cll CD ....
~co-E1!
III .... OJI-
a ~ .=: ~
E:J'OOl
0::>.2:5
U l/l U 0
OJ cii.!: C
.!: c ui ~
"'C'c::.-
'>OlaJo
t"l1ll.~C
c C 0'-
0.'- .... U
OJ 0. co
cCCDo.
Ol Ol Ol co
Ol >''0 U
.0 CO'C Ol
en3:.cc
co.c'OO
J:: .QJ c C
...-..c co .-
<( III ;>,.$
I~tOc
co2~Ol
~0.J:: E
en E .!;;1l c
'* 8 ~ .~
'0 .c $2 Ul
o:t:: ~ co
Cl)3:QjOl
en(/)_Ol
<(~O'O
C en'e
-gJggJ.c
coUu'O
J:: .l!l .~ ~
g~Ol>-
IOl~~
..cc.c
.....~.c Ol
Ol E Ol'-
Ol lll.c
C,a c.c
~ c/J 'm:::
l/l ro c ~
'Qj J:: III '0
co<((6~
16Ico5"5
l!) .- >
0) . ~.!:
~aS~
~:;::Jero
c ro 0.-
.- 1:: Ul Ol
(J)OIllC
0. '0 I::
en._ 0
C > en
co 0 ....
.... .... Q)
I- 0. 0.
o
r-
Ql
III
:e
~
><
w
~
III
Ql
C
~
'C
.;:
10
>>
~
'0
m
o
....
X
CD
0.
E
o
U
'0
C
ro
.....
:i
u
!j:
'6
Cil
o
E
III
:5
.....
o
III
E ..
o Q)
l/l'O
....~
o U
4- C
CJl'-
c<(
.QI
'5 co
gE
~ '0
c III
.91 .r:
u CJl
!j:=
III 0.
OJE
c 0
._ u
.r: u
l/l co
:a~
E u
o .9l,
u e
alo.
..... >.
o ro
'0 ~
.....r:
o OJ
u.-
lllJ::
....'0
to I::
CJl co
co CJl
J::0l
~.~
co 00
o
- ....
2; u
:;:;~
ro'O
1:: 'C
8..,c
(/) >>
C co
~ ~
f- III
- ~
o co
+' ~
~c:
E III
1::U
co III
0. a::
III
alii
co"'"
-019
'C Ul
o Q)
u:.s
Ol c
.r: .-
~ .r:
0:::
:;::3:
c CJl
co.....
~u
-Q)
:J .~
CJl 0
C ....
00.
U C
g>.~
.- Q)
~'O
Ol III
-m.g
~}i
'0
C
co
c
~
'E
o
o
N
~
-l
IL
:i-
c
:J
o
()
Ol
'0
co
q
'E
.~
::2
>;
co
~
en
CD
0.
x
LU
o
:t:
Cll
E
(6
0..
c
~
'E
co
~
-l
IL
.c
u
m
Q)
al
~~
Ol=
co=
u::Ecc
'0.2 ~
~ f~ ~ E
a:: Ol' l!) C')
CIJ lOit;~c
CiicS:.c-i-ig
og~ allL.IL_E
Ol=CJlOlQ)co
OlE gJal(6 cN
:OouE"E6<n
Cr-....- lll() -
al~2~'O i
c: --! .s ...... ::).~ ...
.:g ~ III ~ ~ 1ii ~
Cil c.s ~ 1::::2 >
III c.... 0 _ to
'0 :J gz a.i u.. >>I
lllOOOl .mOl
o..()oc~~o
-g"Eo~c2o
cocor-uroro:;2:
N::O:: Cii-5~_-
c:eUJ'EQ5-co
oco'O-~2c
:;::J _c1::ECJlco
ulllroOt::CC()
Ol OJ~ 0. 0 0 Ol
CIJ C C.!::: o.~ III
I jg OJ <( .E 2 -5
>;t:~roe(ElO
coOluc(6Ol.c
~c.!:!1gc.ccc
~-;;;g.~:8::[B
o.'~ a:: Cii ~ ~ ~
xoOl-....o()
LU OlE 2 CD
OQ;:g.r:.f;.g>Q;
:t: .c ....... ~ Ol .- >
Q)"ELUl,..,_'-o
EroJ::lllCOCOOl
-D..ual"E~Ol
&.--~.5.gJ~:g
~CllCOco:J()al
~~CiiD..COUl~
co @-"6>---l CN
0::5~~5~(J)
(J)f-u.....!.u..LU::I
u..Cll
--.J >
'C
go
0....
- Ol
r- .c
~ ~
C
'Oro
I::D..
co__
c Ol
OJ-"
'00 '5.
Cll c
'C ....
::J
Olf-
.g>Cll
.- .c
.... ~
.0 .....
CllS
Ol~
"i'LU
:Q()
::J-
~~.
Orn~
....l!)
u..Olo
--.JCllO
O.!: N
Ol~
oCCll
qLUOI
r- C
"" OJ ro
....!: ..s::
c ~ U
OI:J....
'w en .$
Ol I:: c
~8t
co_ 0
""'00.
C .....
OJ Ol'-
E'S<l:
g>~ 13
CI) rn co
lll.f; CD
~coco
~ :g ,f;
c: 0 [\j
ou::o..
uOl'O
o:5ffi
IL E -
-lo~
o~o
8_ E~
l'-~~
CD~CD
..... <( 01
Q) "0 ffi
:>c.c
o ro u
CI) .... ....
0) (9 III
"O.e
:J _
-g~1::
._ c: 0
en~e-
~ Qj <i:
'C~CD
.;:: LU ro
..0....'0
1-0....
o Ollll
o.~ -g
III Q; co
'CCD-l
'C c: ...;
0'- u-
_ OJ
lJ..C^
CLUN
OOlO
lllJ::O
u""'~
al~Ol
'J:: .~ .g
~ ~'J::
XCDal
CD....~
c:CDN
.~ ~ (J)
:{l .::1
_ C _
~ OJ~
CD .- "0
Ul ....
OlCllCO
:g'O~
.cOle(
..... 010)
c:gO)
~.c~
CIl-~
.... Ol CD
rn 2 01
4;1Jlc:
I....ro
al .ffi.f5
E ~
o~
.s::.
lJ
III
o
~
oCt
c:
.2
fIl
Cll
C
C
o
~
u
(6
'0
I-
.8.85
CCl>~
Q.) '- g
~~e
Eoo.
EUlUl
o i::' c:
U[\j~
Ol al Cl.
Cot: Q)
,g g-.s
Ul.....4-
CJl 0. 0
'E ~ ~
~ 0. ~
CD g ::J
:5gz8
Q) III
:5'0-0
.~ gj ffi
-0 J:: >.
Ol <l: U
a.I C
5 co .~
u c"!j:
III 0 CD
g:eQ)
.:g :g .s
CD co CD
~.f; g
III .jg
IJl III C
E g> CIl
f-CJl'O
:J C
.vOCC
~OOl
~ <l: 10
~()....
Ol::~
1Jl.- CD
'O....u
c.gJ 15
roCOo
CDOl.....
m ~ a;
3:00>
'Orno
to <( 0.
.c:r:c;
oCOOl
000)
<(+,.0
()a~
1:::e.c
9 &~
91 0 ~co
~u
:r~
9 (6 ill
2a~
~;;~
cc Q)
OJ c 'J::
c-o..
'00 ~ E?
:J:>Cl.
'0 e en
~.o<I:
OOCJlI
'6,jgco
8mci
tlro~
co.!!? ()
ll.sc
_1::0
~~~
CJl Q) rn
cE.g
-3. g-'g
Q) Qj 0.
.c>CIl
~CDc
'0 ~.2'
~I::OO
alco.gJ
E J:: Ol
o.~OJ
gm:g
CIlrn'c
a;~-o
'0 . I::
Q) C co
.r:.2 >- ui
1-1O~~
>-ou
o co 0
.~ e 0.
e
OJ
'(Ii
a>
'C
III
.s
~
$2
Q)
OJ
co
-'"
u
cc
0.
III
>
'00
C
CD
.r:
Ol
0.
E
o
u
co
.~
~
oCt
D..
o
W
(9
ui
E
a>
Cil
;>.
(J)
>.
~
'E
III
al
.....
o
€
III
0.
e
0.
Ol
.r:
~
3:
o
c
.~
.c
u'C
:.c"C
3: 0
~ 3:
<l: III
o...s
O~
LU15
(9.r:
.!!? g>
<l:e
I.c
co-;;;
Em
III
'OC
~'5J
gal
CD>,
~.o
'0"0
tfl Q)
~~
cc (Jl
-'" .-
U'C
co C
0. co
III CJl
.... C
~~
0>,
CIl ro
.... ~
.!!l .r:
E .QJ
Q).c
C.b
Q) C
.s .2
og
a>'O
co
00.
'0
C
[\j
III
CJ
::::
III
.s::.
-
rn
Q)
c:(
, . l/l
e c/J .-
'-'in IJl
l/l >>z.
<I: co co
Icl::
coco~
- ro
. ro ~
CJl c C
'OOlll
to :;:> E
~ ~ c:
co CD 0
I:: g-'5
.~ 'C a5
llle'O
'Oroc
Ol.~ co
'E al &
lll.c .-
Ol Cil IJl
c: Ol III
.- co '0
01'0 ~
C Ol co
CDuc:
IJl e .-
:JrnE
O.c =
.... c CD
CD a> ....
E Ol.e-
:J C 0
~~c
.- -' (l)
'O=C
Cll U 0
:::! ~ Co
iil >>E
lll.o 0
.... Ol U
en....-
ro Q) c;
.r:.r:CD
.c+:E
u13CD
mlll~
O'~O
n.e~
0. 0.._
[\j~,g
C/):;::;.o
.- C ::J
t=Q)0.
c CD
uilll.r:
u..... .....
:;:>og>
OJ Qj ._
:5'O~
000-0
Ol E CD
co Ul
uO:>
Ol C') ....
'0" ro J2
c.. 2 co
rJ) co'':
'OQ)lll
roOm
:: 0 E
o.....c
~ '" 0
.c~=
U CJl ro
co::~
e 0 a5
0.= en
0. co CD
(O~a
.... co CD
::J=;:_
o if: co
.s 0 .~~
III en 0 u
-0 0 0..9l,
'J:: 0 0. e
a. <( ro 0.
gJo 01 CD
.x. _ c: .c:
ro 0 '0. -
"""('tJoo
gj :::- ~ Q)
~coQ)OJ
.~ a "0 2
0'- C tfl
Ul CI) .- C
CJl c"5 OJ
<l: ~ .8 -ijj
'0'- _ III
I::'CCC'O
rocb;t::-
.r:CD:>ro
(J'-coE
0:5 o Ii::
IJ::..!!!~
.0 ro_
Q; III CI) IJl
Olen= co
C .- Q)-
Cll't:'OQj
3:~03:
00 x E en
'Qj Ql 0 co
al CD C') .
Ul 00 III
5:Eg
.cl-en
ili
10
o
"
~~
~
.....
~ "(.
Ol
~j
E
:
.~()1
'0
Ol
~
S
Ql
.c
I-
....
r-
~
o
o
N
o
N
=c
Cl.
<(
~
c:
III
'0
'(Ii
a>
D::
CIl
u
:>
....
a>
Ul
::J
a>
o
ai
't=
CD
.0
o
0::
~
i=
'0
C
ro
CIl
E
co
Z
'0
Q)
C.
>.
I-
\
i:!
:J
10
c
OJ
U5
m
<:>
<0
,.;
Cl
u.
U
~
6,
"
0:
~ U
01 fe
-u.
~u
" "
~ "-
~~
"'",
E >.
OD
"-n
~~
"Ct>
2e
WD-
r-
..-
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted to City of Sunny Isles Beach, Florida
by Sergio Alfonso, Jr., P.E., Executive Vice President
for Marlin Engineering, Inc.
whose business address is 2191 NW. 97 Avenue, Miami, Florida 33172
, ~.:...... ~.'Y'-~'
and (if applicable) its Federal Employer Identification Number (FEIN) is 65-0279601
(IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:
2. 1 understand that a "public entity crime" as defined in Paragraph 287.l33(1)(g), Florida Statutes, means a violation of
any state or federal law by a person with respect to and directly related to the transaction of business with any public
entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to,
any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any
other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or
material misrepresentation.
3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes means a finding
of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial
court of record relating to charges brought by indictment or information after July I, 1989, as a result of a jury verdict,
nonjury trial, or entry of a plea of guilty or nolo contenders.
4. I understand that an "affiliate" as defined in Paragraph 287. 133(1)(a), Florida Statutes, means:
a. A predecessor or successor of a person convicted of a public entity crime; or
b. An entity under the control of any natural person who is active in the management of the entity and who has been
convicted of a public entity come. The term "affiliate" includes those officers, directors, executives, partners,
shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership
by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income
among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that
one person controls another person. A person who knowingly enters into a joint venture with a person who has
been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate.
5. I understand that a "person" as defined in Paragraph 287. 133(1)(e), Florida Statutes, means any natural person or entity
organized under the laws of any state or of the United States with the legal power to enter into a binding contract and
which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which
otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers,
directors, executives, partners, shareholders, employees, members, and agents who are active in management of any
entity.
~ r--" _'
~-~~~f"~
SIGNATURE OF AFFIANT
..c';>=-~(-'IC. i!~Lr-<:~\<;.Cc J,'-2..
(Printed or Typed Legal Name of Mfiant)
State of Florida County of Miami-Dade
Sworn to and subscribed before me this 24th
day of April
, 2007 by
Sergio Alfonso, Jr., P.E., Executive Vice President of Marlin Engineering, Inc.
Wendy Mendez
Notary's Name Printed, Stamped or Typed
Personally Known:
or Produced Identification
Notary Seal:
cP.",Y i\. wendy Mendez
\~; My COt'I'ImiSSion 00294946
o"..dF' Expires March 29. 2008
Identification Produced
Page 8 of 9
Notice To Bidder Fonn.Doc
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
NON-COLLUSIVE AFFIDA vir
State of
Florida )
County of
Miami-Dade )
Sergio Alfonso, Jr., P.E., Executive Vice President of Marlin Engineering, Inc. being first duly sworn, deposes
and says that:
(1) ~she is the @w~0Partner, Officer, Representative or Agent) of the Bidder that has
submitteo the attached Bl ;
(2) @he is fully informed respecting the preparation and contents of the attached Bid and
of all pertinent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collusive or sham Bid;
(4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives,
employees or parties in interest, including this affiant, have in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder, ,firm, or person to submit a
collusive or sham Bid in connection with the Work for which the attached Bid has been
submitted; or to refrain from bidding in connection with such Work; or have in any manner,
directly or indirectly, sought by agreement or collusion, or communication, or conference with
any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or
to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder,
or to secure through any collusion, conspiracy, connivance, or unlawful agreement any
advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work;
(5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by
any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any
other of its agents, representatives, owners, employees or parties in interest, including this
Affiant.
~', ~
~rtJRi O~(; ,.~
Sergio Alfonso, Jr., P.E.
(Printed or Typed Legal Name of Affiant)
State of Florida County of Miami-Dade
Sworn to and subscribed before me this 20th
day of April
, 2007 by
Sergio Alfonso, Jr., P.E., Executive Vice President of Marlin Engineering, Inc.
Wendy Mendez
Notary's Name Printed, Stamped or Typed
~sonally Know~
Identification Produced
or Produced Identification
Notary Seal:
~*' wendy Mendez
\ ~.; My Commission D02G4948
0....' Expires March 29. 2008
Page 9 of9
Notice To Bidder Fonn.Doc
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
I. This sworn statement is submitted to City of Sunny Isles Beach
by Arsenio Milian, P.E.
for Milian, Swain & Associates, Inc.
whose business address is 2025 SW 32nd Avenue, Suite 110, Miami, Florida 33145
65-0094999
and (if applicable) its Federal Employer Identification Number (FEIN) is
(IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:
2. I understand that a "public entity crime" as defined in Paragraph 287. I 33(1)(g), Florida Statutes, means a violation of
any state or federal law by a person with respect to and directly related to the transaction of business with any public
entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to,
any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any
other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or
material misrepresentation.
3. I understand that "convicted" or "conviction" as defined in Paragraph 287. 133(1)(b), Florida Statutes means a finding
of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial
court of record relating to charges brought by indictment or information after July I, 1989, as a result of a jury verdict,
nonjury trial, or entry of a plea of guilty or nolo contenders.
4. I understand that an "affiliate" as defined in Paragraph 287. I33(1)(a), Florida Statutes, means:
a. A predecessor or successor of a person convicted of a public entity crime; or
b. An entity under the control of any natural person who is active in the management of the entity and who has been
convicted of a public entity come. The term "affiliate" includes those officers, directors, executives, partners,
shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership
by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income
among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that
one person controls another person. A person who knowingly enters into a joint venture with a person who has
been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate.
5. I understand that a "person" as defined in Paragraph 287. I 33(1)(e), Florida Statutes, means any natural person or entity
organized under the laws of any state or of the United States with the legal power to enter into a binding contract and
which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which
otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers,
~~::~:;;"UliV'" p'rtne",~ olde", employ"" membe", aod .gen" wbo ." "live in m'""gemenl of ,ny
(..../~ Arsenio Milian, P.E.
SIGNATURE OF AFFIANT (Printed or Typed Legal Name of Affiant)
State of g~d.4:'>County of~.,6J~
Sworn to and subscribed before me this cJ-Y day of ~ ' 2007 by
Personally Known:
Identification Produced
~UI'I/(!.e Notary Seal:
Notary's Name Pri ~
Page 8 of9
RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum I).doc
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
NON-COLLUSIVE AFFIDAVIT
State of
Florida
)
County of
Miami-Dade )
Arsenio Milian, P.E.
and says that:
being first duly sworn, deposes
(I) He/she is the (Owner, Partner, Officer, Representative or Agent) of the Bidder that has
submitted the attached Bid;
(2) He/she is fully informed respecting the preparation and contents of the attached Bid and
of all pertinent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collusive or sham Bid;
(4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives,
employees or parties in interest, including this affiant, have in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder, finn, or person to submit a
collusive or sham Bid in connection with the Work for which the attached Bid has been
submitted; or to refrain from bidding in connection with such Work; or have in any manner,
directly or indirectly, sought by agreement or collusion, or communication, or conference with
any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or
to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder,
or to secure through any collusion, conspiracy, connivance, or unlawful agreement any
advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work;
(5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by
any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any
other of its agents, represen7tati s, owners, employees or parties in interest, including this
Affiant.
~ Arsenio Milian, P.E.
SIGNA TURE OF AFFIANT (Printed or Typed Legal Name of Affiant)
State of /f~ County of ~.a.-'~~
Sworn to and subscribed before me this ",:;.v day of ~
, 2007 by
Personally Known:
Notary Seal:
E VAl IU
Notary's Name Printed,
Page 9 of9
RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum I).doc
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES. ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted to City of Sunny Isles. BeaCl1,r1iami-,Dade County, FL
by Beiswenger, Hoch & Associates, Inc.
Invitation to Submit Oualifications No D7-03-01
fur Englneerlng ~erVlces for Government Infrastructure
whose business address is 1190 HE 163rd Street, Suite 203, North Miami Beach, FL
and (if applicable) its Federal Employer Identification Number (FEIN) is
(IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:
59-0751610
2. 1 understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of
any state or federal law by a person with respect to and directly related to the transaction of business with any public
entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to,
any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any
other state or of the United States and involving antitrust. fraud, theft, bribery, collusion, racketeering, conspiracy, or
material misrepresentation.
3. 1 understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes means a finding
of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial
court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict,
nonjury trial, or entry of a plea of guilty or nolo contenders.
4. I understand that an "affiliate" as defined in Paragraph 287 . 133(1)(a), Florida Statutes, means:
a. A predecessor or successor of a person convicted of a public entity crime; or
b. An entity under the control of any natural person who is active in the management of the entity and who has been
convicted of a public entity come. The term "affiliate" includes those officers, directors, executives, partners,
shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership
by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income
among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that
one person controls another person. A person who knowingly enters into a joint venture with a person who has
been convicted of a public entity crime in Florida during the preceding 36 months shalI be considered an affiliate.
5. I understand that a "person" as defined in Paragraph 287. I 33(1)(e), Florida Statutes, means any natural person or entity
organized under the laws of any state or of the United States with the legal power to enter into a binding contract and
which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which
otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers,
directors, executives, partners, shareholders, employees, members, and agents who are active in management of any
entity. 0.1 I n
WL-A- A . ~
SIGNATURE OF AFFIANT
Robert B. Deuser, Vice President
(Printed or Typed Legal Name of Affiant)
State of Florida County of Hiami-Dade
Sworn to and subscribed before me this 23rd day of
Robert B. Deuser
Apri 1
, 2007 by
Linda S. Scotece
Notary's Name Printed, Stamped or Typed
Notary Seal:
PersonalIy Known: X
or Produced Identification
Identification Produced
Page 80f9
Notice To Bidder Fonn.Doc
I:
I .
I ·
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
NON-COLLUSIVE AFFIDA VIT
State of
Florida )
County of
Miami-DadE}
Ro b~ r t B..J:)~1!~~I;J_Y~c:E;_]res id en t
and says that:
being first duly sworn, deposes
(1) He/she is the (Owner, Partner, Officer, Representative or Agent) of the Bidder that has
submitted the attached Bid;
(2) He/she is fully informed respecting the preparation and contents of the attached Bid and
of all pertinent circumstances respecting such Bid;
(3) Such Bid is genuine and is not a collus.ive or sham Bid;
(4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives,
employees or parties in interest, including this affiant, have in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder. ,firm, or person to submit a
collusive or sham Bid in connection with the Work for which the attached Bid has been
submitted; or to refrain from bidding in connection with such Work; or have in any manner,
directly or indirectly, sought by agreement or collusion, or communication, or conference with
any Bidder, firm. or person to fix the price or prices in the attached Bid or of any other Bidder, or
to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder,
or to secure through any collusion, conspiracy, connivance,. or unlawful agreement any
advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work;
(5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by
any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any
other of its agents, representatives, owners, employees or parties in interest, including this
Affiant.
21J- ~ . 9-R-- .~. ~
SIGNATURE OF AFFIANT
Robert B. Deuser, Vice President
(Printed or Typed Legal Name of Affiant)
State of Florida County of Miami-Dade
Sworn to and subscribed before me this 23rd day of April
, 2007 by
Robert B. Deuser
Linda S. Scotece
Notary's Name Printed, Stamped or Typed
Notary Seal:
Personally Known: X
or Produced Identification
Identification Produced
Page 9 of 9
Notice To Bidder Form Doc
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~""'....,"
Engineering Services for Government Infrastructure
RFQ No. 07-03-01
CLIE.... REFERE.CES
Contace
CI~ene
City of Coral Gables Public Works
285 Aragon Avenue
Coral Gables, FL 33134
FOOT, District Six
1000 N.W. 111 Avenue
Miami, FL 33172
FOOT, District Six
1000 N.W. 111 Avenue
Miami, FL 33172
FOOT, District Six
1000 N.W. 111 Avenue
Miami, FL 33172
FOOT, District Six
602 South Miami Avenue
Miami, FL 33130
Miami-Dade Public Works
111 N.W. First Street
Miami, FL 33128
FOOT, District Six
1000 N.W. 111 Avenue
Miami, FL 33172
Miami-Dade Aviation Department
4200 N.W. 36 Street, Bldg. 5-A
Miami, FL 33122
Miami-Dade Public Works
111 N.W. First Street
Miami, FL 33128
Miami-Dade County Park & Rec.
275 N.W. 2 Street
Miami, FL 33128
City of Miami
3500 Pan American Drive
Miami, FL 33133
City of Miami
3500 Pan American Drive
Miami, FL 33133
't'i<"'"
I'EL .0.
G
~~~,
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
'.
.
.
.
.
.
.
.
.
, .
.
.
.
.
.
.
.
.
.
.
MSA Milian, Swain Associates, Inc.
CLIENT REFERENCES
Client: Miami-Dade County Department of Environmental Resources Management
Contact Person: Victor Martin, P.E.
Title: Project Manager
Address: 33 SW 2nd Avenue
City, State: Miami, Florida 33130
Telephone Number (305) 372-6789 Ex!. 6992
Fax (305) 372-6772
E-mail martiv@miamidade.qov
Client: Miami-Dade County A via ton Department
Contact Person: Nancy Pantoja
Title: Head, Environmental Engineering Department
Address: P.O. Box 592-75
City, State: Miami, Florida 33159
Telephone Number (305) 876-7489
Fax (305) 876-0239
E-mail npantoia@miami-airport.com
Client: Miami-Dade County Parks and Recreation Department
Contact Person: Barbara Falsey
Title: Chief, Planning & Research Division
Address: 275 NW 2nd Street, 4th Floor
City, State: Miami, Florida 33128
Telephone Number (305) 755-7860
Fax (305) 755-7964
E-mail barbara@miamidade.qov
Client: Miami-Dade Water and Sewer Department
Contact Person: John Renfrow, P.E.
Title: Director
Address: 3071 S.W. 38th Avenue
City, State: Miami, Fl. 33146
Telephone Number (786) 552-8156
Fax (786) 552-8647
E-mail Renfr J@miamidade.qov
Client: Miami-Dade Water and Sewer Department
Contact Person: Jorge Rodriguez
Title: Associate Director
Address: 3071 S.W. 38th Avenue
City. State: Miami, Fl. 33146
Telephone Number (786) 552-8091
Fax (786) 552-8638
E-mail rsj@miamidade.qov
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MSA Milian, Swain Associates, Inc.
CLIENT REFERENCES
Client: Miami-Dade Water and Sewer Department
Contact Person: Manuel Morin
Title: Project Manager
Address: 3071 S.W. 38th Avenue
City, State: Miami, F1. 33146
Telephone Number (305) 668-1961
Fax (305) 669-7657
E-mail MMMOR01 @miamidade.qov
Client: Miami-Dade County Park and Recreation Department
Contact Person: Li Gurau, Ph.D, P.E.
Title: Design and Development Division
Address: 275 NW 2nd Street, 4th Floor
City, State: Miami, FL 33128
Telephone Number (305) 755-7834/ (305) 755-7834
Fax (305) 755-7995
E-mail Gurau@miamidade.qov
Client: Shoma Develompment Corporation
Contact Person: Masoud Shojaee
Title: President
Address: 5835 Blue Lagoon Drive, 4th Floor
City, State: Miami, F1. 33126
Telephone Number (786) 437-8587
Fax (786) 437-8633
E-mail anama ria@shomahomes.com
Client: City of South Miami Public Works Department
Contact Person: Ajibola Balogun
Title: Public Works Director
Address: 4795 SW 75th. Avenue
City, State: Miami, FL. 33155
Telephone Number (305) 663-6350
Fax (305) 668-7208
E-mail a ba loqu n@citvofsouthmiami.net
Client: City of Miami Beach c.l.P. Department
Contact Person: Hiram Siaba
Title: Senior Capital Projects Coordinator
Address: 1700 Convention Center Drive
City, State: Miami Beach, FL. 33139
Telephone Number (305) 673-7000 Ex!. 6572
Fax (305) 673-7028
E-mail hsiaba@miamibeachfl.qov
Client: MCM Corporation
Contact Person: Fernando Munilla
Title: Vice President
Address: 620 I SW 70th Street, 2nd. Floor
City, State: Miami, FL. 33143
Telephone Number (305) 541-0000
Fax (305) 541-9771
E-mail fmunilla@mcmcorp.com
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MSA Milian, Swain Associates, Inc.
CLIENT REFERENCES
Client: City of Coral Gables Public Works Department
Contact Person: Jim Kay, P.E.
Title: Project Engineer
Address: 2800 SW 72nd. A venue
City, State: Miami, FL. 33155
Telephone Number (305) 460-5069
Fax (305) 460-5080
E-mail ikay@coraIQables.com
Client: City of Fort Lauderdale - Waterworks 2011
Contact Person: Paul Bohlander
Title: Program Manager
Address: 200 North Andrews Avenue, Suite 300
City, State: Fort Lauderdale, FL. 3330 I
Telephone Number (954) 522-2604 Ext. 15
Fax (954) 522-7971
E-mail PBoh I a nd er@fortlauderdale.Qov
Client: Utilities Inc.
Contact Person: Steven M. Lubertozzi
Title: Director of Regulatory Accounting
Address: 2335 Sanders Road
City, State: Northbrook, Illinois 60062
Telephone Number (847) 498-6440
Fax (847) 498-6498
E-mail s. m.1 u bertozzi@utilitiesinc-usa.com
Client: City of North Miami Beach
Contact Person: Jerry Chiocca
Title: CP A, (Rachlin, Cohen & Holtz)
Address: 170 II NE 19th A venue
City, State: Miami Beach, FL 33162
Telephone Number (305) 377-4228
Fax (305) 377-8331
E-mail ichiocca@rachlin.com
Client: Miami-Dade Water and Sewer Department
Contact Person: Tony Kalata
Title: Rate Analyst
Address: 3071 SW 38th Avenue
City, State: Miami, FL 33146
Telephone Number (786) 552-8221
Fax (786) 552-8645
E-mail aik@miamidade.Qov
Client: Camp Dresser & McKee, Inc.
Contact Person: Victor J. Pujals, P.E.
Title: Vice President
Address: 800 Brickell A venue, Suite 710
City, State: Miami, FL 33131
Telephone Number (305) 372-7171
Fax (305) 372-9167
E-mail puialsvi@cdm.com
.
.
.
.
.
.
.
.
.
, .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
MSA Milian, Swain Associates, Inc.
CLIENT REFERENCES
Client:
Contact Person:
Title:
Address:
City, State:
Telephone Number
Fax
E-mail
City of Miami Beach C.I.P. Department
Jorge Cano
Assistant Director
777 17th Street, Suite 20 I
Miami, FL 33139
(305) 673-7071
(305) 673-7073
iorqecano@miamibeachfl.qov
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Engineering Services (or Government Infrastructure
RFQ No_ 07.03.01
PROPOSED PERSONNEL
I.'~"tly~.
~~
~~
'-Fl~
The Marlin Engineering Team is composed of highly specialized Task Managers and a Project Manager.
For example, our Highway Design Department is led by Edwin F. Mojena who is the proposed Project
Manager. Mr. Mojena has over 14 years of design in transportation related projects as well as project
management experience. He has a staff of ten designers, three of which are licensed Professional
Engineers with design, management experience as well as drainage design experience. Our structural
subconsultant, Beiswenger Hoch and Associates is led by Manuel Sanchez, P.E.., who has over 34 years
of experience performing structural design projects. Drew Campbell of Milian Swain and Associates will be
the lead Environmental Scientist conducting all environmental permits and main point of contact with all
permitting agencies. We have developed the following table which addresses the requirements of the RFP
for the key personnel assigned to this project. This team will be led by Ramon Soria, P.E. whom has 23
years of management experience on projects ranging from Traffic Calming to complex urban
reconstruction. As Project Manager and President, Mr. Soria will ensure that all the resources are
available and that this project is performed to the complete satisfaction of the City of Sunny Isles Beach.
KEY STAFF
Ramon Soria, P.E.
Principal-in-Charge/ President
Edwin F. Mojena, P.E.
Project Manager
Naldo Gonzalez, P.E.
Assistant Project Manager
Manuel Sanchez, P.E.
Director of Structural Designer/Structures PM
Soheila Sadough, Ph.D., P.E.
Chief Structural Designer
Dinesh Dagly, P.E.
Senior Structural Engineer
Delio Perez, P.E.
Senior Structural Engineer
Raul Amaya, P.E.
Senior Structural Engineer
Pete Diaz, PSM
Task Manager - Surveying /SUE
Lazaro Fleitas, PSM
Task Manager - Surveying/SUE
Sergio Alfonso, Jr., P .E.
Task Manager - Quality Control
Ana M. DePriest
Task Manager - CEI
Arsenio Milian, P.E.
T ask Manager - Drainage/Permits
Julio Menache
Drainage Design
Drew Campbell
T ask Manager. Senior Environmentalist
Raj Krishnasamy, P.E.
T ask Manager - Geotechnical
Alejandro Quevedo
T ask Manager - Utilities
EXPERIENCE/
AVAILABILITY
23 years
100% (as needed)
t 4 years
100%
10 years
70%
34 years
90%
26 years
85%
40 years
80%
53 years
75%
27 years
75%
20 Years
75%
16 years
80%
33 years
50%
22 years
90%
35 years
50%
18 years
50%
13 years
85%
19 years
75%
27 years
80%
EXPERIENCE ON SIMILAR PROJECTS
Mr. Soria serves as Principal-In-Charge of all projects for marlin Engineering. He has also
managed a number of projects such as NW 25 Street PD&E Study, and numerous pedestrian
projects in the Keys and Miami.
Responsible for overseeing the development and progress of plans production and CADD
personnel activities. Edwin has performed as Deputy Project Manager on Project Development &
Environmental (PD&E) studies for FDOT. Mr. Mojena is certified by FDOT as TCP engineer.
SR A-1-A resurfacing, NW 25 Street Reconstruction, SR 953 (LeJeune Road.) Resurfacing, SR-
826 Connector Ramp widening, 1-95 H.OV. Lighting and Signing Palm Beach, Collins Avenue
reconstruction, US-1 Reconstruction.
Mr. Sanchez has served as a valuable member of the structural team, responsible for project
management from conceptual design development through final design plans and overall project
guidance of major bridges and interchanges.
Dr. Sadough is experienced in both preliminary and final design of a variety of minor bridges and
structures utilizing precast segmental and structural steel (Steel Plate Girders and Steel Box
Girders).
Mr. Dagly has 40 years of structural design experience related to minor bridges and structures
utilizing precast segmental and structural steel (Steel Plate Girders and Steel Box Girders) and mass
transit structures.
Mr. Perez was the Segmental Specialist on the Port of Miami high-level bridge project. He also
served as the project manager and author of "Inspection and Maintenance Manual" for precast
segmental bridges, which was prepared for the Florida Department of Transportation.
Mr. Amaya has served as a valuable member of the design team on numerous minor structures
and major bridge assignments utilizing precast segmental and structural steel (Steel Plate Girders
and Steel Box Girders).
Roadway Surveys for: SR-826 (Sunny Isles Beach), NW 25 Street, Miami Beach, SR 934 (NW 79
Street, SR-5(US-!), SR-997 (Krome Avenue) Bus Lanes, Miami International Center.
Surveying and mapping for: SR-809 Military Trail (Palm Beach, FL), 1-95/SR-9A (Miami, FL), SR-
713/King's Highway(S!. Lucie, FL).
Quality control Manager for: NW 25 Street Reconstruction, Sr-826 Connector Ramp, SR-80
(southern Boulevard), SR A 1A Resurfacing, SR-714 at Turnpike.
Construction Manager for: Miami Intermodal Center Roadways, SR-826 (Palmetto Expy), Flagler
Street Milling and Resurfacing, Biscayne Boulevard in Aventura, Golden Glades H.OV. Flyover.
Mr. Milian has over 35 years of experience in environmental and Civil engineering, management,
design, permitting and operational of utility and solid waste systems.
Mr. Menache has over 18 years of experience in Design, specifications, Civil/Environmental
Permitting, Bidding and Construction Phases of private and Public Sector projects in South
Florida.
Mr. Campbell has participated in many research oriented projects; specializing in those relating to
stormwater treatment, chemical treatment, best management practices, and wetland
biogeochemistry in order to reach interim Everglades Forever Act's Phase II water quality goals,
and Long-term Water Quality Goals outlined in the District's Conceptual Plan (Long-Term Plan).
Mr. Krishnasamy was a Project Manager for a $1.2 billion multimedia super corridor project that
included universities, commercial buildings, and residential roadways. He was also Principal
Geotechnical Engineer for a $780 million elevated highway, where he established Rock Founding
Rationale for deep foundation systems.
Mr. Quevedo has over 27 years of experience in the construction engineering, inspection (CE&I)
and project manaqement for Roadways, Utilities/Infrastructures and Bridge proiects.
~~!!.~,
.
.
I :
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.~
.2
.g
~
II)
.~
e:
.~
CIl
.~
CIl
.~
<!l
..2
II)
..~~
.CIl'
V)M
o
01'
e:"
.,_0
li; 0
CIl~
. .S; ()
2>u.
.UJCl::
U
E
vi w
U CIl ::::'U
E '0 Oz
vi 'w CO::<(
CIl 0 I-co::
'0 '" z:;:)
U <
E 'w OVl
~ ocl U~
dl '" .r.
.S <( u >->-
Qj ocl 0 !::I-
:I: ...... -
CIl c <(......
c '0 Qj :;:)<(
'0, ;t Ol U 00
C In C E
LU CIl
~ C ~ E
C g 'Qj Q;
::E ~ "" ;::
I I I I
z
0
t= ......
>-<( <(
!::z U
......-
-0 Z
I-co::
:;:)0 J:
U
0 w
U I-
0
W
e>
c::
LLI
CJ
c(
2
c(
:E
l-
V
LLI ......
~ 0
0 co:: ......
c:: I- <(
C. Z co::
0 :;:)
I-
U U
U :;:)
co::
u::: I-
.... VI
<(
co::
I-
z
~
VI
w
o
>-
<(
~
o
<(
o
co::
11
...Iz
e:::~
C(~
:e~
w
ue>
~z
co::-
:;:)ffi
Vlw
a:lz
:;:)-
VIe>
........z
e>w
~>-
>-1-
w:::;
>t=
co:::;:)
:;:)
VI
I-
W z
l- e> w ........
~ ......
Q:: co:: w ~e>
< <( >
J: ...... Zz
:J: u 0 w_
V . > ~!::
z z z~
...J . o co::
......
< <( u CO::w
Z Do.. :::; 5> Do..
U a:I Z
0 :;:)
Z Do.. w
- co::
I- Do..
~
-
Z
<
"
Q::
0
r---
I
I.
I
..
I
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-r
.
.
.
I
tp
.
.
~
.
I
.
I
.
j
.
~
.
.
.
.
.
.
.
.
.
.
.
RAMON SORIA, P .E.
Principal-in-Charge
~~!!~,
EDUCATION
Bachelor of Science in Civil Engineering, 1984
University of Miami, Coral Gables, Florida
REGISTRATION
Florida Professional Engineer #41218, 1989
PROFESSIONAL ORGANIZATIONS
Civil Engineering Honor Society (Chi-Epsilon)
American Society of Civil Engineers
SUMMARY OF EXPERIENCE
Mr. Soria has over 23 years of experience in the areas of Management, Planning, Design, and Implementa-
tion of Transportation Systems, Traffic and Transportation Engineering, Highway Design, Project
Development and Environmental Studies, and Expert Witness Testimony.
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
August 1991 to Present
Principal
Mr. Soria is the President of Marlin Engineering, Inc. His corporate responsibilities include the management
of Marlin Engineering, Inc., overall production, and administrative services. Mr. Soria also coordinates the
firm's efforts in providing professional services to all areas of expertise with respect to interdepartmental,
regulatory agencies and clients' relationship.
Relevant Projects: The Projects listed below are the most relevant; however, Mr. Soria has been involved in
many other projects as either Principal-in-Charge or Project Manager.
NW 25th Street PD&E, FDOT District Six, Miami, Florida (2000 - 2006). As Project Manager and Principal-
in-Charge, Mr. Soria was responsible for the Project Development and Environmental Study of this principal
arterial servicing Miami International Airport cargo facilities. Apart from the normal technical activities
associated with the study such as, preparing corridor studies, traffic reports, master plans, engineering
reports, and preliminary alignment design, Mr. Soria also directed public workshops and other numerous
public and agency meetings. Project Manager: Jason Chang, P.E. (305) 470-5331.
Coral Gables Traffic Calming, Coral Gables, Florida (1998 - Present). As the Project manager for this
Citywide Traffic Calming Project, Mr. Soria organized numerous Public Meetings in which he spoke to
hundreds of residents to be able to better analyze existing problems on city streets. He oversaw the
development of the data collection, analysis and recommendations to improve liability conditions within the
city. Mr. Soria was able to bring a community together with respect to traffic issues and how to mitigate them.
Project Manager: Alberto Delgado, P.E. (305) 460-5001.
Public Transportation Consultant - Rail, FDOT District Six, Miami, Florida (1998 - Present). Mr. Soria
was Principal-in-Charge and Project Manager. Mr. Soria was the point of contact for the Department and
Marlin Engineering, Inc. This Project was composed of the development of numerous work orders such as,
traffic control plans for surface crossing rehabilitation, RHCI, preparing diagnostic sketches, inspecting park
and ride lost, performing closure studies, and other miscellaneous tasks associated with the PTO office.
Project Manager: Nancy Ziegler (305) 470-5298.
.
.
,
.
I
.
.
.
.
.
I
.
.
.
.
.
.
.
.
I
.
.
.
i
.
I
.
I
.
I
.
tp
.
I
.
I
.
,
.
.
.
I
~
.
.
.
.
.
.
.
~
..
.
..
.
.
.
RAMON SORIA, P .E.
Principal-in-Charge
~~!!!;.I,MLt
Page 2 ~,
Florida Department of Transportation - District Six, Miami, Florida
December 1986 to August 1991
Special Projects Manager/Project Engineer
Project Manager for all pre-design and design related activities on major, complex, production related
projects. Specific responsibilities: in charge of the preparation of design packages for consultant service
definition, resources requirement analysis, development of supplemental agreements, reviewing and
approving consultant invoices, and participation in the consultant's selection process. Contact: John
Martinez, P.E. (305) 470-5100.
RELEVANT PROJECTS
Principal-in-Charge/Project Manager
. NW 25th Street PD&E Study
. General Traffic Engineering, Miami-Dade County
. 1-95 Widening & Resurfacing
. Districtwide Miscellaneous Contracts, FDOT Districts Four and Six
. NW 62nd Avenue Reconstruction, Miami-Dade County
. City of Aventura Bicycle Path, Phase I
. City of Aventura Bicycle Path, Phase II
. City of North Miami Bicycle Path
. Big Coppit Key Bicycle Path (Florida Keys)
. Indian Key Bicycle Path (Florida Keys)
. Upper Matecumbe Key Bicycle Path (Florida Keys)
Special Projects Manager
. 1-95 H.O.v. Reconstruction
. SR-826, Palmetto Expressway/Coral Way Interchange
. SR-826, Palmetto Expressway/NW 25th Street Interchange
. Golden Glades Interchange H.O.v. Flyover
. SR-826, Palmetto Expressway/Okeechobee Rd Interchange
. SR-826, Palmetto Expressway/NW 122nd
Street Interchange
Project Development Manager
. Golden Glades Interchange H.O.v. Flyover
. NW 103rd Street from NW 57th Avenue to NW 27th Avenue
. SW 87th Avenue from SW 88th Street to US-1
. US-1 at Cudjoe Key (Florida Keys)
Project Engineer
. Le Jeune Road from SW 8th Street to US-1
. SR-9 Connector (Golden Glades)
.
.
.
.,
.
.
~
.,
.
I
.
I
.
..
j
-
-
.,
.
.
.
.
.
I .
I
.
.
tt
.
.
.
.
tt
~
~
~
~
.
.
.
~
.
.
~
.
I
.
.
.
.
~
.
I
.
.
.
.
SERGIO ALFONSO, JR., P.E.
Ouality Control OFFicer
~~!!~,
EDUCATION
B.S.C.ET Florida International University, 1980
A.S., Miami Dade Community College, 1972
REGISTRATION
Florida P.E. #32518, July 1982
California P.E. #35883, April 1983
North Carolina P.E. #14603, February 1988
SHORT COURSES
Traffic Control Plans - FDOT; Highway Capacity Workshop - Northwestern University; Traffic Signal
Workshop - Northwestern University; Statistical Quality Control - FDOT; Highway User Cost Evaluation -
FHWA.
PROFESSIONAL AFFILIATIONS
Member - National Society of Professional Engineers
Member - Florida Engineering Society
Fellow - American Society of Civil Engineers
Fellow - Institute of Transportation Engineers
SUMMARY OF EXPERIENCE
Mr. Alfonso possesses more than 34 years of experience in all phases of civil, traffic and transportation
engineering. Range of expertise includes project management, quality control management, highway design,
supervision of roadway design and construction plans, typical sections, horizontal and vertical alignment,
drainage, traffic control plan (MOT), utility coordination, signing and pavement marking, signalization,
roadway, lighting, construction cost estimate, parking lot layout, roadway capacity analysis, traffic signal
warrant analysis, collection of statistical traffic data such as rail-highway crossing (RHCI), traffic characteristic
inventory (TCI), roadway characteristic inventory (RCI), turning movement, average daily traffic, vehicle gap
and delays, technical support, technical and price proposal, budgeting and invoicing of professional services.
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
August 1991 to Present
Executive Vice President
Mr. Alfonso serves as the firm's overall director for production, quality review and control of all traffic and
transportation projects. Directs and insures the completion of all highway design activities on public and
private projects. Mr. Alfonso has served as Project Manager or Quality Control Manager on numerous
projects for the firm thereby providing the client with direct project involvement from a Principal. Projects
completed under the direct supervision and direct control of Mr. Alfonso are:
Districtwide Miscellaneous Design, FDOT District Four, Work Order driven project (1999 - 2005).
Quality Control Engineer, and was responsible for the overall quality control of all work orders. Project
Manager: John Thompson, P.E. (954) 777-4680. The work orders received under this contract are:
. SR A-1-A RRR Project, Indian River County.
Quality Control Engineer, and was responsible for the overall quality control of all design activities. This
project embraced seven miles of major arterial in Indian River County, included development of
Resurfacing, Restoration and Rehabilitation (RRR) Report. Extensive private driveway coordination.
.
I
.
I
.
I
.
.
.
.
.
.
.
I
.
I
tp
.
I
.
.
I
.
.
tp
.
.
.
I
~
.
.
.
I
~
.
.
.
.
.
.
~
~
~
.
.
I
.
~
I
~
.
.
.
.
I
.
I
~
.
.
.
.
SERGIO ALFONSO, JR., P.E.
Duality Control Officer
!~~.
Page 2 ,
Roadway and signing & pavement marking, utility coordination, design and plan preparation for traffic
monitoring equipment, including sensors and its equipment for one PTMS site.
. SR 84 and Paradise Way, Broward County, FL. Quality Control Engineer, and was responsible for the
overall quality control of all design activities. This project encompassed the design of an exclusive right
turn lane, drainage, utility coordination, signing and pavement marking.
. SR 714 and Florida's Turnpike Entrance, Martin County, FL. Quality Control Engineer, and was
responsible for the overall quality control of all design activities. This project encompassed the design of
a milling and resurfacing, utility coordination, signing and pavement marking, signalization and lighting.
NW 25th Street, Final Roadway Design, Miami-Dade County, FL (2000-2006). Mr. Alfonso is the Quality
Control Engineer responsible for the overall quality control of all design activities. This is a two mile urban
arterial at grade, also including a direct viaduct connector between west of SR 826 and the Miami
International Airport West Cargo Area. Project Manager: Jason Chang, P.E. (305) 470-5331.
SR 826 Connector Ramp at Golden Glades Interchange, Miami-Dade County, FL (1998-2002). Mr.
Alfonso was the Quality Control Engineer, and was responsible for the overall quality control of all design
operations. His significant professional expertise contributed to the production of a high quality project by
reviewing all documents prior to each submittal, following specific procedures. Mr. Alfonso checked the
roadway design; signing and pavement marking plan for accuracy, adequacy, legibility and clarity of
presentation. His review comments were referred to project management for corrections or responses, to
integrate management and production efforts and obtain a quality final product satisfactory to FDOT. Project
Manager: Daniel Iglesias, P.E. (305) 470-5289
SR 80 (Southern Blvd.) from West of Haverhi/l Road to Parker Avenue, Palm Beach County (1998-
2003). Quality Control Engineer, and was responsible for the overall quality control of design and plan
preparation activities. This project embraced four miles of roadway reconstruction for a major highway in
Palm Beach County, included lighting justification report, lighting design, signing and pavement marking.
Design and plan preparation for traffic monitoring equipment, including sensors and its equipment for one
PTMS site. Project Manager: John Thompson, P.E. (954) 777-4680
SR 80 (Southern Blvd.) from 105th Avenue to Fairground Road, Palm Beach County, FL (1998-2003).
Quality Control Engineer, and was responsible for the overall quality control of design and plan preparation
activities. This project embraced four miles of roadway reconstruction for a major highway in Palm Beach
County, included lighting justification report, lighting design, and signalization. Project Manager: John
Thompson, P.E. (954) 777-4680
.
tp
.
.
.
tp
.
I
.
I
tp
~
.
.
.
I
.
.
.
.
I
~
.
.
I
.,
.,
.,
~
.
I
~
~
.,
.
.
.
.
i .
I I
~
~
.
~
.
.
, .
.
I
.
.
.
.
I
t
!~!~,
EDWIN F. MOJENA, M.S., P.E.
Project Manager
EDUCATION
Master of Science in Civil Engineering, Florida International University, Miami, FL August 2002.
Bachelor of Science in Civil Engineering, University of Florida, Gainesville, FI, August 1993.
SUMMARY OF EXPERIENCE
Over 13 years of roadway design and plans production experience. His responsibilities have included
design of horizontal and vertical alignments, drainage computations, quantities, cross-section design,
signing and pavement markings, and traffic control plans (TCP). Mr. Mojena has also been responsible for
overseeing the development and progress of plans production and CADD personnel activities. Edwin has
performed as Deputy Project Manager on Project Development & Environmental (PD&E) studies for FDOT.
Mr. Mojena is certified by FDOT as TCP engineer.
SPECIFIC PROJECTS
Marlin Engineering, Inc., Miami, Florida
October 2006 - Present
Senior Project Engineer
RELEVANT FDOT/FHWA EXPERIENCE
Veterans Drive/USVI (2006): Deputy Project Manager. Responsible for the overall design, production,
schedules, and cost estimates for this project. Project entails reconstruction of Veterans Drive in downtown
Charlotte-Amalie ST Thomas. Project specific includes widening to the Charlotte-Amalie Bay providing
higher vehicular capacity, plus a walkway promenade in accordance to historic aesthetics design
guidelines. (USVI Public Works Department/FHWA). Contact: Wystan Benjamin, P.E. (340) 776-4844.
Scott Free Road (RTE 405) / USVI (2004 - 2006): Deputy Project Manager. Responsible for the overall
design, production, schedules, and cost estimates for this project. One and half miles project in
mountainous terrain with many design constraints. (USVI PWD/FHWA). Contact: Wystan Benjamin, P.E.
(340) 776-4844.
SR-878 Milling and Resurfacing, Miami Dade Expressway Authority/DTC (2001 - 2004): Project
Manager: Responsibilities included project management of MDX's design consultant A.D.A. Engineering for
the design, schedule, and production of contract plans for the Milling and Resurfacing of SR 878. Additional
duties included man-hour negotiations, drafting of the proposed Scope of Services, pre-construction
coordination, and post design services. Contact: Alfred Lurigados, P.E. (305) 637-3277.
Miami Dade Expressway Authority/DTC (2001 - 2004): Work Program Estimates Coordinator. In charge
of developing a cost estimates methodology for Dade Transportation Consultants (DTC) Work Program,
and the maintenance of the centralized Cost Estimates database. Duties include updating the different cost
estimates of conceptual projects, updates of the database's unit prices. Contact: Alfred Lurigados, P.E.
(305) 637-3277.
Miami Dade Expressway Authority / DTC (2001 - 2004): Deputy Project Manager. Responsible for the
development of numerous design alternatives leading the optimum Corridor Master Plan. These include:
MDX Projects: 83602, 11205, MDX/MPO Long Range Plan (LRP) of SR 836 Krome Ave. Extension, SR
924 Okeechobee/HEFT Extension, SR 874 Kendall Extension. Additionally, Design engineer for the
development of numerous design alternatives leading the optimum Corridor Master Plan. Developed the
MOT plans for the SR 874 Toll facility. Contact: Alfred Lurigados, P.E. (305) 637-3277.
.
.
tt
.
I
.
.
I
.,
.
I
.
I
.,
.
I
.
P
.
.
I
~
~
:
.
c
~
~
~
.
.
.
.
.
.
.
I
~
~
~
~
~
~
~
~
~
~
~
~
.
.
EDWIN F. MOJENA, M.S., P.E.
Project Manager
~~!!~I"'-
Page 2 ~,
Port of Miami Roads (2002 - 2004): Traffic Control Plans Engineer. Responsible for developing all Traffic
Control Plans for all construction sequences of the Design Build of the Port of Miami Improvements Plan.
Additional responsibilities included the design of all Signing and Pavement Markings pertinent with this
design. Contact: Bob Owens, P.E. (305) 347-4890.
SR 5/ US-1 Milling and Resurfacing (2002 - 2004): Deputy Project Manager. Responsible for design and
calculations of design analysis. Responsible for the overall geometric and vertical design, as well as plans
production submittal. (FOOT Dist IV, FT. Pierce). Contact: Robert Bostian, P.E. (954) 777-4427.
Sawgrass Expressway PD&E/ Final Design (1997 - 2000): Deputy Project Manager. Responsible for
design and calculations of preliminary drainage analysis. Responsible for the overall geometric and vertical
design, as well as plans production for 30% submittal. Plan production for 60%, and 90% submittals.
(Turnpike Authority). Contact: Becky Bolan, P.E. (407) 532-3399 ext. 3416.
West 24th Avenue (1997 - 1999): Deputy Project Manager. Design of horizontal and vertical geometry as
well as drainage design coordination. Responsible for overall plans production and Q/A with emphasis on
FDOT Design Standards. This project entailed reconstruction of an urban roadway from an existing 2-lane
facility to a five-lane roadway. Contact: Octavio Marin, P.E. (305) 375-2694.
SR-934 / Hialeah Expressway PD&E (1996 - 1999): Project Engineer in charge of plans production, which
included design of horizontal and vertical alternatives for the entire project, analysis of alternatives included
improvements to the exit/entrance ramps. Responsible for overall plans production, Traffic Control Plans,
design of cross-sections and DTM. Also in charge of coordinating and developing presentation for two
Public Information Meetings. FDOT District VI (12/96 to 5/98). Contact: Bill Evans, P.E. (305) 470-5100.
Military Trail (1996 - 2000): Project Engineer. Design of four intersection plateaus, including horizontal &
vertical alignments. Responsible for plans production with emphasis on Florida DOT Design Standards.
West Palm Beach FDOT District IV. (10/96). Contact: Jose Santiago, P.E. (305) 477-7575.
.
'.
.
.
.
.
.'
.
.
.
.
.
I .
.,
.'
.
.
NALDO GONZALEZ, P.E.
Highway Design Manager - OC
!~!!~,
EDUCATION
Bachelor of Science in Civil Engineering, 1992
Tulane University, New Orleans, Louisiana
REGISTRATION
State of Florida Professional Engineer License No. 51945, 1997
State of Louisiana Engineer in Training Certification No. 14716, 1992
CERTIFICATIONS
Advanced Maintenance of Traffic
Certificate No. ORL-G524620702090
Value Engineering - FDOT Professional Engineering Training Program
SUMMARY OF EXPERIENCE
.:
Mr. Gonzalez has over 14 years of experience in Transportation Engineering through his work with the Florida
Department of Transportation and Marlin Engineering Inc. Mr. Gonzalez's work experience and both
technical and management skills stem from the various positions while at the Department of Transportation
(District Six) and as a Senior Project Engineer and Highway Design Manager with Marlin Engineering, Inc. Mr.
Gonzalez is the Highway Design Manager responsible for the management of design projects of various
complexity throughout Florida.
.l
.:
.
, .1
.!
.:
.:
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
November 2000 to Present
Highway Design Manager
.:
.:
.'
.!
.:
.:
I
.:
..
.'
.!
NW 25 Street Roadway Reconstruction and New Construction of Viaduct, Miami-Dade County (1999-
2005) Design Project Engineer and Deputy Manager responsible for the design of this Reconstruction of NW
25th Street, a county road, from NW 87th Avenue to NW 67th Avenue and construction of a new elevated
viaduct from NW 82nd Avenue to the Miami International Airport (MIA) West Cargo Area. This project was a
major ($200 million construction cost) Strategic Intermodal System (SIS) project for the Florida Department of
Transportation (FDOT) on a county road to improve capacity and mobility of airport cargo traffic along the
corridor. Mr. Gonzalez designed and produced construction plans for the various elements of this major
highway project such as drainage, profiles, alignments, cross sections, and traffic control plans according to
federal, state, and local standards and guidelines. Mr. Gonzalez also coordination between all agencies, sub-
consultants and the public. The project required coordination with Miami-Dade County Public Works, Miami-
Dade Aviation Department, and DERM.
FDOT Project Manager: Jason Chang, P.E. (305) 470-5331
.
.;
.
.
.
.
.
.
Districtwide Traffic Operations and Safety Consultant, Miami-Dade County (2005 - 2007) Project
Manager for the design of various safety improvements within FDOT District 6 for implementation of
recommendations the District's Safety through their Safety Studies. Contract requires simultaneous task work
orders to concurrently develop design and plans for several projects. Mr. Gonzalez successfully managed the
design of three (3) projects, simultaneously, for proposed pedestrian safety improvements for 61 intersections
throughout Miami-Dade County that included signalization and signing and pavement marking upgrades.
FDOT Project Manager: Mr. Jose Barrera (305) 470-5260.
.:
SR-834/ Sample Road Resurfacing Restoration and Rehabilitation, Broward County, FL. (2004-
Present) Project Manager responsible design and management of the Resurfacing, Restoration, and
Rehabilitation (3R) of SR 834/Sample Road from Rock Island Road to Perimeter Road. The project includes
pavement resurfacing, widening for additional lanes and bus bays, additional drainage improvements,
pedestrian curb ramps and upgrades to the signing and pavement markings, and signalization.
FDOT Project Manager: Mr. Thuc Le, P.E. (954) 777-4552
.
.1
el
el
.'
I
.'
.1
1:1
I.'
, I
.;
.:
.'
,
e.
.1
.1
.1
e:
e~
.
el
.1
.~
1
el
e,
-I
-I
.1
.1
I
.
.
.1
I
.1
.1
I
.1
e~
.;
.!
.:
.:
.'
el
e
.
I
--1
1
NALDO GONZALEZ, P.E.
Highway Design Manager - DC
~~!!~I1L1-
Page 2 ~,
SR 10/US-90 Resurfacing from Apalachicola River to Quincy, Gadsden
County (2005-2007). Project Manager responsible for the design and management of the signing and
pavement markings and signalization components for this Resurfacing, Restoration, and Rehabilitation of
16.4 77 miles of SR 10 (US90). Signalization improvements included upgrading the existing signals at four
intersections. FDOT Project Manager: Wade Herod, P.E. (850) 638-0250.
SR-826/Sunny Isles Boulevard Enhancement, Sunny Isles Beach (2003-2006) - Project Manager for this
enhancement of SR 826 Eastbound/ Sunny Isles Boulevard from the Intercoastal Waterway bridge to SR A-1-
AlCollins Avenue in Sunny Isles Beach, Florida. A Joint Project Agreement (JPA) project between the City of
Sunny Isles Bach and FDOT, the project included the enhancement of the existing sidewalk through its
widening and added landscape and lighting features. This widening of the sidewalk required the
reconfiguration of the existing roadway, including the merging of the inside and outside business loops,
through construction of new curb and gutter, relocation of drainage and the resurfacing and restriping of the
roadway. Also included in the project was the upgrade to the existing signalization within the project. Mr.
Gonzalez coordinated with several agencies, utilities and subconsultants for the successful completion of the
project. City Project Manager: Mr. Jorge Vera (305) 957-1311
SR A-1-A (Indian Creek Drive) Roadway Reconstruction, Miami-Dade County (2002-2004). Project
Engineer responsible for the design of this urban reconstruction project. Mr. Gonzalez managed the project
schedule, budget, and plans production. He also performed quality control on the roadway design and plans
such as horizontal and vertical alignment, drainage, cross-sections, signing and pavement markings,
signalization, and lighting. FDOT Project Manager: Dennis Fernandez (305) 470-5569.
N.W. 14 Street Resurfacing and Widening, City of Miami (2002-2004). Project Manager responsible for
the management of the design and plans production for the Resurfacing of NW 14 Street from NW 34 Avenue
to NW 22 Avenue for the City of Miami Department of Capital Improvement. The project included the
resurfacing of NW 14 Street, widening for paved shoulder, drainage improvements, pedestrian ramps, and
construction of street parking areas (concrete grid pavers). Work included Roadway and Signing and
Pavement Marking Plans, Drainage design and analysis, and estimates.
City of Miami Department of Capital Improvement: Project Manager: Cesar Gonzalez (305) 416-1219.
S.W. 69th Avenue Resurfacing, City of Miami (2002-2004). Project Manager responsible for the
management and design for the pavement resurfacing and roadway rehabilitation to S.W. 69th Avenue, an
urban collector, from Flagler Street to S.W. 8th Street for the City of Miami Department of Capital
Improvements. The project also include the upgrade of the signing and pavement markings, driveways,
sidewalk, and pedestrian ramps (ADA) throughout.
City of Miami Department of Capital Improvement: Project Manager: Maria Lopez, P.E. (305) 416-1206.
SR 714/ Martin Downs Boulevard 3R, Martin County (2001-2003). Project Manager responsible for the
management and plans production of a Resurfacing, Restoration, and Rehabilitation of SR 714/Martin Downs
Boulevard for FDOT District 4. Included the 3R Report, Lighting Analysis and Roadway and Signing and
Marking Plans. FDOT Project Manager: Jose Velarde, P.E. (954) 777-4677
SR 822 / Sheridan Street Intersection Improvement, Broward County (2002-2004). Project Manager
responsible for the management and plans production of a Intersection Improvement and SR 822/Sheridan
Street and N. 52 Avenue for FDOT District 4. Included the 3R Report, lighting analysis and Roadway and
Signing and Marking Plans. This project was successfully electronically signed, sealed and delivered for a
successful electronic letting (4/24/05). FDOT Project Manager: Bing Wang, P.E. (954) 777-4406
SR A-1-A (Ocean Drive) Lighting and Signalization, Broward County (2002-2003). Project Engineer
responsible for the design and plans production for signalization and decorative lighting along SR A 1 A in the
City of Lauderdale by the Sea for FDOT District 4. FDOT Project Manager: Jose Velarde (954) 777-4677.
SR 826 Connector Ramp at Golden Glades Interchange, Miami-Dade County (2000). Mr. Gonzalez was
responsible for providing design recommendation sand guidance for post design services of this roadway
project during construction. Roadway improvements for this project included the widening, restriping, and
signing of the ramps of this major interchange for adding lanes and the upgrading of safety devices to meet
standards. FDOT District Six Project Manager: Danny Iglesias, P.E. (305)470-5289.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
I
.
I
.
.
.
.
I
.
.
.
.
I
.
.
I
.
.
.
.
.
.
.
.
.
.
.
.
.
ANA M. DEPRIEST
Constructability / Biddability
!~!!~,
EDUCATION
BS Civil Engineering, Florida International University, Miami, FL., 1986
AA Civil Engineering, Miami Dade Community College, Miami, FL., 1983
CERTIFICATIONS
State Underground Contractors License
Dade County Paving & Drainage License
OSHA: Construction Safety and Heath
Confined Space - Competent Person
Trench Safety - Competent Person
CPR Trained
ATSSA Maintenance of Traffic Supervisor
ACI Concrete Testing Levell
Troxler Nuclear Density Gauge Training
FDOT - Multiline
FOOT - Final Estimates
FDOT - CQR
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
December 2005 to present
Project Engineer
I Katrina and Wilma Hurricane Damage Assessment on Overhead Sign Structures (Sept. - Oct. 2005).
Inspector on this emergency damage assessment which was performed to over 385 structures including
overhead signs and high mast lights.
Central Florida Equipment Rental, Medley, Florida
February 2003 to November 2005
I Project Manager
Duties include estimating, project planning, assistant safety training coordinator and scheduling. Direct
interaction with owners, safety directors and engineers to complete project coordination of subcontractors,
supplies and CFE resources.
PROJECTS Private: US Federal Court House, Dick Corporation; 1060 Brickell Ave, Carillon, MET ONE, MET
TWO, Bovis Lend Lease; Law Building, Turner Construction.
FDOT PROJECTS: Biscayne Blvd from NW 79th Street to NW 36 St, Project Manager, Ivan Hayes.
I WILCO Construction & Engineering, Inc., Miami, Florida
July 2002 to February 2003
Project Manager
Duties include finding projects to estimate, estimating, safety director and training coordinator and preparing
proposal for proposed work, project planning, including equipment requirements, material and labor, obtaining
permits, reviewing subcontracts, finalizing projects.
. FPL Projects: Installation of Duct Banks - Everglades National Park $55,550, Commercial Blvd. $142,000,
Tamiami Airport $309,000, Leguna Road $76,000, City of Miami Installation of Lights & conduit $225,000,
. FDOT Projects: Commercial Blvd from Fla. Turnpike to 31 Street - $130,000, Subcontractor for Ranger
Construction South, Merritt Bird
Central Florida Equipment Rental, Miami, Florida
January 2001 to July 2002
Project Manager
Duties include estimating, project planning, on site safety coordinator and scheduling. Direct interaction with
owners and engineers to complete project, coordination of subcontractors, supplies and CFE resources. Major
responsibilities include buying out projects, preparation of MOT Plans, preparation of CPM schedules, writing
subcontracts.
. FOOT Collins Ave Reconstruction from Lincoln Road to 26 Street- $7,000,000 w/$1 ,000,000 Bonus (Achieved
$650,000 Phase I, Phase II to be completed 10/16/02. FOOT PROJECT MANAGER: Mario Cabrera
. City of Miami Beach 20" Water Main Repair- $550,000.00 w/$1,000,000 Bonus (Achieved), City Project
Manager; Michael Alvarez
. Dade County-LeMans Race Track- City Street Improvements to run Race-$1 ,200,000.00, PRIVATE
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
~
.
.
I
.
.
.
,
tp
.
.
.
.
.
I
.
I
.
I
.,
.
.
.
.
.
.
.
.
.
.
.
"-
ANA M. DEPRIEST
Constructability / Biddability
Smith & Company, Inc. Weston, Florida
October 1999 to January 2001
Project Manager / Project Safety Coordinator
!~!!~}~ -
Page 2 ~,
Responsible for project planning, on site safety meeting and scheduling. Direct interaction with owners and
engineers to complete project, coordination of subcontractors, supplies and SCI resources. Major
responsibilities include buying out projects, preparation of MOT Plans, preparation of CPM schedules, writing
subcontracts.
. Broward County Neighborhood Reconstruction Section 4 & 8 - $12,000,000
. Pembroke Falls - Villages, Mitigation, Infrastructure - $8,000,000
. Broward County - Douglas Road Reconstruction - $7,000,000
. 101 Development - Weston Business Center Building E & F - $1,000,000
. Palm Beach County - Forest Hill Blvd Widening - $5,000,000
. Broward County - Wiles Road New Construction - $6,000,000
I . Broward County - Miramar Parkway Reconstruction - $9,000,000
Florida Rock & Sand, Inc., Miami, Florida
August 1996 - October 1999
. Project Manager / Project Safety Coordinator
Responsible for all administrative and construction duties including maintaining the CPM schedule (Primavera),
responsible for crew and equipment schedules, responsible for safety coordination meeting on site, safety
training of all personnel, monthly requisitions, estimating new work and claims preparation.
. Major projects of responsible charge, FDOT State Project No. 87020-3511, US-1 from Card Sound Road to
SW 304th St. - $9.8 million.
. Florida Keys Aqueduct Water Distribution Upgrade in Tavernier and Key Largo- $1,000,000
. FDOT Bike Path on Indian Key - $800,000
. Shoulder Widening for Biscayne National Park - $800,000
. FDOT Turnpike District, the Tamiami Toll Plaza - $3,000,000
. FDOT Project at SW 13ih Ave (Incentive Bonus) - $4,000,000
. FDOT Project on SR-41 (A+B/Bonus).- $2,000,000
URS Consultants, Miami, Florida
November 1994 - August 1996
Senior Project Engineer
CE&\ Consultant working as a Senior Project Engineer with three inspectors responsible for all inspections,
I CPM scheduling analysis, road closure monitoring, requisition preparation and documentation for the FDOT
Project on SR-836 at NW 45th Avenue in Miami-Dade County. This $4 million project included bridge widening,
new roadway ramps, signalization, lighting drainage, retaining walls, signs and landscaping.
Florida Department of Transportation, District VI, Miami, Florida
November 1990 - November 1994
Construction Program Manager
Assistant Estimates Engineer responsible for the constructability review and cost estimates of plans prior to bid.
Office Engineer responsible for the supplemental agreement process, constructability reviews and managing
the CE&I invoicing for all construction projects. Managing construction projects and CEI oversight, several 1-95
projects; Golden Glades Interchange, NW 151 5t St. to NW 95th Ave., the 836 Interchange with 1-95, SW 8th St. at
1-95 and NW 62nd Ave. to NW 79th St. Duties included negotiation with contractors on extra work, review of plan
errors and omissions, design revisions, communication with FHWA and media, claims review and analysis.
.
.
.
.
.
~
.
.
.
.
.
..
..
.
.
.
.
.
.
.
.
t
Itp
~
tt
.,
.
I.
I.
I I
.
.
.
j
~
.
.
..
.
j
~
.
..
.
.
.
.
MARIA FERNANDEZ-PORRATA
Public Information Officer
EDUCATION
Bachelor of Science in Civil Engineering Technology, 1984
Florida International University, Miami, Florida
SUMMARY OF EXPERIENCE
Ms. Porrata has over 20 years of experience in the areas of Management, Construction Management, Planning,
Design, Implementation of Transportation Systems, Traffic and Transportation Engineering, Highway Design,
Project Development and Environmental Studies, Public Information and Public Involvement and consensus
building to final approval on extremely involved and complicated multi agencies' projects.
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
January 2004 - Present
Public Information Officer
Ms. Porrata corporate responsibilities include the public relations management of Marlin Engineering, Inc. Ms.
Porrata also coordinates the firm's efforts in providing professional services to all areas of expertise with respect
to interdepartmental, regulatory agencies and clients relationship.
Relevant Projects: The Projects listed below are the most relevant, mainly due to the short term elapsed on
her association with the company.
SR-822 (Sheridan Street) at N. 52 Avenue, Design, FOOT, District Four, Hollywood, Florida. As the Public
Relations Manager, Ms. Porrata coordinated all efforts towards the preparation of the Public Involvement
Plan and has coordinated with the FDOT - Public Information Officer for the Public Information Workshop on
April, 1 2004. She has maintained all interested parties well informed and was able to bring a community
together with respect to traffic issues and how to mitigate them.
Village of Pinecrest, Pinecrest, Florida
November 2000 - December 2003
Public Works Director
. Responsible for the directing and coordinating of all Public functions such as: roads, sidewalks, storm water
management, rights-of-ways, public buildings, beautification and capital improvements.
. Worked under the supervision of the Village Manager.
. Planned, organized, directed and administered all Public Works Department including personnel (including all
staff performance reviews and recommendations for approval and/or denial of promotions), general
departmental operations, and records management and contract administration.
. Formulated and prescribed work within the department for all departmental staff. Appraised conditions of
work in the Department taking necessary steps to improved conditions
. Assured optimum departmental activity in the construction and maintenance of the Village facilities and
infrastructure.
. Prepared bid specifications and project cost estimates.
. Administered capital improvement projects and all public contracts evaluating contractors & consultant
performances.
. Prepared and submitted weekly, monthly, quarterly and yearly reports to the Village Manager.
. Reviewed development plans and issued appropriate permits.
. Submitted annual budge and accompanying description of need to Village Manager supervised the control
and expenditure of departmental appropriations.
. Attended periodic meetings as directed by the Village manager.
. Developed and maintained high level communication service.
. Personalized attention to all complaints including community and intergovernmental agencies contacts.
.
.
.
.
.
.
.
.
.
-
.
.
.
.
.
.
.
.
.
.
.
I
:
~
.
.
.
I
.
~
.
.
.
.
I
.
.
.
.
.
.
.
.
.
.
MARIA FERNANDEZ-PORRA TA
Public Information Officer
!~!!~I~-
Page 2 ~,
Florida Department of Transportation - District Six, Miami, Florida
November 2000 - July 2000
Interim Public Information Officer
Planned, organized, directed and managed all activities in the public information office including replies from
small details to a concerned citizen to press releases as well as detailed reports to the Governor's office.
Involved in the total supervision of all in house personnel including performance reviews, production and quality
assurance of each project as well as the outside consultants (from selection, contract management to final
performance grading for each project). Monitored our unit by series of reports to the District Secretary and the
state of Florida PIO. Prepared the yearly Budget for the department keeping a continuous track of all
expenditures and procuring for future needs. Maintained records and consensus on all projects from planning
to final construction, helping the community and the elected officials throughout the life of the project.
Reference: Jose Abreu, P.E., District Secretary (305) 470-5197
Florida Department of Transportation - District Six, Miami, Florida
July 2000 - October 1998
Community Awareness Coordinator
Duties included: Development of detailed and tailored program for each project from the pre-construction
phases to final acceptance. Create concensus and full understanding of the project through its life trying to
accommodate the communities and elected official needs into the project design. Create a work load to be
produced in house as well as the subcontracted to outside consultants including all technical presentations to
public, elected officials and the Metropolitan Planning Organization as well as subcontracted to outside
consultants. Manage the outside consultant contracts and participate in the selection process for each project.
Provide and document all budgetary needs to the Public information Officer. Reference: Yvonne Mc Cormack,
Public Information Officer, (305) 470-5197
Florida Department of Transportation - District Six, Miami, Florida
October 1998 - August 1992
Project Development and Environmental (PD&E) Studies Manager
Monitor and review PD&E consultant projects to insure final product completeness, compliance with applicable
engineering and environmental standards, maximizing use of time and resources, and to obtain FHWA location
design approval. Included corridor analysis, traffic studies, master plans, engineering reports, environmental
documents, and preliminary design plans. Reference: Gary Donn, P.E., Director of Planning, (305) 470-5548
Prepare and review the PD&E consultant selection process documents including Scope of Service, resources
estimates, and technical proposals. Monitor consultants production progress and approve monthly invoices.
Florida Department of Transportation - District Six, Miami, Florida
August 1992 - March 1988
Project Engineer
Coordinate and perform the complete preparation of roadway design and construction plans activities. Check
typical sections, horizontal and vertical geometry, and other roadway design items required in the preparation of
plans in accordance with State, Federal and local standards. Monitor the schedule, provide technical support,
supervise and evaluate the work of assigned engineers and technicians.
Maintain close liaison in all pre-construction design with individuals and groups within the department, FHWA,
Miami-Dade County, other public agencies and the public. Coordination and overseeing permitting, right-of- way
engineering and acquisitions, utilities, drainage, structures, traffic operation and construction. Reference: John
Martinez, P.E., Director of Production, (305) 470-5464
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
.
.
.
I
~
.
.
.
.
.
.
.
I
.
.
.
.
~
.
.
.
.
.
Traffic Control
!1~~,
GERMAN SANCHEZ
EDUCATION
Bachelor of Science in Civil Engineering, 2000
I Florida International University, Miami, Florida
CERTIFICATIONS
Advanced Maintenance of Traffic
Certificate Number MIA-S522290740150
SUMMARY OF EXPERIENCE
Mr. Sanchez attended Florida International University School of Engineering where he completed his
I undergraduate studies in April 2000. Mr. Sanchez is a designer with Marlin Engineering, Inc. in the
Transportation Engineering Division. Mr. Sanchez specialized in applications of MicroStation and
AutoCadd design of plans and drawings. Mr. Sanchez has been instrumental in the electronic submittal of
I plans to the Florida Department of Transportation. The process of electronic submittals includes such tasks
as: quality control and data management, compiling an electronic set of plans, signing and sealing
I electronically and making revisions to final plans.
WORK HISTORY
Marlin Engineering, Inc., Miami Florida
October 1999 to present
Designer
SR-834, Sample Road, Resurfacing and Intersection Improvements, Broward County (2004-Present)
Project Engineer responsible for roadway, signals and signing & pavement markings plans. Mr Sanchez
assisted project manager to coordinate between agencies, sub-consultants and FDOT. FDOT Project
Manager: Mr. Thuc Le, P.E. (954-777-4552)
N.W. 25th Street Reconstruction, Miami-Dade County (2000-Present) - Designer responsible for the
development of the Traffic Control Plan design and construction plans and Signing and Pavement Marking
plans. Mr. Sanchez was responsible for the electronic delivery and coordination for this complex project.
FDOT Project Manager: Jason Chang, P.E. (305-470-5331)
SR-822 and N. 52 Avenue Intersection Improvement, Broward County (2004-2005) Project Engineer
responsible for complete construction plans production for design of roadway and signing & pavement
I markings. FDOT Project Manager: Jose Velarde, P.E. (954) 777-4677
SR-714 Martin Downs Blvd., Resurfacing and Shoulder Reconstruction, Martin County (2001-2003) -
Project Engineer responsible for complete construction plans production for design of roadway, signing &
pavement markings, lighting, and signalization for this intersection capacity improvement project. FDOT
Project Manager: Jose Velarde, P.E. (954) 777-4677
I SR 953 (Le Jeune Road) from SR 836 to NW 20 St, Miami-Dade County (2001-2002) Designer
responsible for the design and production of construction plans for lighting and signing & pavement
markings. Sub-consultant FOOT District Six Project Manager: Kouroche Mohandes, (305-349-1214)
1-95 HOV from North Lake Boulevard to PGA Boulevard, Palm Beach County ~gP1-2002). Project
Designer for the design of and construction plans for lighting, signing and marking for ttie 1-95 HOV plans.
Sub-consultant FOOT District Four Project Manager: John Thompson, P.E. (954) 486-1400.
SR A-1-A RRR Project, Indian River County (1999-2000) Responsible for design and environmental
permits for resurfacing of SR A1A that included erosion control improvements. Also produced construction
plans for roadway and signing and pavement marking plans. Project Manager: John Thompson, P.E. (954)
486-1400.
i.
I.
~
-
.
.
.
-
.
.
tt
.
~
.
.
.
.
.
i
tt
.
.
I
.
~
.
.
~
I
~
.
.
.
.
~
.
I
.
.
.
.
.
~
.
.
.
.
.
Traffic Control
!~!~,
GERMAN SANCHEZ
SR-BO, Palm Beach County (2000-2001) Participated in lighting design and plans production. Sub-
consultant FOOT District Four Project Manager: John Thompson, P.E. (954) 486-1400.
SR-15 Paradise Way, Broward County (2002-2003) Designed and managed new construction for right
turn lane in push button project for FDOT traffic operations. Project Manager, Jose Guerrero (954) 677-
5274.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-
-
.
.
.
.
.
I
.
.
.
.
I
-
.
.
-
.
.
~
~
-
.
~
,
I
..~
.
.
.
.
~
.
.
.
.
GUIDO VAN MEEK, P.E.
Utility Coordination
EDUCATION
Master of Science in Civil Engineering, 1966
University of Maryland, College Park, Maryland
Bachelor of Science in Civil Engineering, 1962
Universidad Nacional de Colombia, Bogota, Colombia
REGISTRATION
Professional Engineer, Florida /Registration # 17382, 1975
Professional Engineer & PLS, Colombia/Registration # 5286, 1962
CIVIC &
PROFESSIONAL AFFILIATIONS
National Society of Professional Engineers; American Society of Civil Engineers;
Florida Engineering Society; American Society of Military Engineers; Water
Pollution Control Federation; American Waterworks Association; The Marine
Council; Interamerican Businessmen Association.
PUBLICATIONS
Project Process and Approval through Regulatory Agencies, presented at
Florida International University, Miami, Florida 1976; and Pump Station Design,
Operation and Maintenance, presented at WPCF, Boston, Massachusetts 1981.
SUMMARY OF EXPERIENCE
With over 38 years of experience in private and municipal civil and sanitary engineering and planning. Mr.
Van Meek has been involved in business development, project management, construction supervision, and
design of numerous projects both in the public and private sectors in the United States and abroad since
1963.
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
March 2001 to Present
Manager Municipal Services Department
Mr. Van Meek is leading the Municipal Services Department for the firm. Mr. Van Meek oversees all private
and municipal work, including design and construction supervision of land development projects, as well as,
water management, water transmission and distribution and sanitary sewer collection, disposal and
treatment projects.
Relevant projects while associated with MEI:
Liberty City Roadway and Storm Drainage Improvement Program, Capital Improvement Department
City of Miami, FL (2004 - 2006). Storm drainage re-design and pavement restoration for (16) street within
the area of Liberty City. Contact: Cesar Gonzalez, P.E. (305) 416-2152.
N.W. 14th Street from N.W. 22nd Avenue to N.W. 34th Avenue, Capital Improvement Department, City
of Miami, FL (2004 - 2006). Storm drainage re-design and pavement restoration for approximately 1.20
miles of secondary roadway. Contact: Cesar Gonzalez, P.E. (305) 416-2152.
Miami-Dade Water and Sewer Department (WASD) Pump Station # 859, Miami-Dade County, FL
(2002). Pumps re-design and PS rehabilitation. Work includes design, coordination, permitting, bid
preparation and assistance to the client during its process, construction supervision start- up and final
certification of operation. Contact: Manuel M. Morin (305) 668-1961.
Miami-Dade Water and Sewer Department (WASD) InfiltrationlExfiltrationllnflow (lIE/I) Reduction
Program. Miami-Dade County, FL (2000 - 2002). Engineering and construction management to reduce
more than 60 mgd of I/E/I within a period of 5 years at an estimated cost to the county, of $100 M. Work
includes work scheduling, permitting process, construction management, coordination with utility companies
as well as federal, state and local regulatory agencies. Contact: Marina Blanco-Pape, P.E. (305) 372-6401.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
tp
.
~
.
tp
.
.
I
.
I
.
.
~
I
.
I
.
I
.
.
.
.
..
.
.
.
.
.
.
.
GUIDO VAN MEEK, P.E.
Utility Coordination
~!!~,
Page 2
F.E.M.A. Drainage Project. Miami-Dade County, FL (2001 - 2002). New storm drainage system design, to
alleviate the spread flooding experienced during the most recent (Irene and No-Name) storms that affected
the County. Work includes, water management analysis of the existing conditions, new design, coordination
with other consultants including surveyors, utility coordination and construction coordination and cost
estimates. Contact: Eduardo A. Vega, P.E. (305) 372-6401
Hadley Park Community Center, Miami, FL (2003 - 2005). Civil engineering services including, Paving,
grading and drainage design, water main extension and sanitary sewer collection system to serve the
center, coordination with the City of Miami Parks and Recreation Dept. and on their behalf with the State
and local regulatory agencies, utility coordination, permitting process, and construction supervision.
Contact: Li Gurau (305) 755-7834.
Hidden Lake Office Park, Miami-Dade County, FL (2003 - 2005). Mr. van Meek served as project
manager under this contract. His responsibilities were to provide consulting civil engineering services
including, access roadway improvements, water transmission and distribution system and sanitary sewer
collection and disposal system, to serve 16.5 acres of a commercial property containing, (7) office buildings,
(1) 140 seats restaurant, and (1) 120 rooms hotel at S.W. 127 Avenue and S.W. 128 Street, in Miami-Dade
County, Florida. He was personally responsible for the preliminary engineering and design services,
negotiations with the regulatory agencies, permitting process, and construction administration. Contact: Li
Gurau (305) 755-7834.
Hadley Park, Swimming Poll and Recreation Area Complex., Miami, FL (2003 - 2005). Civil engineering
services including, Paving, grading and drainage design, water main extension and sanitary sewer
collection system to serve the complex, coordination with the City of Miami Parks and Recreation Dept. and
on their behalf with the State and local regulatory agencies, utility coordination, permitting process, and
construction supervision. Contact: Li Gurau (305) 755-7834
Miami Cerebral Palsy Cluster Homes I, II, 11/ and IV, Miami-Dade County, FL (2004 - 2005). Civil
engineering services for (4) prototype cluster homes including, on-site paving and drainage design, water
main extensions and distribution and sanitary sewer collection including pump stations. Mr. Van Meek
responsibilities included, preparation of construction contract documents, permitting process, coordination
with regulatory agencies on client's behalf, cost estimating, assistance to the client during bid process, and
construction supervision. Contact: AI Lopez, Astor Development Group (305) 858-6911.
Miami International Airport (MIA) Perimeter Road Expansion, Miami, FL Value Engineering. This
project consisted of reconstructing Perimeter Road along the south portion of the airfield, realigning
Perimeter Road along the east side of the Fuel Farm to NW 20th. Street, interfacing with the proposed
Perimeter Road Bridge and Central Boulevard Master Plan and providing a new connection from the
existing North Service Road north to the Northeast Base and Building 5A. Cost savings after Value
Engineering study ranged from ($2.9) to ($6.2) million, a potential (20.6%) expense reduction.
Port of Miami Cruise Terminals 8 & 9, Parking Garage, Miami, FL Value Engineering. The scope of
project was to duplicate the Parking Garage for terminals 3,4 and 5 and to reorient on new site located
adjacently south of Passenger Terminal 8 & 9, including the relocation of all utilities and complete redesign
of the storm drainage system.
Utility Coordination Projects Completed:
Sunny Isles # 2003009.001, 80 holes Completed; NW 25th Street # 0099001.002 (east)251 holes, 200
holes Completed; NW 25th Street #0099001.003 (west), 125 holes, 152 holes Completed; Indian creek
#2002011.00,239 holes, 215 holes completed; CMC 2610 Tiger Tail # 2004001,7 holes Completed; City
of Miami # # 2004006, Pipe designing and 5 holes completed; II Luugano #2004009, 9 Holes Completed;
City of Miami" Greenway" #2004006.00, 38 Holes Completed.
.
.
.
.
I
.
.
.
.
I
.
.
I
.
.
.
.
.
.
.
.
I
.
1
.
I
:
I
.
.
.
I
.
I
.
j
tp
tp
~
.
.
I
:
: I
.
.
~
~
~
.
.
-
.
.
.
. {
LOURDES ENCARNACION
Senior Project Engineer
EDUCATION
B.S.C.E., University of Pedro Henriquez Urena, Santo Domingo, Dominican Republic, 1984 (Cum Laude)
SUMMARY OF EXPERIENCE
Ms. Encarnacion has twenty years of Civil Engineering design has extensive experience including roadway
design, production of contract plans and strong computerlsoftware skills such as Geopak, MicroStation,
AutoCADD, GUIDSIGN, Adobe Photoshop and Microsoft Office Applications.
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
February 2007 - Present
Senior Project Engineer
The Corradino Group, Ft. Lauderdale, Florida
2005 - February 2007
Project Engineer
Short Term Intersection Improvement Project for Okeechobee Road. Florida Department of
Transportation, District 6 for three intersections: Krome Avenue, NW 138 Street to NW 105 Way.
Responsibilities included final roadway design for the milling, resurfacing and widening of the 3
intersections. Also included preparation of signing & pavement marking plans and signalization, estimate,
electronic delivery and specification package.
SR-BO (Southern Boulevard) from West of Florida's Turnpike to Haverhill Road in Palm Beach
County. This project is currently under construction for the Florida Department of Transportation, District 4.
Responsibilities included review and address Request for Information (RFI) documents submitted by the
Contractor and CEI, as well as Shop Drawing submittals. Attended field construction meetings. The
proposed improvements include the preparation of construction plans for widening, reconstruction,
resurfacing and new construction.
Fort Lauderdale - Hollywood International Airport. Broward Aviation Department. Responsible for
scheduling and cost estimates. Expansion coordination of multi-task efforts including roadway design,
maintenance of traffic, utilities, signing and pavement markings, and drainage.
Crandon Boulevard at McIntyre, Village of Key Biscayne. Responsibilities included post-design
services for the signalized intersection. Coordinating with Miami-Dade County Traffic Signals and
Signs, Contractors and owner representative.
Parsons Transportation Group, Miami, Florida
1993 - 2005
Civil Engineer
MIA Station Relocation, Tri-Rail. Responsible for the design of a proposed sanitary sewer and water
main for Tri-Rail station. Also included design of utility coordination, permitting, agreements, signing and
pavement markings and lighting for the parking area.
Design Services for Sunpass Challenge. The project includes modifications to various toll plazas on the
Florida's Turnpike System. The project sites are located in the following toll roads. Heft, Mainline Southern
Coin System, Sawgrass Expressway and Polk Parkway. Responsible for design of Signing & Pavement
Markings, Lighting and Utility Relocation and certification for a total of 20 sites where included. Elements of
work included roadway and ramp widening, architectural, drainage, signing and pavement markings,
lighting, utility relocations, maintenance of traffic and environmental permitting.
Sawgrass Expressway for Florida's Turnpike. Responsible for design of Signing and Pavement
Markings for roadway widening of Sawgrass Expressway from Sunrise Boulevard to Atlantic Boulevard.
Design of signs included use of the Guidesign GS40 Software.
MICIMIA Connector. Responsible for Design of APM guideway alignment, utility coordination, and
preparation of project reports for the MIC/MIA Connector an automated people mover between Miami
International Airport and the proposed Miami Intermodal Center.
.
.
.
I
.
.
.
.
.
.
.
.
.
I
.
I
.
.
I
.
I
.
.
.
I
.
I
.
I
.
I
.
.
.
.
.
.
.
.,
.
.
.
.
I
.
I
.
.
.
I
,
.
-
.
.
.
.
.
.
.
I
I
- 1
LOURDES ENCARNACION
Senior Project Engineer
Page 2
New Miami International Airport Runway/Taxiway - Civil Engineer, Miami-Dade Aviation Department.
Responsible for scheduling and cost estimates. Expansion coordination of multi-task efforts, including
airfield lighting, maintenance of traffic, utilities, signing and pavement markings, drainage and grading.
Extensive use of Microstation/CADD/Geopak software, as well as Microsoft Office and engineering
programs to track design from concept through Cost Estimate. Well versed with various codes, rules,
regulations and laws as they pertain to airport design and construction. Familiar with agencies including
FAA, FDOT, SFWM, DERM and others.
Florida Department of Transportation, District 4. For Public Transportation Contract responsible for the
CEI Services for FECRR and CSXTRR crossings rehabilitation of railroad and roadway projects. Duties
included overall supervision and inspection of all work performed by the contractors and railroad forces.
Included paving of railroad grade crossings, complete documentation of the trackwork, check of contractor
claims and verifying invoices. Responsible for Rail-Highway Inventory for various FECRR and CSXTRR
crossings in five counties. Responsibilities included field supervision of project, conducting field inspection
and documentation for each crossing in the counties, data collection and data input into FDOT mainframe.
SR B09/Military Trail PD&E Study, SR 5/US 1 Jewfish Creek Bridge. Multimodal Facility and Metrorail
Extension PD& E Study and 1-95/1-595 Multimodal Transportation Corridor Master. Responsible for
geometric design alignment utilizing GEOPAK/CADD system, preparing profiles, cross sections, super
elevation design and signing and markings for various projects for the Florida Department of Transportation.
Route 32- Turpentine Run/Red Hook Road in St. Thomas, U.S. Virgin Islands Department of Public
Works. Responsible for the design of USVI which includes geometric horizontal and vertical alignment for
various phases of the project.
David Plummer & Associates, Coral Gables, Florida
1992 -1993
Project Highway Engineer
SR 7 at North New River Canal-Stabilization Bank, Opa Locka Airport Project (Hoxey Road, High
Mast Arm Lighting, Static Ground Rods), Palmetto Expressway (signing & marking design), US 1.
Responsible for the design of minor roadway projects throughout the firm. Specific tasks related to these
efforts included conducting field work, roadway geometric alignment design, utilities coordination, drainage
structure design, signing and marking design, lighting design, traffic signalization design, traffic control
design and final cost
Ludovici & Orange, Inc., Coral Gables, Florida
1990 - 1992
Project Highway Engineer
Miami Dade County Public Works (DCPW. Responsibilities included project scheduling, as well as
technical specifications and technical personnel supervision. Prepared design plans for roadway
improvement and reconstruction projects, which included roadway geometric alignment design, profile
design based on) standards, layout of existing utilities and soil test program as well as field supervision,
preparation of drainage structure designs such as exfiltration trench and auger wells, design of
miscellaneous details, signing and marking plans, maintenance and protection of traffic plans.
Parsons Brinkerhoff Quade & Douglas, New York, NY
1989 -1990
Senior Civil/Highway Engineer
Long Island Expressway Capacity Improvement Project, Nassau and Suffolk Counties, NY. Prepared
preliminary alternative designs for widening of the Long Island Expressway (41.2 miles), including plans,
profiles and typical sections. Assisted in the evaluation of existing ramps for future traffic projections.
New York City OMB Project, Parks Road and Parking Areas Condition Survey. Responsible for the
pavement condition rating survey of 62 parks in the five boroughs of New York. Responsibilities included
production and quality control for the project as well as conducted field work. Street assessment inspector
for NYCDOT Office of Transportation Analysis. Analyzed unit prices for costing of maintenance and
rehabilitation review of a portion of DOT's development of a pavement management system. Investigated
the mapping of water, storm and sanitary sewer lines in 20 parks, and performed cost studies for capital
project replacement. Prepared the assessment report on the parks system road and utility improvements.
.
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
.
..
.
.
.
.
I
~
tt
.
.
I
.
,
.
.
.
.
.
.
.
.
.
.
JOSE SANTIAGO, P.E.
Roadway Design Engineer
!~!!~,
EDUCATION
University of Miami, Miami, Florida
Bachelor of Science in Civil Engineering, 1996
REGISTRATION
Florida Professional Engineer No. 60248
CERTIFICATIONS
Advanced Maintenance of Traffic
SUMMARY OF EXPERIENCE
Mr. Santiago has over 9 years of experience in Transportation Engineering through his work with the Florida
Department of Transportation and the private sector. Mr. Santiago's technical and management
backgrounds stem from the various positions while at the Florida Department of Transportation, HDR
Engineering Inc. and Marlin Engineering Inc.
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
March 2005 to present
Senior Project Engineer
FEC RR Crossing on Belvedere Road Safety Improvement, Palm Beach County, FL (November 2005)
Engineer of Record for safety improvement project installing a non-traversable median adjacent to FEC
Railroad Crossing. Prepared a component set of plans including roadway and signing and pavement
marking plans. Plans were designed under a modified schedule template but with all the necessary
clearances and documentation required for a safety project. FDOT Project Manager: James Ford (954)
777-4434.
Buena Vista East Historic District Streetscape Improvements, City of Miami, FL (2005 - 2006)
Engineer of Record and Project Manager for the design and plans production for the resurfacing of NE 42nd
Street to NE 48th Street from North Miami Avenue to NE 2nd Avenue. The project includes milling and
resurfacing, drainage improvements, ADA compliance, and signing and pavement marking. City of Miami
Department of Capital Improvements Project Manager: Tatiana Acosta (305) 416-1263.
NW 25th Street Roadway Reconstruction and New Construction of Viaduct, Miami-Dade County, FL
(March 2005 - September 2005)
Responsible for the production of the computation book of this major urban reconstruction project. Project
was successfully let on December 7th 2005. FDOT Project Manager: Jason Chang, P.E. (305) 470-5331.
Buena Vista Heights Street Improvements Phase 1, City of Miami, FL (March 2005 - August 2005)
Engineer of Record and Project Manager responsible for the design and plans production for the
resurfacing of NW 38th Street to NW 40th Street between North Miami Avenue to NW 2nd Avenue. The
project included milling and resurfacing, drainage improvements, ADA compliance, signing and pavement
marking, and landscaping. City of Miami Department of Capital Improvements Project Manager: Anthony
Sabbag(305)416-1072.
HDR Engineering, Capital Improvements Department, City of Miami, Florida
March 2004 to March 2005
.
.
.
.
.
.
.
.
,
JOSE SANTIAGO, P.E.
Roadway Design Engineer
~~!!~I~-
Page 2 ~,
Production Program Manager
~
.
.
.
.
.
~
.
.
.
.
.
.
i
~
~
.
.:
.;
.
.1
.
.
Provided programmatic management of construction projects which generally consisted of new
construction, repair, and/or reconstruction of underground storm sewer systems and components such as
pump stations, force mains, injection wells and disposal outfalls; right of way and streetscape improvements
(roads, sidewalks, and swale areas). Provided management and support services in the following areas;
General Project Administration, Design & Production Activities, Bids and Contracts, and Construction.
Supervised a staff of design project managers consisting of in-house and consultant personnel in order to
ensure delivery of the current Capital Improvement Plan. Department of Capital Improvements Director,
Mary Conway, P.E. (305) 416-1027.
Florida Department of Transportation, District Four, Fort Lauderdale, Florida
November 2001 to March 2004
Project Manager
Ensured quality of all assigned projects to maximize benefit and minimize disruptions to the community and
roadway users and minimize any avoidable time and cost overruns. Coordinated with Construction and
Consultants after production to address all post-design issues. Met district production commitments for all
assigned projects and accurate funding amounts in Work Program. Ensured that all contractual issues with
the consultants are handled on a timely basis and in accordance with procedure. Served as liaison and
spokesperson on behalf of the Department with the public, federal, state, and local agencies, and elected
officials. District Consultant Management Engineer: Morteza Alian, P.E. (954) 777-4449.
April 1999 to November 2001
Roadway Designer
Spent 6 months of the Specialization Phase of the Trainee Program in Roadway Design assisting in the
completion of a major Reconstruction project. Duties included development of a Maintenance of Traffic
plan and preparing utility location sheets utilizing Microstation. At the completion of the Specialization
Phase, remained in Roadway Design as a Designer. Duties included the preparation of construction
contract plans for RRR resurfacing projects utilizing Microstation and Geopak. Established geometrics,
developed typical section and pavement design. Prepared cost calculations for computation booklets.
Established and maintained project schedule, coordinated project with support personnel. James Ford,
P.E. (954) 777-4434.
RELEVANT PROJECTS
.'
.
(RRR) SR-817 from the Miami-Dade/Broward Line to S. of Pembroke Road (1999)
(RRR) SR-834 from W. of Florida Turnpike to W. of 1-95 (1999-2000)
(RRR) SR-5 from N. of Harrison St. to Indian River/Brevard Line (2000-2001)
(Reconstruction) Maintenance of Traffic for SR-68 from E. of 1-95 to W. of Hartman Rd. (2001)
(RRR) SR-5 from N. of CR-708(Bridge Rd) to MP 9.171 (2001)
.:
.1
I
.
I
.
.'
I
.,
.'
I
.
.,
.'
I
.
.:
.
.
.
.
.
.
I
.
I
~
~
.
.
t
~
.
.
.
I
.
.
.
.
~
~
~
~
.
.
I
.
.
.
.
..
!
.
.
.
.
I
~
.
.
.
I
.
.
.
.
~
.
.
.
.
.
.
._~
CARLOS GONZALEZ
Project Engineer - Roadway Design
~~!!~,
EDUCATION
Bachelor of Science, Civil Engineering,
Florida International University, Florida, 1993
SUMMARY OF EXPERIENCE
laver ten years experience in all aspects of roadway/highway design, plans production, and project
I management. Project design experience has included major interstate widening/reconstruction projects.
Project Management experience has included a one-year assignment working directly as a FDOT in-house
Consultant Manager, responsible for contractual/management tasks on consultant produced Roadway Design
projects.
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
August 2006 to Present
Senior Project Engineer
Florida Department of Transportation District Four - Permit Coordinator. Permit coordinator for the
nothern counties. Responsible for compliance with FDOT's design criteria standards for new developments
I with new driveways connections, access management, signals, lane widening and drainage.
SR 834 - Sample Road. Project Engineer responsible for development of roadway cross sections, signing and
markings and earthwork quantities. The project includes milling and resurfacing, upgrade of pedestrian curb
ramps, and access management improvements.
HDR Engineering, Miami Lakes, Florida
May 2005 to August 2006
Senior Project Engineer
Florida Department of Transportation District Four - Consultant Management. Project Manager working
I in-house with the Department of Transportation's Consultant Management office. Responsible for serving as
I the Department of Transportation's Manager for consultants' working on Final Design and Post Design
Services for Plans Production projects across the District. Served as the Department's point of contact and
I project coordinator/facilitator on Project Management functions including budget, schedule, quality, and
consistency with Department objectives.
SR 60 RRR Design - FDOT District 4, Indian River County, FL Responsibilities include public involvement,
permitting, and utility coordination. The project includes a one-way pair through the downtown district, inclusion
I of new concrete sidewalk where missing, and vertical sight distance criteria violation (analysis/mitigation).
I Intense public outreach with the City of Vero Beach and the community at large was necessary due to the
mixed community reaction to the possibility of reversing the on-way pair back to two-way sections each.
Parsons - PTG, Miami, Florida
June 1996 to May 2006
Project Engineer
Sawgrass Expressway Widening Design - Turnpike Enterprise, Broward County, FL Deputy Project
Manager responsible for the design and calculations of preliminary drainage analysis. Responsible for the overall
geometric, vertical design, earthwork and quantities.
Design Services for Sunpass Challenge - Turnpike Enterprise. Responsible for Roadway Design. The
project includes modifications to various toll plazas on the Florida's Turnpike System. A total of twenty sites
were included. Elements of work included roadway and ramp widening, architectural, drainage, signing and
pavement markings, lighting, utility relocations, maintenance of traffic, and environmental permitting.
154th Street and 122nd Ave - City of Miami, Miami, FL This job involved the design of a concrete curved road.
Responsibilities included the roadway design, maintenance of traffic, the development of roadway cross sections and
earthwork quantities.
.
.
I
tt
.
.
tP
.
.
.
.
.
.
.
I
.
I
.
.
.
I
.
~
~
.
,
~
~
~
.
.
I
.
.
.
.
~
.
I
~
.
I
.
,
.
.
.
I
~
.
.
.
.
.
I.
- i
CARLOS GONZALEZ
Project Engineer - Roadway Design
!,!!~!!~I.u _
Page 2 ~,
SW 10th Street Widening Design - FOOT District IV, Broward County, FL. Project Engineer for this two-mile final
design project, which entailed reconstruction from a rural to an urban typical section. Responsibilities included
preparation of plan and profile, maintenance of traffic, signing and pavement markings, and roadway cross-section
sheets. Utilized 3D digital terrain model and generated coordinate geometry data in developing plans package.
SR 809 (Military Trail) Final Design - FOOT District IV, Palm Beach County, FL.
Responsible for plan production with emphasis on Florida D.O.T. design and CADD standards. Generated
digital terrain model (DTM) from digital planimetric survey data. Developed design criteria for final cross
sections and created input files to calculate earthwork quantities and for placement of utilities structures.
Responsible for the design of back of sidewalk and intersections profiles. Utilized coordinate geometry
(COGO) for the creation of horizontal alignment and vertical profiles.
BHA - Geopak, Miami, Florida
January 1994 to June 1996
· Project Engineer
Ministerio de Obras Publicas (MOP), Ecuador Salinas, Anconcito, Ecuador
A 56-km roadway project through rural and urban areas. Duties included geometric design of roadway; plan
production coordination using Geopak Software, and the layout of drainage and utility structures on plan and
cross sections.
I Geopak Technical Support Staff
I Provided technical support to Geopak users. Assisted on certification of new Geopak releases. Administered
MicroStation and Geopak training to new users, and represented Geopak in various workshops.
.
..
'.
.
.
I
~
.
.
.
.
I
.
I
.
.
.
I
.
.
I
.
.
I
~
.
.
.
..
.
I
~
~
.
.
.
.
~
.
I
.
.
I
.
I
.
~
~
~
.
.
.
.
.
PETE DIAZ, P.S.M.
Surveying Manager
~!.~,
EDUCATION
Degree Studies, Miami-Dade Community College, Miami, Florida 1984
Member: Phi Theta Kappa Society
Considerable continuing education via workshops and symposia.
REGISTRATION
Florida Professional Surveyor and Mapper No. 6052
SUMMARY OF EXPERIENCE
Mr. Diaz has over 20 years experience in most aspects, and all levels of Land Surveying. His experience
includes Topographic Surveys, Right-of-Way Mapping, Design Surveys, Boundary Surveys, Control
Surveys, GIS, Hydrographic surveys and others. Mr. Diaz most recently worked with the Florida Department
of Transportation as Project Manager overseeing five consultants, one of which provided Aerial
Photogrammetry. At the DOT, Mr. Diaz played a key role in the implementation and organization of Quality
Control and review processes in the Surveying section, contributing to increased productivity and accuracy.
Mr. Diaz also served as a representative for the Surveying and Mapping Technical Advisory Committee and
the GIS development committee.
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
March 2003 - Present
Survey Manager
Sunny Isles Blvd. (SR 826) from Intracoastal Waterway bridge to Collins A ve, Sunny Isles, Florida
(June 2003 - July 2003). Mr. Diaz was the Survey Project Manager responsible for the direction of all
survey activities. This project entailed the collection of Topographic data with specific attention to drainage
structures and establish a control network, Right of Way location. Project Manager: George Fischer, Grant
Coordinator (305) 947-0606.
NW 25 St from NW 87 Ave to NW 67 Ave, Miami, Florida (2005 - 2006). Mr. Diaz was the Survey Project
Manager responsible for the direction of all survey activities. This project entailed the collection of
Topography, DTM, Vertical control verification, reestablish points from control network, Layout/Locate bore
holes and relate to existing Baseline. Project Manager: Miguel Soria, P.E. (305) 477-7575.
Numerous sites throughout the City of Miami, Miami, Florida (August 2003 - October 2003). Mr. Diaz
was the Survey Project Manager responsible for the direction of all survey activities. This project entailed
the collection of Topography, Vertical control verification, recover/reset City monuments as needed. Project
Manager: Guido Van Meek, P.E. (305) 477-7575.
Florida Department of Transportation, Miami, Florida
August 1998 - February 2003
Survey Project Manager
SR 934 (NW 79 St.) from NW 6 Ave to JFK Causeway, Miami, Florida (2002). Mr. Diaz was the Survey
Project Manager responsible for the direction of survey activities. This project entailed the acquisition of
raster imagery, DTM, Topography, Project Network Control, Right-of-Way mapping, GPS control. Project
Manager: Harold Desdunes, P.E. (305) 470-5271
.
, .
i.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~
-
.
.
.
.
I
-
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-1
PETE DIAZ, P.S.M.
~!!~IDt}_
Page 2 ~,
Surveying Manager
SR 5 (US1) from SW 304 St. to SW 264 St., Miami, Florida (2002). Mr. Diaz was the Survey Project
Manager responsible for the direction of survey activities. This project entailed the acquisition of raster
imagery, DTM, Topography, Project Network Control, Right-of-Way mapping, GPS control. Project
Manager: Harold Desdunes, P.E. (305) 470-5271.
SR 997 (Krome Avenue) from SW 296 St. to SW 216 St., Miami, Florida (2002). Mr. Diaz was the
Survey Project Manager responsible for the direction of survey activities. This project entailed the
preparation of approximately 50 parcel sketches requiring, Right-of-Way mapping, GPS Control, Baseline
and vertical control. Project Manager: Monica Diez, P.E. (305) 470-5217.
Bus lanes (Along US1) from SW 264 St. to SW 112 Ave., Miami, Florida (2002). Mr. Diaz was
responsible for the oversight of field procedures, survey data analysis and processing. Coordinated with
contractors for delivery of data. Project Manager: Harold Desdunes, P.E. (305) 470-5271.
Miami Intermodal Center, Miami, Florida (2001). Mr. Diaz was in charge of reviewing and analyzing
several projects for quality control and compliance with Department standards. Project Manager: David L.
Futch, P.S.M. (305) 470-5410
SR 933 (Everglades National Park), Miami, Florida (2000). Mr. Diaz was in charge of reviewing and
analyzing project for quality control and compliance with Department standards. Project Manager: Harold
Desdunes, P.E. (305) 470-5271.
Biscayne Engineering Co., Inc., Miami, Florida
July 1996 - August 1998
Survey Technician
SR 848 (Stirling Rd), Broward County, Florida (1997). Mr. Diaz assisted in the preparation of Right-of-
Way maps, provided analysis of field data. Coordinate with Right-of-Way personnel at FDOT District 4 to
efficiently complete project. Project Manager: Selvin Bruce, P.S.M. (305) 324-7671.
Florida's Turnpike at Okeechobee Blvd., Palm Beach County, Florida (1997). Mr. Diaz was
responsible for the review of survey activities, analysis of survey data and the preparation of a full DTM.
Project Manager: David Del Rio, P.S.M. (305) 324-7671.
SR 826 from SW 56 St. to SW 40 St., Miami, Florida (1998). Assisted in the preparation of Right-of-Way
maps, provided analysis of field data and was responsible for Quality Control review. Project Manager:
Selvin Bruce, P.S.M. (305) 324-7671
Weidener Surveying and Mapping, Inc., Miami, Florida
July 1989 - July 1996
Survey Technician
U.S. Navy Submarine Base, Andros Island, Bahamas (1995). Mr. Diaz assisted Mr. O'Hargan in the
collection of Topographic data for the rehabilitation of a berm for explosives testing. Project Manager: Paul
T. O'Hargan, P.L.S.
.
.
.
~
I
.
!.
e
.
.
.
.
.
.
.
.
.
.
~
.
.
I
.
I
.
.
i
~
.
~
.
i
~
~
.
.
..
.
.
.
.
.
I
.
I
~
.
..
.
.
.
.
.
1
~~!!~,
ALEJANDRO A. QUEVEDO
Subsurface Utility Engineering Coordinator
EDUCATION
Associates of Science in Construction Technology
Miami-Dade Community College, 1989
Associates of Science in Architecture
Miami-Dade Community College, 1989
CERTIFICATIONS
. ACI Concrete Field Testing
. Asphalt Inspector (pending)
. A.T.S.SA Work Site Traffic Supervisor
. Contract Estimate System, FDOT
. F.H.W.A. Maintenance & Repair Bridges
. FD.O.T. Erosion Control Seminar
. FD.O.T. 24-Hour Worksite
. FD.O.T. Manage Project, Prioritize, Deadlines
. OSHA Hazardous Waste & Emergency Response
. CPM Level I-Florida State University
. ACI Concrete Repair Standard Seminar
. ACI Concrete Repair for Bridges
. Concrete Flowable Fill Seminar
. Work Site Traffic Supervision, A.T.S.SA
. FD.O.T. EEO/AA Seminar
. FD.O.T. Bridge Maintenance Training
. F.D.O.T. Variable Message Board Programming
. FD.O.T. CDL License Class "B"
. FD.O.T. Traffic Engineering Fundamentals
. FD.O.T. Maintenance Rating Programs
. FD.O.T. Basic Drainage Design
. FD.O.T. Environmental Contamination
. FD.O.T. ADA
. F.D.O.T. Guardrail Installation
. FD.O.T. Drainage Structures Installation
. FD.O.T. Roadside Cross Section
. FD.O.T. Signs Installation
. FD.O.T. Signs and Marking
. FD.O.T. Breakaways Support Signs
WORK HISTORY
Marlin Engineering, Inc., Miami, FL
July 1996 to Present
Utility Coordinator
Subsurface Utility Engineering Coordinator. Responsible for coordinating the subsurface utility
engineering (SUE) for design projects to accurate locate underground facilities. Work included coordinating
with designers, utility owners and FOOT's Utility and Construction Office. Work included developing utility
matrix and final SUE Report of verified vertical and horizontal (VVH) information on all utilities within the
project limit. The following are the projects and number of locates performed: Sunny Isles Boulevard
(FOOT) - 80 locates; NW 25 Street East and West Projects (FOOT) - 365 locates; Indian Creek and 63rd
Street (FOOT) - 215 locates; CMC 2610 Tiger Tail, 7 locates; City of Miami Pipe designing and 5 locates; /I
Luugano - 9 locates; City of Miami "Greenway" - 38 locates; and Sample Road 3R Project (FOOT) - 50
locates.
.
.
'.
I
.
.
.
.
.
.
-
..
-
.
.
.
...
.
.
I
..
~
~
.
.
,
..
.
.
.
I
.
.
I
~
.
...
~
.
I
ALEJANDRO A. QUEVEDO
Subsurface Utility Engineering Coordinator
~~!!~,
Miami-Dade County FEMA Secondary Canal Repair and Restoration Project (DERM). As a project
Manager for DERM Program for Secondary Canal Dredging and Restoration, Mr. Quevedo was responsible
for the implementation of the program framework from the beginning stages. We develop all the guidelines
and procedures for the entire canal. This included but not limited to Inspection form, close out packages,
analysis, payment request, negotiation, punch list, embankment restoration procedures, Post dredged
sediment analysis, survey review, weekly status report meeting with contractor and DERM representatives.
Under Mr. Quevedo the program cost approximately $80M, which included four Dredging Contractors for nine
Canals. Melrose, Calder, Gratigny, Red Road, Lake Lucerne, Coral Gables, NW 58 St. Comfort. Palm Spring
Canal. Mr. Quevedo also ensured that all works under the FEMA Program were undertaken in accordance
with Contract Specifications and Conditions of Contract to minimized overrun and misinterpretation.
Infiltration/Exfiltration/lmprovement (liE/I) for Miami-Dade Water and Sewer Department, Miami-Dade
County. As Project Manager for the Infiltration/Exfiltration/lmprovement Program, Mr. Quevedo is responsible
for the daily operations of inspecting and managing nine individual contracts for the implementation of
trenchless technology in South Florida. Mr. Quevedo is also responsible for weekly construction meetings
with contractors and municipalities, to coordinate work orders between the contractors and MDWASD.
Administrative duties include payment approval of approximately $1.5M a month for pipe replacement, points
repairs, sectional and curved in place liner. Mr. Quevedo was also responsible for a staff of engineers and
inspectors that covered the area of Miami-Dade County.
Design Task Manager, Mr. Quevedo has worked in the preparation of Traffic Control plans for Rainbow
Interchange at Broward University Drive; Canal Point, Atlantic Blvd.; Knight's Key, and NW 87th Avenue,
developed cross sections, horizontal and vertical geometry, signing and pavement markings plans. Mr.
Quevedo has been in charge of Parking Facility Inspections; Railroad Roadway Crossings reconstruction
Traffic Control and inspection throughout Miami-Dade and Broward Counties.
As Roadway Inspector for the Biscayne Boulevard V and VI Projects in Miami-Dade County, Florida,
Projects No. 87030-3570 and No.87030-3598, Mr. Quevedo was responsible for the inspection and
supervision of all aspects or roadway construction which included: Concrete Asphalt base, sub-base,
Drainage Construction, Earthwork, Signalization, Street Lighting, Signing and Pavement Markings. Mr.
Quevedo was also involved in the preparation of the Final Estimates package for the project.
.
...
~
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
.
.
.
.
.
.
.
.
.
I
.
j
.
.
I
.
I
.
,
,
.
.
.
.
I
.
,
.
.
I
.
.
.
.
.
.
~
.
.
.
.
.
.
.
OMAR CARCAMO
~~!!~,
Crew Chief
EDUCATION
South Ridge Senior High School, Miami, FL (Diploma)
Miami Dade Community College, Miami, FL (Associate in Arts in Electronics Engineering)
Florida International University, Miami, FI. (Present)
SUMMARY OF EXPERIENCE
Mr. Carcamo has over 12 years experience in the Land Surveying industry. His experience includes
horizontal and vertical control surveying, topographic, hydrographic, as-built survey, construction layout
and boundary surveys. Mr. Carcamo has worked for a variety of city, and county agencies, as well as
private clients.
He is experienced with Sokia Radian IS & Topcon Hiper Pro (GPS) surveying equipment and with
various total stations and levels out in the market today.
SPECIFIC PROJECTS
Marlin Engineering, Inc., Miami, Florida
May 2003 - Present
Crew Manager
NW 25 St from NW 87 Ave to NW 67 Ave Miami, Florida. (2003 - 2004). As crew chief Mr. Carcamo
was in-charge of recovering the control network, Right of way location, Topo location & DTM. Layout I
Locate bore holes in conjunction with Subsurface Utility Engineering services. Project Manager: Miguel
Soria, P.E. (305) 477-7575
Sunny Isles Blvd (SR 826) from the Intercoastal waterway bridge to Collins A ve, Sunny Isles, Florida.
(2003). Mr. Carcamo was the crew chief in charge of all field operations including establishment of a
control network, Right of way location, Topo location & DTM. Project Manager: George Fischer, Grant
Coordinator (305) 947-0606
Numerous sites throughout the City of Miami, Miami, Florida. (2004) As crew chief Mr. Carcamo was in-
charge of recovering / resetting City monuments, Right of way to Right of way locations (Topo & DTM).
Location of storm drainage structures to provide existing conditions information for development of a
storm water modeling GIS. Project Manager: Guido Van Meek, P.E. (305) 477-7575
Grassy Key, Monroe County, Florida. (2004 - 2005). Mr. Carcamo was the crew chief in charge of field
operations for 2.5 miles of topographic survey that involved using GPS (RTK) for the location of
wetlands, proposed bike route, and cross sections along US #1. Project Manager: Richard Musgrove,
P. E. (850) 216-3270
Schwebke - Shiskin & Associates, Inc.
June 1996 - May 2003
Crew Chief
Miami-Dade County, Florida. Numerous hydrographic surveys, boundary surveys, and topographic
surveys done for Miami-Dade County. Project Manager: Pierre E. Calvet, P .S.M (305) 233-9210
Homestead - Miami Speedway, Florida. (2001 - 2003). As crew chief Mr. Carcamo was in-charge of
providing horizontal and vertical control, topographic survey, as-built survey, construction layout, and
boundary surveys. Sample of jobs consist of installing new bleachers around the tract, rebuild racetrack
turns 1&2, layout additional parking. Project Manager: Pierre E. Calvet, P.S.M (305) 233-9210
.
.
I
.
.
.
.
.
.
.
.
.
.
I
.
.
..
I
.
.
.
I
.
I
~
.
:
.
.
I
~
tt
..
.
.
.
.
.
-
.
..
.
1
.
.
.
.
.
.
.
.
.
.J
I
I
I
I
!,!!~!!~I.u _
Page2 ~,
OMAR CARCAMO
Crew Chief
Habitat For Humanity Project, Florida. (2002 - 2003). As crew chief Mr. Carcamo was in-charge of
providing horizontal and vertical control, Construction layout, and boundary surveys. Project Manager:
Pierre E. Calvet, P.S.M (305) 233-9210
Miami Dade County Youth Fair, Florida. (2001 - 2002). As Instrument Man Mr. Carcamo assisted in
providing conventional leveling, construction layout, horizontal and vertical control, and as-built surveys.
To support information for additional improvements for design. Project Manager: Pierre E. Calvet, P.S.M
(305) 233-9210
Martin Realty Company, Florida. (1996 - 2003). As crew chief Mr. Carcamo was in-charge of gathering
information to obtain topographic surveys. Providing Elevation certificates for homeowners & bankers.
Project Manager: Pierre E. Calvet, P.S.M (305) 233-9210
Hughs Coves Coconut Grove, Florida. (2000 - 2003). As crew chief Mr. Carcamo was in-charge of
providing horizontal and vertical control, topographic surveys, as-built surveys, construction layout, and
boundary surveys. Project Manager: Pierre E. Calvet, P.S.M (305) 233-9210
Numerous Of Shopping Centers throughout Florida. (1996 - 2003). As crew chief Mr. Carcamo was in-
charge of establishing horizontal and vertical control, topographic surveys, as-built surveys. Project
Manager: Pierre E. Calvet, P.S.M (305) 233-9210
Miami Dade Community College, Florida. (2003). Mr. Carcamo was the crew chief in charge of all
operation in the field. Providing conventional leveling, construction layout, horizontal and vertical control,
As-built surveys, Construction layout, and Boundary surveys. To gather information for future planning
and designs. Project Manager: Pierre E. Calvet, P.S.M (305) 233-9210
.
.
I
tp
.
.
.
I
.
t
.
I
.
.
I
.
.
tt
tt
.
.
.
I
.
.
.
.
.
I
.
:
.
.
~
.
~
I
~
.
j
.
I
~
~
.
.
.
i
~
.
.
.
.
.
--~
LAZARO E. FLEITAS, P .S.M.
Right of Way & Design Survey
!':!~!~,
EDUCATION
Alvaro Reynoso Polytechnic Institutel Middle Technician Degree in Topography, 1980
Higher Institute of Agricultural Science of Havana, CUBA I Irrigation and Drainage Engineer Degree, 1989
REGISTRATION
Florida Professional Surveyor and Mapper No. 6518, 2006
CERTIFICATIONS
GPS
CAICE
COMP USA (Several computer courses)
WORK HISTORY
Marlin Engineering, Inc., Miami, Florida
February 2007 - Present
Right of Way & Design Surveyor
SR 809 - Military Trail, Palm Beach, FI
Mr. Fleitas is the Survey Project Manager responsible for the direction of all survey activities. This project
entails the collection of Topography, DTM, Vertical control verification, reestablish points from control
network, GPS.
1-95/SR 9A, Miami, FI
Mr. Fleitas is the Survey Project Manager responsible for the direction of all survey activities. This project
entails the establishment of aerial targets, vertical control, and horizontal control for a Low Altitude Mapping
Photogrammetry (LAMP) survey.
SR 713 - Kings Hwy, St. Lucie, FI
Mr. Fleitas is the Survey Project Manager responsible for the direction of all survey activities. This project
entails the collection of Topography, DTM, Vertical control verification, reestablish points from control
network, GPS, and Project Network Control plan.
Florida Department of Transportation, District 6, Miami, FI
January 2005 - February 2007
Professional Land Surveyor Supervisor 11- SES (Assistant Location Surveyor)
The primary duty of this position is support to the District Location Surveyor as his assistant. Manage and
monitor Consultants and all agency in house survey crews performing Right of Way and Location Surveying.
Approving invoices in accordance with section 215, 422 of the F.S. Supervising the production and
attendance of survey crews assuring that all work is in compliance with DOT and minimum technical
standards, and that all safety procedures are followed allowing progress of field work to meet production
schedules. Data collection to coordinate and review field work, maps, existing baselines, surveys, field
books, bench run, etc. Reviews field note to independently QP, QC projects. Custodian of records for future
reference. Reviews manpower estimates and adequate use of equipment. Prepares scope of services,
contract selection, and advertising for negotiations with consultant contracts. Coordinates technical
information required for project completion with consultants schedule to assure department production.
Collecting and distributing work for consultants monitoring work load is adequate to finish task in a timely
manner. Supervise all GPS (Global Positioning System) work for the District in-house and consultant QAlQC.
Supervise data processing and maintain all GPS work. Assist in budget programming, prepare extensions
and supplemental agreements, evaluate and grade consultants and prepare letters of authorization. Assist in
managing CEI surveys and consultant selection process. Review consultant invoices, authorize payment
.
-
.
.
.
I
~
tt
.
I
.
.
.
.
.
~
.
~
.
.
.
.
.
~
I
.
.
.
.
.
.
.
.
.
j
~
~
.
.
-
.
I
.
.
.
.
.
.
.
LAZARO E. FLEITAS, P .S.M.
Right of Way & Design Survey
~!!~,
and transmittal of same. Certify Right of Way staking for acquisition purposes, topographic drawings, digital
terrain modeling (DTM) information, survey sketches, etc.
Florida Department of Transportation, District 6, Miami, FL
January 2003 - January 2005
Project Manager
Lead professional in performing miscellaneous design surveys and right of way maps with consultants and
in-house survey crew. Field and office work for FDOT. Management and preparation of right-of- way control
surveys and maps, and all types of right of way acquisition surveys (boundary, legal descriptions, parcel,
construction, easements, temporary easements, etc.) with consultants and in-house personnel. Manage all
aspects of a full design survey like (horizontal and vertical project network control/PNC, re-establishing
historical center lines, historical survey base line, right of way lines, section surveys, topography survey on
DTM, roadway, cross sections and profiles and side street surveys, underground utilities and drainage
surveys) with consultants and in-house personnel.
Florida Department of Transportation, District 6, Miami, FL
January 2000 - January 2003
Survey Technician
Lead professional in performing and reviewing all types of surveys for roadway design and right of way maps
with consultants and in-house survey crew. Involving skills, abilities and knowledge in Geopack, CAICE,
FDOT bar menue and other FDOT computer programs. Field and office work for FDOT. Post processing of
field collected data utilizing the DOS processor and CAICE'S data processor.
Biscayne Engineering, Inc., Miami, FI
January 1992 - January 2000
Party Chief
Responsible for execution on several DOT project, construction layout, boundary survey, etc.
Partial list of Projects
. SR 80 Palm Beach County, FL, project included topographical survey, digital terrain model, and design
survey & Right of Way Mapping. Project limits 8 miles approx. from 1-95 west along SR80.
. SR A 1A Palm Beach County, FL, project included preparation of Right of Way mapping. Project limits 4
miles approx. from the Breakers Northward.
. Davie Boulevard, Broward County, FL, design survey, consisting of digital terrain model, drainage & survey
from 1-95 west to SR 441.
. 1-95 Okeechobee Interchange, Palm Beach County, FL project consisted of the preparation of control
survey in the Preparation of Right of Way mapping total length of project 2 miles.
. NW 135th Street from SR9 to US 441, Miami-Dade County, FL project included topographic survey, cross
sections drainage and utility survey for design and construction purposes.
. SR 826 (Palmetto Expressway) Interchange SR 874 and Bird Road, Miami-Dade County, FL. Project
consisting of sectional contract survey, drainage and utility survey, project network control survey, location
of soil borings, full digital terrain modeling and preparation of Right of Way mapping tying into Florida State
Plane coordinate system North American datum 1983/90 re adjustment and National Geodetic Vertical
datum of 1929 (NGVD).
. Layout of FlU (Florida Internal University) parking lot building, Miami-Dade County, FL.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
ARSENIO MILIAN, P.E.
President
EXPERTISE
Mr. Milian has over 35 years of experience in Environmental and
Civil Engineering, management, design, permitting and operation of
utility and solid waste systems. Below is a summary of recent major
projects he has worked on.
EXPERIENCE
ACADEMIC BACKGROUND
Bachelor of Civil Engineering - University
of Florida - 1967
Master of Engineering, Biological Waste
Treatment - University of Florida - 1968
PROFESSIONAL CERTIFICATION &
AFFILIATIONS
. Florida Professional Engineer No.
13134
. American Waterworks Association
. American Society of Civil Engineers
. Citizens for a Better South Florida -
President
. Florida Waterworks Association
. Miami River Stormwater Sub-
Committee - Chair
. National Audubon Society - Board of
Directors
. The Nature Conservancy, Florida
Chapter - Board of Trustees
. Water Pollution Control Federation
Environmental Permitting
Participated and directed negotiations with key members of various
regulatory agencies in the procurement of permits required for the
construction and operation of numerous utility and stormwater
facilities. Recent projects include the environmental assessment of
wetland impacts related to the Phase I of the West Wellfield for the
Miami-Dade Water & Sewer Department (MDWASD); provided
support for the Master Dewatering Permit for ST A-5 and the ST A-5
Discharge and Outlet Canals for construction of levees, structures,
canals, etc.; Watershed Dewatering Permit Extension for the Miami
International Airport NW Corner including Water Use Permit
Application; applied for and obtained numerous Class IV and ERP
permits from the Department of Environmental Resources Management (DERM), the U.S. Army Corps of
Engineers (ACOE), the Department of Environmental Protection (DEP) and the South Florida Water
Management District (SFWMD). Other projects include preparation of restoration and mitigation plans for
wetlands impacts.
Directed and supervised the preparation and regulatory approval of several storm water management
plans for construction debris landfill installations.
Principal in Charge
Crandon Park Master Plan Environmental Permitting Due Diligence
Miami-Dade Parks and Recreational Department - Miami-Dade County, Florida
In charge of the quality control of the development of the Crandon Park Master Plan Environmental Due
Diligence project. The master plan calls for enhancing the shoreline of the park by increasing the
recreational potential of this area. The master plan will implement the recreational enhancements of the
shoreline drop-off areas north and south of the attached sand bar. The enhancements to the shoreline will
be accomplished by placement of sand to shallow the existing north and south drop-off areas and
creating an artificial reef snorkeling area in the south drop-off area.
Principal in Charge
Margaret Pace Park Shoreline Stabilization
City of Miami Transportation and Capital Improvements Department - Miami-Dade County, Florida
In charge of the quality control of the preparation of construction documents for stabilizing approximately
1,300 linear feet of the eastern shoreline of Margaret Pace Park located at 1775 N. Bayshore Drive in the
City of Miami. In addition, prepared and processed a Miami-Dade County Department of Environmental
Resources Management (DERM) Class-I Permit application as well as a Florida Department of
Environmental Protection (FDEP) Joint Environmental Resource Permit (ERP) application.
Principal in Charge
West Kendall Park Lake Management Plan
Miami-Dade Parks and Recreational Department - Miami-Dade County, Florida
In charge of the quality control of the preparation of the lake management plan for a 20 acre lake that will
abut Kendall Tamiami Airport. The plan address concerns associated with the potential of bird strikes and
the use of airport property by foraging mammals attracted to the lake. Currently permitting the plan
through the FAA.
MSA Milian, Swain & Associates, Inc.
.
.
, .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
ARSENIO MILIAN, P.E.
President
2
Project Manager
Environmental Assessment - Wetland Impacts
Miami-Dade Water and Sewer Department - Miami, FL
Project included the environmental assessment of wetland impacts related to the Phase I of the West
Wellfield for the Miami-Dade Water & Sewer Department (MDWASD).
Project Manager
National Pollutant Discharge Elimination System (NPDES) permitting process
City of Miami - Miami-Dade County, FL.
Responsibilities included the identification & evaluation of regulatory permitting programs affecting
storm water management practices, development, evaluation of public information programs, assessment
of operation and maintenance activities, and obtained outside funding for portions of the program.
Principal in Charge
Haulover Park - General Plan Update
Miami-Dade Park and Recreational Department - Miami-Dade County, Florida
In charge of assisting the Miami-Dade Park and Recreational Department by conducting a due diligence
study of water/sewer improvements & drainage/water management improvements required to bring this
park into compliance with the current regulatory standards. In addition, environmental permitting
constraints were identified/presented in a due diligence report that addressed various site plan
alternatives.
Project Manager
Wastewater Reuse Feasibility Study Update
Miami-Dade Water and Sewer Department (MDWASD) - Miami-Dade County, FL
Mr. Milian coordinated all work related to the services provided to MDWASD for the completion of a
Watewater Reuse Feasibility Study Update. Responsible for reviewing current and proposed regulations
and policies from the different pertaining agencies. Assistance with the identification of potential suitable
users for reuse. In charge of coordinating the preparation of an updated reuse feasibility report and
responsible for responding to inquiries about the reuse plan proposed.
Project Manager
Dewatering Permits
South Florida Water Management District - Broward and Palm Beach, FL
Provided support for the Master Dewatering Perm it for ST A-5 and the ST A-5 Discharge and Outlet
Canals for construction of levees, structures, canals, etc.
Principal in Charge
C-100, C-7, C-2 Stormwater Master Plans
Miami-Dade County Department of Environmental Resources Management - Miami, Florida
In charge of the quality control of the SWMM modeling effort of the C-100, C-7, and C-2 Basin in Miami-
Dade County. The models were developed to analyze the existing basin wide water management system,
identify water quality and quantity problem areas and recommend improvements.
Regulatory Advisor
Wastewater Reuse Feasibility Study and Alternative Water Supply Plan
Miami-Dade Water and Sewer Department - Miami, FL
Directing the regulatory component of the Reuse Feasibility & Alternative Water Supply Study, including
identifying regulatory constraints and determining project alternatives for further evaluation. Participating
in public & regulator input workshops. Making special presentations to senior management & County
Commissioners as needed.
Principal in Charge
54" Force Main Repair Regulatory Process
Miami-Dade Water and Sewer Department (MDWASD) - Miami, FL
An active existing 54-inch diameter sewage forcemain owned by MDWASD was ruptured due to
construction activities, which caused a massive spill of raw sewage into Biscayne Bay. Assisted
MDW ASD in expediting Emergency Authorizations to repair the ruptured sewage pipe from FDEP &
DERM. Prepared all the ERP and Coastal Permit design exhibits and documentation.
MSA Milian, Swain & Associates, Inc.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
GABRIEL MILIAN, P.E.
Project Engineer - Civil and Environmental Engineering
EXPERTISE ACADEMIC BACKGROUND
Mr. Milian has 6 years experience in Modeling of Hydraulic
Systems, Acquisition of Environmental Resource Permits and
design of water distribution and sewer collection systems.
EXPERIENCE
Project Engineer
Matheson Hammocks Parking Maintenance Facility Relocation
Miami-Dade County Park and Recreation Department
Miami, FL
Project engineer responsible for the Environmental Engineering
and Permitting services provided for the construction of a new
maintenance facility within the boundaries of the Matheson
Hammocks Park, including regulatory process thru DERM, EQCB
and ACOE for mangroves mitigation
Master of Environmental Engineering -
University of Texas at Austin - 2002
Case Study on the Remediation of
Arsenic in Soil and Subsequent
Groundwater - Master's Departmental
Report, 2002
Professional Aid - University of Texas at
Austin
Bachelor of Civil Engineering - University
of Miami - 2001
Bachelor of Environmental Engineering -
University of Miami - 2001
MODFLOW, MOCFLOW AND MOC 3D
pertaining to the fate and transport of
pollutants from point sources
PROFESSIONAL CERTIFICATION &
AFFILIATIONS
. Florida Professional Engineer License
No. 65927
. American Society of Civil Engineers
. XP SWMM Certified
Project Engineer
Design of the Phase I Deering Glade Rehydration
Improvements
Miami-Dade County Parks and Recreation Department - Miami-
Dade County, Florida
Prepared the site plan and selected the site for the proposed adjustable weir structure associated with the
project. Designed this broad crested concrete weir to partially rehydrate the existing glade and reduce
salt water intrusion. As part of the design, he coordinated the surveying, geotechnical and environmental
delineation efforts required for permitting. Currently preparing the ERP permit and the DERM Class I
perm it.
Project Engineer
Tree Island Park Project
Miami-Dade County Park and Recreation Department -Miami, FL
Project engineer for the civil and environmental engineering services that are being provided to the
Miami-Dade County Parks and Recreation Department. This Department requires assistance to prepare
and process the environmental permits required to develop the Tree Island Park located south of SW
10th Street between SW 149th Avenue and SW 147th Avenue.
Project Engineer
Wastewater Reuse Feasibility Study Update
Miami-Dade Water and Sewer Department (MDWASD) - Miami-Dade County, Florida
Mr. Milian is responsible for calculating the costs for the different alternatives that will be presented in the
updated wastewater reuse feasibility study for MDWASD. He is also in charge of identifying the different
environmental permits that may be required for this project.
Project Engineer
C-100 Storm water Master Plan
Miami-Dade County Department of Environmental Resource Management - Miami, Florida
Responsible for developing the SWMM model to analyze the conveyance capacity of the C-100 Basin in
Miami-Dade County. Developed a GIS Data Base with associated coverages identifying the major
conveyance elements in the Basin. The GIS Data Base was utilized to identify the critical problem
locations in the basin. This ARC-View Data Base was interfaced with the SWMM model to facilitate the
manipulation of the model, data input and identification of key problem areas.
MSA Milian, Swain & Associates, Inc.
.
.
.
.
.
.
.
.
.
I .
I.
.
.
.
.
I .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
GABRIEL MILIAN, P.E.
Project Engineer - Civil and Environmental Engineering
Project Engineer
C-7 Stormwater Master Plan
Miami-Dade County Department of Environmental Resource Management - Miami, Florida
Responsible for developing the SWMM model to analyze the conveyance capacity of the C-7 Basin in
Miami-Dade County. Developed a GIS Data Base with associated coverages identifying the major
conveyance elements in the Basin. The GIS Data Base was utilized to identify the critical problem
locations in the basin. This ARC-View Data Base was interfaced with the SWMM model to facilitate the
manipulation of the model, data input and identification of key problem areas.
Project Engineer
C-2 Stormwater Master Plan
Miami-Dade County Department of Environmental Resource Management - Miami, Florida
Responsible for developing the SWMM model to analyze the conveyance capacity of the C-12 Basin in
Miami-Dade County. Developed a GIS Data Base with associated coverages identifying the major
conveyance elements in the Basin. The GIS Data Base was utilized to identify the critical problem
locations in the basin. This ARC-View Data Base was interfaced with the SWMM model to facilitate the
manipulation of the model, data input and identification of key problem areas.
Project Engineer
Ryder Development
Shoma Homes Development, Inc. - Miami-Dade County, Florida
Prepared a Water-Cad model to determine if the proposed water distribution system for the 40-acre
mixed-use land development project will be able to meet the domestic and fire flow requirements. Also,
developed a Sewer-Cad model to determine the requirements of a "Donation" sanitary sewer pumping
station and associated gravity collection system. The results of this modeling study were coordinated
with Miami-Dade Water and Sewer Department for the purpose of planning this "Donation" sanitary sewer
pumping station.
Project Engineer
Miami-Dade Aviation Department
Opa-Locka Airport - Water Master Plan
Miami-Dade County, Florida
Responsible for the development of the Water-Cad model used to analyze the Airport's water distribution
system. Collected as-built data as well as field data to assemble the model and used the model to
evaluate the performance of the existing system considering the present water demands. Also, utilized
the model to recommend improvements to the existing system so that the future built-out condition and
water demands of the airport can be met. The results and recommendations were compiled and
presented to the Aviation Department is a document entitled "Opa-Locka Airport - Water Master Plan."
Project Engineer
Miami-Dade Aviation Department
Opa-Locka Airport - Sewer Master Plan
Miami-Dade County, Florida
Responsible for the development of the Sewer-Cad model used to analyze the Airport's sewer collection
and transmission system. Collected as-built data as well as field data to assemble the model and used
the model to evaluate the performance of the existing system considering the present sewage loading.
Also, utilized the model to recommend improvements to the existing system so that the future built-out
condition and sewer demands of the airport can be met. The results and recommendations were
compiled and presented to the Aviation Department is a document entitled "Opa-Locka Airport - Sewer
Master Plan."
MSA Milian, Swain & Associates, Inc.
Senior Environmental Scientist & Project Manager
Shoreline Protection Project - Broward County -
Broward County, Florida.
Responsible for all aspects of project management in addition to performing support for the coral
reef biological data collection and monitoring using Benthic Ecological Assessment for Marginal
Reefs (BEAMR) and video point count methods. Point count quantitative analyses are
implemented to provide a benthic baseline data assemblage for nearshore reef systems in
Broward County, Florida. This data will provide the mitigation baseline and will be used to
measure the impact of construction activities on the macroepibenthic flora and fauna, and the
success of any mitigation during the post-construction project phase.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
DREW N. CAMPBELL
Manager Environmental Science
EXPERTISE
Mr. Campbell has over 13 years of experience studying
South Florida's marine & freshwater ecosystems. He has
experience performing research plan development,
experimental design, experiment execution, and technical
report manuscript writing & editing. He has participated in
many research oriented projects; specializing in those
relating to storm water treatment, chemical treatment, best
management practices, and wetland biogeochemistry in
order to reach interim Everglades Forever Act's Phase II
water quality goals, and Long-term Water Quality Goals
outlined in the District's Conceptual Plan (Long-Term
Plan). Mr. Campbell's experience also bridges to
regulatory investigations of the marine, wetland, and
terrestrial environments. He has prepared several
environmental assessments and biological inventories,
providing NEPA & PD&E documentation for
Comprehensive Everglades Restoration Projects (CERP)
and large-scale engineering projects. Finally, he utilizes
his seven years of GIS experience using ARCINFO,
ARCVIEW and now ARCGIS to construct geodatabases
designed to support these multifaceted regional restoration
efforts, regulatory investigations, and scientific research
projects.
ACADEMIC BACKGROUND
Degree in Marine Affairs - University of Miami, FI 1995
Currently Enrolled - University of Florida, Florida's
College of Engineering's FEEDS program for the State
Certification in Environmental Policy and
Management.
ARCVIEW GIS and Remote Sensing - Florida
International
PROFESSIONAL CERTIFICATION &.
AFFIUATIONS
.
Project Management Institute Training
Project Management Professional Training
SFWMD Project Management Training
Treatment Wetland Short Course (Kadlec &
Knight)
Technical Writing Training
ARCGIS 8.1 / ARCVIEW 3.2a Certification
UNIX
Radioactive Isotope Safety Training
(for in-vitro studies using P32)
Lab Safety Training and Instruction
Grasses and Sedges Identification
Coast Guard Seamanship Certification
Over 1000 hours of marine boat captaining
PADI Divemaster / Rescue Diver
NAUI Rescue Diver
NASDS Open Water Diver
R.5.M.A.5. Research Diving Certification
SFWMD Certified Airboat Pilot
SFWMD Defensive Driver Training
40-Hour HAZWOPER
.
.
.
.
.
.
.
.
Senior Environmental Scientist & Project Manager
Conceptual Plan for Achieving Long-term Water Quality Goals: Stormwater Treatment
Area and Downstream Field Support
South Florida Water Management District - Florida
Responsible for managing all aspects of the project including work plan development, GIS
mapping, staffing, staff training and orientation, sampling, data and statistical analysis, QA
analysis reporting, professional meetings, technical review and reporting. The project is designed
to analyze and interpret the performance within all the SFWMD's ST As. Closed water budgets
and phosphorus budgets are being calculated. An inventory of phosphorus storage
compartments is being created. A stage/volume relationship is being generated for each cell of
the STAs. The final goal of this project is to measure downstream impacts of adding clean water
to previously impacted areas in terms of nutrient flux and nutrient front recession or reduced rate
of expansion.
Senior Environmental Scientist & Project Manager
Evaluation of Full Scale Stormwater Treatment Area Enhancements: Hydraulic Tracer
Study for STA-1W, Cell 5 - South Florida Water Management District - Florida
Responsible for assisting with the formulation of the work plan, the deployment of the lithium
chloride tracer into the 22 inflow culverts of ST A-1 W, Cell 5b, programm ing and installing water
quality sampling network to ensure the reliable sample collection of over 1,350 lithium tracer
MSA Milian, Swain & Associates, Inc.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
DREW N. CAMPBELL
Manager Environmental Science
samples, training staff on the use, sample collection, and maintenance of the sampling system,
performing a QC review of the final report, and attending meetings with the SFWMD for project
coordination. STA-1W, Cell 5b is a full scale stormwater treatment area with an effective
treatment area of 2,293 ac. The project was intended to demonstrate and document the ability of
a limerock berm to improve the hydraulic distribution within Cell 5b and to establish concentration
and mass time series at each outflow culvert in order to characterize the inter-culvert variability of
the tracer mass distribution at each culvert given a steady flow of 670cfs.
Senior Environmental Scientist & Project Manager
Baseline Tracer Study: ST A-2, Cell3 - South Florida Water Management District - Florida
Responsible for assisting with the formulation of the work plan, the deployment of the lithium
chloride tracer into the 5 inflow culverts of ST A-2, Cell 3, programming and installing water quality
sampling network to ensure the reliable sample collection of over 600 lithium tracer samples,
training staff on the use, sample collection, and maintenance of the sampling system, performing
a QC review of the final report, and attending meetings with the SFWMD for project coordination.
This project employed the use of a lithium chloride tracer to provide baseline data for the
assessment of a limerock berm installation on the hydraulic characteristics of Cell 3 (2,200 ac.).
Senior Environmental Scientist & Project Manager
North Palm Beach County - Part 1 (CERP), Project Implementation Report Support
Services - South Florida Water Management District - Florida
Managed and participated as chief technical editor for many sections of the Project
Implementation Report. The Report overall is designed to improve stormwater treatment,
conveyance and management by recommending modifications to the existing C&SF Project.
This documentation, (environmental impact statement and feasibility study, combined) represents
the evaluation of implementing more than 6 management alternatives, made up of over 100
independent management measures, within in the 850 square mile North Palm Beach County -
Part 1 Project Area. Historical, existing and future conditions were summarized. Then each
alternative is evaluated for impacts to the following NEPA categories: water supply & demand,
environmental water reservations, bathymetry - Lake Worth Lagoon, air quality, land use, cultural
resources, transportation and utilities, contamination, aesthetics, climate, flood control, noise,
soils, topography, and recreation & tourism. Mr. Campbell also created the GIS database for the
project and maintains all geographic data for the project area.
Senior Environmental Scientist
GIS Database Construction and Utilization Riviera Beach CRA
Riviera Beach CRA - Riviera Beach, Florida
Responsible for generating a GIS (ARC/GIS 8.1) database representing data collected from 18
quantitative seagrass transects established in Lake Worth Lagoon. This database also included a
comprehensive and updated inventory of available federal, state, and county seagrass datasets.
Additional data sets included LADS nearshore bathymetry data (Broward), marine and
Intracoastal bathymetry and roughness, submerged lands ownership, Florida Inland Navigational
District datasets and imagery, NWI wetlands, Broward County wetland and mitigation area data,
local areas of particular concern, environmentally sensitive lands, contaminated sites, and
Environmental Resource Permitting (ERP) permitting data.
Environmental Scientist & Project Manager
STA-6 Nutrients Sediment Flux Experiment South Florida Water Management District'S
Ecological Technologies Division - Florida
Responsible for establishing an 18-mesocosm experiment to measure the effect of a dried
(dormant) periphyton mat on the soluble reactive phosphorus flux from reflooded ST A-6
sediments. Maintained the lead role on experimental design, sampling regime, reporting and
presenting its results.
MSA Milian, Swain & Associates, Inc.
.
.
I.
I.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
) ~~~~[;l [}{@@[}:(j
. ~~@@@@~~~ D~o
EDUCA nON:
BSCE, 1963, National University of Engineering, Lima, Peru
Civil Engineer, 1965, National University of Engineering, lima, Peru
PROFESSIONAL LICENSES:
Registered Professional Engineer in Florida and Peru
PROFESSIONAL ORGANIZA nONS:
American Society of Civil Engineers
CAREER EXPERIENCE:
Mr. Becerra has designed roadways and complex interchange and expressway systems since 1963. Since 1982, Guillermo Becerra
has served as BHA's Chief Highway Engineer. His responsibilities include the supervision of highway projects from their initial
concepts to the production of construction plans. He is active in the actual design process. He has completed the design of numerous
rural and urban directional interchanges and has achieved safe and efficient solutions to the ever-complicated interchange design. The
following is a sampling of his most recent work:
· FOOT (04) and Broward County, Fort Lauderdale-Hollywood International Airport Interchange. Guillermo improved the original
Design Criteria Package's complex three-level interchange by simplifying the design from three levels to a two-level interchange,
optimizing the geometric design, improving the operational characteristics, and by reducing construction cost and need for right of
way. The design-build project with PCl Constructors was completed ahead of schedule and one million dollars under budget. It
received ACEC's prestigious 2004 Honor Award for Engineering Excellence.
· FOOT (04), 1-95/Palm Beach International Airport Interchange. Guillermo was BHA's Project Manager and the chief geometric
design engineer. He made major improvements to the four-level interchange proposed in the PD&E Concept in every aspect of
the design; simplifying the interchange from four to three levels, improving traffic operations and optimizing the structural
configurations to yield an aesthetically pleasing system of roadways and bridges.
· FOOT (06), Master Plan for the Miami Intermodal Center (MIC)/Miami International Airport (MIA) Access Roadway System. The
challenge: modify a complicated master plan and provide direct access to the Miami Intermodal Center (MIC) and the Miami
International Airport (MIA) from existing and future expressways and arterials. Severe restrictions were imposed on the design by
the airport's glide path limitations and by its need to function uninterrupted 24 hours a day. Guillermo, as Project Manager and the
chief designer for this project, developed a solution with optimum operational characteristics that satisfied the project
stakeholders. His extensive coordination with other projects in the same area, such as the airport's Automated People Mover and
the planned realignment of Tri-Rail, played an important part in the successful completion of the project. He also developed the
Preliminary Design for the lnterconnector Roadway between SR-836 and SR-112 along the le Jeune Road Corridor, including the
SR-836/le Jeune Rd interchange, which is a critical component of the Master Plan. Guillermo oversaw the development of
individual design packages that were used by seven final design consultants.
· FOOT (06), SR-826/Miller Drive, Bird Road and SR-874 Interchange. Guillermo Becerra revised the master plan and developed
system-wide improvements. He converted the master plan's three-level interchange at Bird Road to a two level facility that
embodied outstanding and sophisticated structural elements, resulting in substantial cost savings, including eight million dollars
from reduced right of way acquisition costs.
· FOOT (04) 1-95/1-595 Interchange - this 4-level interchange included the relocation of a section of CSX Railroad as well as
relocation of a portion of 1-95. The design was obligated to satisfy a 3-dimensional envelope of constraints imposed by the airport;
the plans were developed to take account of several railroad lines directly abutting 1-95 and a major navigable waterway that
crosses directly north of the interchange.
· FDOT (D4) 1-75/1-595 Interchange - this interchange connects three of the most important transportation facilities in Broward
County: 1-75, 1-595, and the Sawgrass Expressway. The multi-level, fully directional interchange has 70 MPH design speed ramp
connections and is the largest interchange in the state of Florida.
Other major designs by Guillermo include: 1-95/Davie Boulevard Interchange in Broward County, Master Plan for the rehabilitation of
the Golden Glades Interchange and NE 192nd StreeUA 1 A Interchange, in Dade County; Sawgrass Expressway Section I and Panthers
Arena Interchange, in Broward County; 1-110 Downtown Distributor Interchange in Pensacola, Escambia County; several sections of
1-75 and 1-95 HOV; numerous other interchanges and expressways in Florida and elsewhere.
Guillermo has worked on PD&E projects, and preliminary and final design of highways and interchanges of all categories for the states
of louisiana, Tennessee, Georgia, North Carolina, South Carolina, and New York. His international exposure includes PD&E and final
design projects in Taiwan, Peru and EI Salvador.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~ m[l@~~~~ ~l}{)
~ ~@@(Q@~m~ D~D
~
.. . ... . .: !
ammli~",lj1.0ji
EDUCA TlON:
B.S.C.E., Newark College of Engineering, 1973
PROFESSIONAL LICENSES:
Registered Professional Engineer in Florida and New Jersey
PROFESSIONAL ORGANIZA TlONS:
American Society of Civil Engineers
American Segmental Bridge Institute
American Concrete Institute
PrecasUPrestressed Concrete Institute
CAREER EXPERIENCE:
Since 1973 Mr. Sanchez has served as a valuable member of the structural team, responsible for project management from
conceptual design development through final design plans and overall project guidance of major bridges and interchanges.
As the structural team leader, BHA has accomplished the designs of the interchanges and connections to the three major
international South Florida airports. His strengths and expertise are in concrete segmental, steel plate girders, steel boxes
and AASHTO beams bridge design.
Design and Structural Plans Review:
. NW. 25th Street Viaduct, Miami-Dade County (FOOT District 6)
Lead Reviewer for the 30 % Structural Concept and structural plans. The project is located on NW 25th Street between
the Miami International Airport (MIA) and 89th Avenue.
. S.R. 826/ S.R. 836 Interchange, Miami-Dade County (FOOT District 6)
Lead Reviewer of the Design and Structural Plans ( 30% and 60%Submittal) of six (6) Segmental Bridges and Temporary
Sheet Piling for the FOOT District 6.
. NW, 72nd Avenue Bridge, Miami-Dade County, Florida (Miami-Dade County Public Works)
Responsible for the review of the design and structural plans prepared by another company and updated to the latest
Code and Standards, on behalf of the Miami-Dade County Public Works.
. Sunrise Boulevard Over S.R. 7, FOOT District 4
Responsible for the Peer Review of the plans and design of a three (3) spans continuous steel plate girders bridge, which
included an integral pier cap for the FOOT District 4.
. L.R. 795 Over Penrose Avenue, Philadelphia County, Pennsylvania
Responsible for the design review of a three (3)-cell concrete segmental box girder bridge in Pennsylvania. BHA
performed an independent detailed study through all construction stages and final structural system under the effects of
Deal Load and Post-Tensioning, Creep, Shrinkage and Steel Relaxation as well as (LL+ I) and temperature.
Selected project experience as Chief Structural Engineer and structural team leader includes:
I
!.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
, ~~~~~ [}{@g[}:j]
,
~ ~~[1i\~~ O~O
Manuel R. Sanchez, P.E
Page 2
Williams Island VehicularlPedestrian Bridge, Miami.Dade County, Florida
This is a VehicularlPedestrian Bridge connecting the two main Islands. The structure consists of AASHTO Beams with a
cast-in-place deck and a canopy. Mr. Sanchez was the Project Engineer and designer of the substructure.
Pedestrian Bridge over 1.95 at NW 65 Street, Miami.Dade County, Florida
The structure is composed of two continuous single steel box girder spans over Interstate 1-95 and cast in place approach
spans. Mr. Sanchez was the designer of the steel box girder and he also participated in the design of the
substructure.
S.R. 934 (Hialeah Expressway) - Miami.Dade County, Florida .FDOT District VI (Steel Plate Girders)
Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans
This project consisted of the widening of the simple supported steel plate girders bridges (slightly curved and on tangent
with six spans each @ 125') at S.R. 934 Over the FEC Railroad Crossing at W. 5th Way and the replacement of the existing
S.R. 934 Bridge Over the Miami Canal & S.R. 25 with simple and continuous steel plate girders straight spans. Mr.
Sanchez was in charge of the BDR and his final design activities were the following:
a. Retrofit design and checking of the existing Integral Steel Pier Caps at S.R. 934 Over the FEC Railroad Crossing at W.
5th Way. Vertical clearance constrains and the higher loads over the existing steel frame require strengthening of the
steel pier-cap and the foundation. The steel pier-cap is strengthened using external post-tensioning to increase the
positive moment capacity. Also he performed the Quality Control of the design for the new steel plate girders.
b. Quality Assurance Review of all the structural plans for the new structure at S.R. 934 Over the Miami Canal & S.R. 25.
S.R. 826 (Palmetto Expressway) Section 2 - FOOT District VI (Steel Box Girders and Plate girders Curved and
Straight) and Pedestrian Bridge Over S.R. 826 - Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans
This project has six steel box girders and four steel plate girders bridges (4,312 linear feet of steel box girders and steel
plate girders with continuous and simply supported spans, maximum span of 262'-6", curved and on tangent) with four (4)
Integral Steel Pier Caps. This project is 100 % completed and ready to be submitted for final review. Mr. Sanchez was in
charge of the BDR and his final design activities were the following:
a. Design and Plans Supervision.
b. Supervised the use of the BSDI Program for the curved one lane steel box girders Bridge No.3 (Two Units: Unit NO.1 =
709' and Unit NO.2 = 790', maximum span 229'). The BSDI Program is a 3 dimensional, finite element program that
accounts for all major stresses including torsion and warping.
c. Performed Load Rating of several structures by the LRFR Method. This project was designed by the LFD Method but
the Department requested to perform the rating by the LRFR Method.
d. Quality Assurance Review of all the design & structural plans with the help of the Project Engineer.
Westbound Gandy Bridge, Pinellas/Hillsborough County, FL - FOOT District VII
(Segmental Bulb-Tee with Drop.ln-Beams longitudinally post-tensioned)
This high level fixed bridge over the ICWW in Tampa is 14,000 feet long. The navigable main unit consists of three
continuous spans 144'-234. 5'-144' of five segmental bulb-T girders with special haunched sections at the supports. The
approach spans consisted of two alternates, Florida bulb-T and AASHTO Types IV and VI beams, with the bulb-T option
selected based on low bid. The bridge is founded on drilled shafts designed to sustain ship impact forces of 2,400 kips. Mr.
Sanchez supervised the design of the navigable main unit superstructure including Quality Assurance Review of
the design and plans. Also, he performed a Quality Assurance Design Review of the substructure subjected to
ship impact.
.
.
'.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~[@~~~~ ~[}(J
,
~(Q) &~~~~ O~O
EDUCA nON:
Ph.D. in Civil Engineering, University of Miami, 1988
M.S. in Civil Engineering, University of Alabama, 1983
B.S. Civil Engineering, University of Alabama, 1981
PROFESSIONAL LICENSES:
Registered Professional Engineer in Florida
PROFESSIONAL ORGANIZA TIONS:
American Society of Civil Engineers
American Segmental Bridge Institute
CAREER EXPERIENCE:
Dr. Sadough possesses 18 years of experience in structural design; she has been a member of the Structural Department
since 1988. Dr. Sadough is experienced in both preliminary and final design of a variety of minor bridges and structures
utilizing precast segmental and structural steel (Steel Plate Girders and Steel Box Girders). Dr. Sadough is a participant and
reviewer in the AASHTO T-10 Committee of the latest upcoming changes to the Code. Selected bridge designs Dr. Sadough
has been involved include:
Pedestrian Bridge Over S.R. 826 and S.R. 826 (Palmetto Expressway) Section 2 Interchanges- Miami-Dade
County, Florida .FOOT District VI
This project has six steel box girders and four steel plate girders bridges (4,312 linear feet of steel box girders and steel
plate girders with continuous and simply supported spans, maximum span = 262'-6", curved and on tangent) with four (4)
Integral Steel Pier Caps. Dr. Soheila was the Project Engineer and she participated in the BDR super and
substructure design and her final design activities were the following:
a. Steel Box Girder Design for the curved one lane steel box girders Bridge NO.3 (Two Units: Unit NO.1 = 709' and Unit
NO.2 = 790', maximum span 229'). She also designed the Integral Pier Caps, Permanent Exterior Cross Frames, End
Bents and Typical Piers Diaphragms.
b. Steel design of two (2) Steel Box Girders bridges, one (1) Steel Plate Girder Bridge and one (1) Steel Box Girder
Pedestrian Bridge.
c. Review the Load Rating of several structures by the LRFR Method. This project was designed by the LFD
Method but the Department requested to perform the rating by the LRFR Method.
S.R. 934 (Hialeah Expressway) - Miami-Dade County, Florida -FDOT District VI
This project consisted of the widening of the simple supported steel plate girders bridges (slightly curved and on tangent
with six spans each @ 125') at S.R. 934 Over the FEC Railroad Crossing at W. 5th Way and the replacement of the existing
S.R. 934 Bridge Over the Miami Canal & S.R. 25 with simple and continuous steel plate girders straight spans. Dr.
Sadough was the Project Engineer for the bridges and she participated in the BDR superstructure design and her
final design activities were the following:
a. Participated in the Retrofit design and checking of the existing Integral Steel Pier Caps at S.R. 934 Over the FEC
Railroad Crossing at W. 5th Way. Vertical clearance constrains and the higher loads over the existing steel frame
require strengthening of the steel pier-cap and the foundation.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. ~~~~~ ~[}{]
~&~~~~ O~O
Soheila Sadough, PhO., P.E
Page 2
b. Responsible for checking all the steel shop drawings, RFl's and construction related issues.
S.R. 80 Over S.R. 7, Palm Beach County, Florida - FDOT District VII
This is a three (3) spans continuous steel plate girders bridge (39 m - 60 m - 39 m, out-to-out = 35.150 m). Dr. Sadough
was in charge of the BDR and she participated in the Steel Plate Girders final Design, Field Splices and
Miscellaneous Details. She also checked the framed multi - columns piers including the foundation on
prestressed concrete piles.
Benoist Farms Road Over C-51 Canal, Palm Beach County, Florida - FDOT District IV
This is five (5) spans AASHTO Type II Modified Prestressed Beams Bridge built in stages. Project Engineer and designer
of the pile bents in phases. Also Dr. Sadough was in charge of the BDR and 30 % Bridge Plans.
Sawgrass Expressway 1 National Car Rental Center (NCRC) Interchange - Broward County, Florida
The structure is a three span twin steel box girder system 525 feet in length, curved & on tangent and 40 feet wide. To
establish the lowest bridge profile to accommodate a touchdown far enough in advance of the toll plaza, a single pier
substructure was provided and cantilevered the twin steel box girders by the use of a cross girder of the same depth
(Integral Pier Cap). Dr. Sadough performed the following design activities:
a. Pot Bearing Design and Jacking of the superstructure.
b. Checked the Load Rating of the Bridge.
Westbound Gandy Bridge, Pinellas/Hillsborough County - FDOT District VII
(Segmental Bulb-Tee with Drop-In-Beams longitudinally post-tensioned)
This high level fixed bridge over the ICWW in Tampa is 14,000 feet long. The navigable main unit consists of three
continuous spans 144'-234. 5'-144' of five segmental bulb-T girders with special haunched sections at the supports. The
approach spans consisted of two alternates, Florida bulb-T and AASHTO Types IV and VI beams, with the bulb-T option
selected based on low bid. The bridge is founded on drilled shafts designed to sustain ship impact forces of 2,400 kips. Dr.
Sadough designed the end bents and Low & Medium - Level and High Level Piers subjected to ship impact. Also,
she participated in the Quality Control of the design of the longitudinally post-tensioned Bulb.T Beams of the
navigable main unit..
1-951 Palm Beach International Airport Interchange, Palm Beach County, Florida - FDOT District IV
Precast Segmental
Dr. Sadough was the Project Engineer responsible for all structural design aspects of this new three level
interchange which has fourteen bridges totaling 5 km in length, including eight concrete precast segmental bridges (4.5 km)
and six steel plate girder bridges (0.5 km); and Load Rating of all Segmental Bridges. The segmental portion of the project
consists of curved precast segmental concrete box girders with a maximum curvature radius of 114 m. Single box cells
carry one and two lanes of traffic with superelevations as high as ten percent. The spans vary from 35 to 72 m and the
typical segment is 3 m long. The longest ramp bridge is 1005 m in length.
a. Participated with the chief structural engineer in the Bridge Development Report and 30% Preliminary Plans for the
entire interchange.
b. Design of the longitudinal analysis using the BD2-Time Dependant Program and also in the transverse analysis of all
the ramps.
c. Performed / Checked the load rating of several bridges by the LRFR Method.
d. Responsible for the checking of all the steel shop drawings, RFl's and construction related issues.
S.R. 826 (Palmetto Expressway) Section 2 -Miami-Dade County, FL - FOOT District VI
Dr. Sadough checked the design of the L- Shape portions of the foundation for the 3,190' Sound Barrier. She also checked
the design and plans of the Temporary Sheet Piling for 13 Phases of MOT.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
, m(@~~~~ ~[i{]
~~~~~~ D~D
EDVCA nON:
B.S.C.E., University of Miami, 1980
PROFESSIONAL LICENSES:
Registered Professional Engineer in Florida
PROFESSIONAL ORGANIZA TIONS:
American Segmental Bridge Institute
CAREER EXPERIENCE:
Mr. Amaya has been a member of the structural department of Beiswenger, Hoch and Associates since 1981. Since that
time he has served as a valuable member of the design team on numerous minor structures and major bridge assignments
utilizing precast segmental and structural steel (Steel Plate Girders and Steel Box Girders).
His design experience at BHA includes the design and checking of Steel "I" and Box Girder structures, in projects such
as:
. Pedestrian Bridge /1-95 at NW 65 Street, Miami-Dade County, Florida.
The structure is composed of two continuous single steel box girder spans over Interstate 1-95 and cast in place
approach spans. Mr. Amaya participated in the Steel Box Girder Design and Helix of the Pedestrian Ramp,
. S.R. 826 (Palmetto Expressway) Section 2 - FDOT District VI (Steel Box Girders Curved and Straight)
This project has six steel box girders and four steel plate girders bridges (4,312 linear feet of steel box girders and
steel plate girders with continuous and simply supported spans, maximum span of 262'-6", curved and on tangent) with
four (4) Integral Steel Pier Caps. Mr. Amaya participated in the BDR super and substructure design and in the
Quality Assurance Review of the Steel Box Girders Design and Contract Plans with the Project Engineer and
the Chief Structural Engineer.
. 1-951 1-595 Interchange, Broward County, Florida - FOOT District IV -(Steel Box Girders Curved and Straight)
This complex, fully directional four level interchange with maximum spans of 100 feet to 205 feet consists of nine
bridqes totaling 12,352 feet in length and included both concrete segmental and steel box girder design alternatives
(Steel boxes alternative was the low bidder). This project had the first single cell steel box girder bridge in the State of
Florida. Mr. Amaya designed the Steel Box Girders for six (6) bridges using the BSDI Program a 3 dimensional,
finite element program that accounts for all major stresses including torsion and warping. He also checked all
the superstructure deck pouring sequence of the referenced structures.
. Skyway Bridge Replacement, Steel I Girder Alternate, Tampa -FDOT District VII
BHA was a member of the team that designed the high-level steel alternative replacement for the 1-275 Bridge over
Tampa Bay. BHA served in an advisory and review capacity for the design of the 1 ,200-foot cable-stayed main span
and had the lead responsibility for the design of 6,320 feet of long-span high-level approaches. Mr. Amaya
participated in the design of the steel plate girders and the superstructure.
. Route 1 Over the James River, Steel Box Girder Alternate, Richmond, Virginia
This is a waterway crossing bridge; haunched steel box girders; 2 bridges @ 3,759' long; 110' high and 285' span. Mr.
.
.
.
.
.
'.
.
.
.
.
.'
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
m[@~~~~ OOQ@[g]
~&~~~~ D~o
Raul Amaya, P.E
Page 2
Amaya participated in the design of the steel box girders and superstructure.
Continuous Bulb-Tee Concrete Beams longitudinally post-tensioned and Continuous Concrete segmental box
girder projects in which Mr. Amaya has participated:
. 1-275, Howard Frankland Bridge Over the Tampa Bay, Florida - FOOT District VII
(Continuous Bulb-Tee Concrete Beams longitudinally post-tensioned)
The Howard Frankland Bridge carries 1-275 over Tampa Bay and connects the cities of Tampa and St. Petersburg. The
overall length of the bridge is 15,873 feet, with a vertical clearance of 45 feet. The bridge consists of 111 spans; all
143 feet long (Typical Unit consist of four continuous spans at 143'). The substructure consists of pile-supported
footings with hammer head T piers provided at the high-level portions of the bridge. The channel piers are designed to
resist ship impact loads of 2,000 kips. Mr. Amaya participated in the Quality Control of the design of the
Continuous Bulb-Tee Concrete Beams of the low and high-level approaches. Also he participated in the BDR,
30 % Bridge Plans of the Super and substructure design.
. Structure "A", Pinellas County, Florida - FOOT District VII
(Continuous Bulb-Tee Concrete Beams longitudinally post-tensioned)
In one of the alternates the central span unit has been developed using bulb-tee beams, with special haunched sections
at the supports. The beams were pretensioned in the casting yard and after erected, continuity was established by placing
the closure pours. Alternate AC is composed of 22-simple FBT-72 (108' Approach Spans) with 3-Continuous Concrete
Drop-In 141'-176'-141' longitudinally post-tensioned. Mr. Amaya participated in the longitudinal design analysis of
the FBT.72. He also participated in the construction assistance of the pile driven of the chosen alternate.
. 1-75/1-595 Interchange, Phase 2, Broward County, Florida - FOOT District IV (Precast Segmental)
This multi-level, fully directional Interchange includes 14 major (Phases I & II) segmental box girders structures. Phase
II has three, twin-box girder bridges (Overall length 1,216 ft.) and two single box girder bridges (Overall length 3,612
ft.); Mr. Amaya participated in the longitudinal analysis of the Phase II Segmental Bridges including the
checking of the transverse deck analysis.
. Port of Miami Bridge, Miami- Dade County, Florida - FOOT District VI (Precast Segmental)
This high level fixed structure consists of twin bridges 2,522 feet in length with fifteen spans of concrete segmental box
girders and seven piers designed to withstand ship impact loading equivalent to a static load of 1,500 kips. Mr. Amaya
designed the superstructure of this segmental twin bridge; he also reviewed the shop drawing of the erection
equipment, construction sequence, stress analysis, casting curve and geometry.
. Ft. Lauderdale/Hollywood Inter. Airport Interchange, Broward County, FOOT District IV (Precast Segmental)
This is a two level fully directional Interchange that provides access to and from the airport between US 1 and 1-595.
This project consists of six (6) precast seqmental bridqes totaling 4,035 linear ft.
. 1-95/ Palm Beach International Airport Interchange, Palm Beach County, FOOT District IV (Precast Segmental)
This is a three (3) level directional interchange. It connects 1-95 with the Palm Beach International Airport. It has
fourteen bridges totaling 14,238 linear ft., 8 curved concrete seqmental bridqes erected by the balanced cantilever
method and 6 steel plate girders bridges. . The segmental bridges consisted of 1,388 precast and 71 cast-in-place
segments.
For the above projects Mr. Amaya was in charge of all the REBAR production drawings. Each segment was
detailed with all the reinforcing and embedded items. Mr. Amaya was responsible for the integrated 3-D color
drawings of the Pier, Abutment and Expansion Segments including anchorage blocks.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
\ ~[@~~~ ~[}:(J
~~~~~~ D~o
EDUCA nON:
M.S. Civil Engineering, Wayne State University, 1968
B.S. Civil Engineering, Sardar Patel University, 1966
PROFESSIONAL LICENSES:
Registered Professional Engineer in Florida and New York
PROFESSIONAL ORGANIZA nONS:
American Society of Civil Engineers
CAREER EXPERIENCE:
Mr. Dagly has been a member of the BHA structural engineering department since 1985. He has over 38 years of
structural design experience related to minor bridges and structures utilizing precast segmental and structural steel (Steel
Plate Girders and Steel Box Girders) and mass transit structures. Projects on which he played a major role in structural
design include:
Pedestrian Bridge Over NW 62 Street & Okeechobee Road
New ramps connecting to existing pedestrian bridge. Main ramps consists of Florida double Tee and cast in place deck.
Mr. Dagly was the Project Engineers and designer of the substructure.
1.95 Davie Boulevard Interchange, Broward County, Florida - FOOT District IV
(Steel Box Girders Curved and Straight)
This two level diamond interchange built in three phases consists of five steel box girder bridges totaling 2,340 feet in
length with spans from 100 to 264 feet and widths from 27 to 140 feet. Mr. Dagly provided post design support
services including review of shop drawings of 5 Steel Box Girder Bridges and construction engineering
assistance.
1.95/ S.R. 84 Interchange, Broward County, Florida - FOOT District IV
(Steel Box Girders Curved and Straight)
First Split Diamond Interchange in the State of Florida. The 8 bridges in the S.R. 84 Interchange were designed in steel box
girders (for longer spans) and AASHTO prestressed concrete girders (for shorter spans) totaling 4,160 linear feet. Mr.
Dagly checked the design of the steel box girders of Ramp Hand I.Two box ramps (Five spans continuous with
maximum span of 133'.7") connecting the main S.R. 84 Eastbound Bridge.
1.95/1.595 Interchange, Broward County, Florida - FOOT District IV
(Steel Box Girders Curved and Straight)
This complex, fully directional four level interchange with maximum spans of 100 feet to 205 feet consists of nine bridqes
totaling 12,352 feet in length and included both concrete segmental and steel box girder design alternatives (Steel boxes
alternative was the low bidder). This project had the first single cell steel box girder bridge in the State of Florida. Mr.
Dagly participated in the design of Substructure (piers and end bents) for the steel alternate. Also he checked the
design of the steel boxes for three (3) bridges.
I .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
m~w~~~ [}{@g[}:G
~, ~&~~~~ Q~o
Dinesh N. Dagly, P.E
Page 2
SR 25/ Okeechobee Road Depressed Roadway, Miami-Dade County, Florida - FDOT District VI
Developed two concepts utilizing Slurry Wall and Steel Sheet piling with ground anchors for the preliminary Engineering
Report. Designer of temporary ground wall support system for the depressed roadway under the existing Miami Metrorail
and S.R. 934 Hialeah Expressway at SR 25.
S.R. 25/ Okeechobee Road widening, Miami-Dade County, FDOT District VI- 2003
Designer of 5,236 linear feet of bulkhead/planter and bulkhead wall. Also Designer of several Mast Arms structures.
Mr. Dagly was also responsible for the plans production.
US 27/ Moore Haven Bridge, Glades County, Florida - FDOT District I
(Segmental Bulb-Tee with drop-in-beams in the Navigation and Flanking spans)
The U.S. 27 Moore Haven Bridge over Caloosahatchee Canal is a high level, fixed structure 2,276'-0" long with a vertical
clearance of 55 feet and opens the waterway to its full 300 feet width without a fender system. In the original design by BHA
the navigation and flanking spans (3 spans continuous: 210' - 320' - 210') were developed using steel haunched plate
girders. The project was value engineered using segmental Bulb-Tee with drop-in-beams in the Navigation and Flanking
spans breaking U.S. records. Mr. Dagly performed Concept to Final Construction Plans: checked pier design,
reviewed the longitudinal analysis of the proposed concept, reviewed shop drawings, reviewed the superstructure
and substructure design and provided construction support services.
Ft. Lauderdale-Hollywood International Airport, Broward County, Florida - FDOT District IV
(Precast Segmental)
This is a two level fully directional Interchange that provides access to and from the airport between US 1 and 1-595. This
project consists of six (6) precast seqmental bridqes totaling 4,035 linear ft. and five precast prestressed girders bridges.
Mr. Dagly participated in the design of the superstructure (Longitudinal and transverse analysis), review of shop
drawings, review of construction and deconstruction of the existing segmental bridges and performed post design
services including resolution of Request For Information (RFI) and preparation of the As-Built Plans.
District Bridge Design Services, Broward County, Florida - District IV
This project consisted of assisting FOOT District 4 in miscellaneous bridge engineering services. These services included
design of minor bridges, review and quality assurance/quality control of minor bridges designed by others and review of
Value Engineering (V.E.C.P.) proposals and changes requested by the Contractor. Mr. Dagly participated in the design
and review of AASHTO Prestressed Beams for several structures.
Bridge Inspection Program, West Virginia Department of Transportation
Mr. Dagly performed the Bridge Load Rating of several existing Steel Truss Bridges.
SR 826 at NW 36TH Street Interchange, Miami -Dade County, Florida - District VI
Designer of Pile / Panel systems for the End Bent system for the S.R. 826 over Dressel's Dairy Canal Bridge. Mr. Dagly
also performed the Load Rating of four (4) bridges.
Miami Metrorail System - Kaiser Transit Group, Miami-Dade County, Florida
Prior to 1985, Mr. Dagly participated in final design and construction support services for Miami Metrorail for a
period of 6 years with Kaiser Transit Group, Miami, Florida. Preliminary and final design of various structural
components including guideway line sections, design and final development of shop drawings of cableway, cableway
supports systems for system wide, miscellaneous system wide structural components.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
, m~~~~ [X@@G{j
~~~~m~ O~O
EOVCA TlON:
BS, Civil Engineering, Ohio University, 1954
PROFESSIONAL LICENSES:
Registered Professional Engineer in Florida
PROFESSIONAL ORGANIZA TlONS:
American Society of Civil Engineers, Lifetime Member
American Underground Construction Association
CERTlFICA TlONS:
ABSI Grouting Certification
CAREER EXPERIENCE:
Mr. Perez joined the structural engineering staff of Beiswenger, Hoch and Associates (BHA) in February 1987. He has over 51
years of bridge design, construction and inspection experience. He was the Segmental Specialist on the Port of Miami high-
level bridge project. He also served as the project manager and author of "Inspection and Maintenance Manual" for precast
segmental bridges, which was prepared for the Florida Department of Transportation.
He served as liaison with the Florida Department of Transportation during construction of the 1-75/1-595 Interchange, which
consisted of fourteen (14) precast concrete segmental bridges. Duties included review of erection procedures and contractor
Casting Manual.
Selected bridge designs Mr. Perez has been involved include:
· Pedestrian Bridge I Dressel Dairy's Canal, Miami-Dade County, Florida.
The structure is a steel tubular truss bridge with a cast-in-place deck and concrete approach ramps meeting ADA
requirements. This structure connects the U.S. Southern Command Headquarters with the Federal Reserve Miami.
Mr. Perez was the Project Engineer and designer of the substructure.
· Pedestrian Bridge I Okeechobee Road
New ramps connecting to existing pedestrian bridge. Main ramps consists of Florida Double Tee and cast in place
deck. Mr. Perez participated in the superstructure design and in the checking of the substructure design.
· S.R. 934 (Hialeah Expressway) - FDOT District VI (Steel Plate Girders)
Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans
This project consisted of the widening of the simple supported steel plate girders bridges (slightly curved and on
tangent with six spans each @ 125') at S.R. 934 Over the FEC Railroad Crossing at W. 5th Way. Due to vertical
clearance constrains and higher loads, the existing steel frame pier-cap and the foundation required strengthening.
The steel pier-cap is strengthened using external post-tensioning to increase the positive moment capacity. Mr. Perez
performed a complete constructibility review of the retrofit of the existing integral pier cap which included
access to the inside of the steel pier cap, equipment, safety of the workers due to the confined space and the
postensioning system.
.
.
.
.
.
.
.
.
.
.
.
.
.
I.
I .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I .
.
.
.
.
.
.
.
.
.
.
.
Delio Perez, P.E
Page 2
m[@~~~~ [i;{@@[iG
~
~~~~~~o
. 1-95/1-595 Interchange - FDOT District IV (Steel Box Girders Curved and Straight)
Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans
This complex, fully directional four level interchange with maximum spans of 100 feet to 205 feet consists of nine bridges
totaling 12,352 feet in length and included both concrete segmental and steel box girder design alternatives (Steel boxes
alternative was the low bidder). This project had the first single cell steel box girder bridge in the State of Florida. Mr.
Perez participated in the Design of the steel box girders of several structures including the field splice design
and miscellaneous structural items, such as cross frames, etc. Also Mr. Perez served as the DesignlField liaison
during construction of this very complex steel bridge interchange.
. S.R. 100 Over Intracoastal Bridge (Replacement of Flagler Beach Bridge), Flagler County - FDOT District V
(Segmental Bulb-Tee with Drop-In-Beams longitudinally post-tensioned)
Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans
This bridge provides an east-west connection between U.S. 1 and S.R. A 1A. This is a twin fixed high level structure
2,664 feet long, with a vertical clearance of 65 feet above mean high water at the Intracoatal Waterway. The
navigation and flanking spans (3 spans continuous: 161'-230'-161') have been developed using Segmental Bulb-Tees,
with special haunched sections at the supports. The approach spans consists of continuous Florida -Tees Beams. Mr.
Perez as Project Engineer performed the Quality Assurance Design Review of the superstructure and
substructure. Including the replacement of an existing bulkhead, He was also responsible for the checking of
the shop drawings and construction related issues.
. 1-951 Palm Beach International Airport Interchange, Palm Beach County, FDOT District IV (Precast Segmental)
Bridge Development Report (BDR), 30 % Bridge Plans and Final Plans
Mr. Perez participated in the design of the temporary sheet piles for this new three level interchange which has
fourteen bridges totaling 5 km in length, including eight concrete precast segmental bridges (4.5 km) and six steel
plate girder bridges (0.5 km). The segmental portion of the project consists of curved precast segmental concrete box
girders with a maximum curvature radius of 114 m. Single box cells carry one and two lanes of traffic with
superelevations as high as ten percent. The spans vary from 35 to 72 m and the typical segment is 3 m long. The
longest ramp bridge is 1005 m in length. Mr. Perez was responsible for the solution to construction-related
issues during the design and construction of the project and he was also responsible for designing all of the
expansion joints. He participated in the checking of shop drawings for the segmental portion of this project
including the casting curve.
. Ft. LauderdalelHollywood International Airport Interchange, Broward County, District IV (Precast Segmental)
Mr. Perez was involved in general design, with special focus on the design of concrete integrated piers for the
segmental bridges for this new two level interchange that has 12 bridges totaling 409,700 square feet, including six
precast concrete segmental bridges. The segmental portion of the project consists of single cell boxes erected using
the balanced cantilever method with ground mounted cranes. The spans vary from 120 ft to 220 ft Mr. Perez was
responsible for the solution to construction-related issues.
. SR25/0keechobee Road Widening, Hialeah, Florida - FDOT District VI (Depressed Roadway)
Senior Bridge Engineer - Preparation of the Design/Build Criteria Package for complex $ 35 Million Depressed Roadway
Project for FOOT District 6.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
T IERRA
RAJ KRISHNASAMY, P.E.
Principal Geotechnical Engineer
EDUCA TION
MS in Geotechnical Engineering, 1995
BS in Civil Engineering, 1987
Diploma/1984/Electronic Engineering
PROFESSIONAL ORGANIZATION AND REGISTRATION
Professional Engineer: Tennessee, 101902; Florida, 53567
Certified OSHA Supervisor
Certified Environmental Consultant
PROFESSIONAL EXPERIENCE
As a Principal Geotechnical Engineer for Tierra, Mr. Krishnasamy oversees the geotechnical engineering,
construction materials testing and drilling operations for central and south Florida. Prior to this, he was a
Project Manager for a $1.2 billion multimedia super corridor project that included universities, commercial
buildings, and residential roadways. He was also Principal Geotechnical Engineer for a $780 million elevated
highway, where he established Rock Founding Rationale for deep foundation systems. Mr. Krishnasamy was
also Principal Geotechnical Engineer for a $450 million highway that included land reclamation and soil
stabilization.
Mr. Krishnasamy has been involved in hundreds of projects of diversified complexity consisting of residential,
commercial, educational, and wastewater treatment facilities, sports arenas, landfills, roadways, airports and
land reclamation. He is an experienced Geotechnical Engineer focused on providing the client with a
consistently accurate, cost-effective quality product that is delivered on time and within budget. Mr.
Krishnasamy's daily involvement with the in-house and field operations of the construction and geotechnical
services departments provides him the hands-on experience and knowledge of current construction codes and
construction practices throughout the State of Florida.
KEY PROJECTS
Drainage Culvert Crossing on Biscayne Boulevard - City of Aventura, Florida
Yacht Club Way and Aventura Park Drainage Improvements - City of Aventura, Florida
Stonegate Subdivision Drainage Improvements - Homestead, Florida
Control Structure for Drainage Improvements, South County regional Park - Palm Beach County, Florida
Citywide Drainage Improvements - City of South Miami, Florida
Roadway and drainage Improvements, Miami Lake way and NW 64th Ave. - Miami Lakes, Florida
Biscayne Lake Gardens Drainage Improvements - City of Aventura, Florida
Proposed 48-inch Force Main at Sunny Isles Boulevard - Miami-Dade County, Florida
Drainage Improvements, North County Neighborhood Improvement Project - Broward County, Florida
Proposed Wet Retention Area at Clint Moore Road - Boca Raton, Florida
Drainage Improvements on Biscayne Boulevard - North Miami Beach, Florida
Drainage Improvements for Town of Palm Beach, Florida
Control Structure for Drainage Improvements - Old palm City, Martin County, Florida
Drainage Improvements for city of Boca Raton - Boca Raton, Florida
Drainage Improvements for Delray Beach - Delray Beach, Florida
Jupiter Water Treatment Plant - Jupiter, Florida
Lake Worth Corridor-Phase DlWatermain Improvements - Lake Worth, Florida
Parkland Golf & Country Club Drainage Improvements - Parkland, Florida
Atlantic Avenue/SW area Improvements - Delray Beach, Florida
Hood Road & Central Bvld. Watermain - Palm Beach Gardens, Florida
Old Palm Golf Club Water Distribution & Sanitary Sewer Collection - Palm Beach Gardens, Florida
Woody Waste Water Supply - West Palm Beach, Florida
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
T IERRA
Francois Thomas, P.E.
Assistant Project Manager
EDUCA TION
MS in Geotechnical Engineering, 1993
BS in Civil Engineering, 1991
PROFESSIONAL ORGANIZATION AND REGISTRATION
Professional Engineer: Alabama, 23416, Florida, 56381
Certified Masonry Inspector
Certified Troxler Operator
Radiation Safety Officer
PROFESSIONA L EXPERIENCE
Mr. Thomas has more than 15 years experience in Geotechnical and Construction Materials Services,
managing numerous projects involving subsurface investigation, laboratory testing programs and evaluating
construction activities throughout South Florida. Mr. Thomas has extensive experience in deep and shallow
foundation systems, soil stabilization methods, grouting, pavement sections evaluation. He has been involved
in construction/foundation installation for commercial, municipal, retail and school facilities, and has monitored
the construction of a large number of civil and structural designs involving earthwork, concrete, masonry and
asphalt operations.
KEY PROJECTS
Florida's Turnpike Widening from Atlantic Avenue to Lantana Toll Plaza, Palm Beach County, Florida
Okeechobee Boulevard Improvements from 1-95 to Tamarind Avenue, Palm Beach County, Florida.
Pratt-Whitney Road from Orange Avenue to Northlake Boulevard, Palm Beach County, Florida.
3R Improvement Project for State Road SR. A1A from North Sheridan Street to SR5/US1 in Broward
County, Florida.
3R Improvement Project for Blue Heron Boulevard from east of Dixie Highway to west of Avenue S in
Palm Beach County, Florida.
Widening of State Road SR 710 (Beeline Highway) from west of Military Trail to west of Congress Avenue.
Widening of State Road SR 710 (Beeline Highway) from west of Congress Avenue to Old Dixie Highway.
Improvement of Lone Pine Road in Palm Beach County, Florida.
Improvement of Bendross Road in Jupiter, Florida.
Preliminary study for the proposed Ocean Avenue Bridge over intracoastal waterway in Lantana, Florida.
Improvement of 16th and 17th Streets in Indian River County, Florida.
Drainage Culvert Crossing on Biscayne Boulevard - City of Aventura, Florida
Control Structure for Drainage Improvements, South County regional Park - Palm Beach County, Florida
Roadway and drainage Improvements, Miami Lake way and NW 64th Ave. - Miami Lakes, Florida
Proposed 48-inch Force Main at Sunny Isles Boulevard - Miami-Dade County, Florida
Drainage Improvements, North County Neighborhood Improvement Project - Broward County, Florida
Control Structure for Drainage Improvements - Old palm City, Martin County, Florida
Drainage Improvements for Delray Beach - Delray Beach, Florida
Jupiter Water Treatment Plant - Jupiter, Florida
Parkland Golf & Country Club Drainage Improvements - Parkland, Florida
Atlantic Avenue/SW Area Improvements - Delray Beach, Florida
Hood Road & Central Bvld. Watermain - Palm Beach Gardens, Florida
Woody Waste Water Supply - West Palm Beach, Florida
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
~l)N~~'
~ tlN(llN"""'N'l
N. MANOHARAN. Ph.D.
SENIOR SPECIALIST
Years of Experience: 10
Base Office: West Palm Beach, Florida
Academic Degrees and/or Credentials
1985 B. E. Civil Engineering, University of Madras,
India
1988 M. Tech. Geotechnical Engineering, IIT
Kharagpur, India
1996 Ph. D. Geotechnical Engineering, IIT Kharagpur,
India
Relevant Experience
Mr. Manoharan has more than ten years of experience
in providing geotechnical services to more than 100
projects of diversified complexity consisting of
transportation, residential, commercial and various
government agency projects. His experience includes
soil investigation, foundation designs, piling works,
ground improvement works, slope stability analysis,
MSE walls and earth works. He has also authored
several research publications.
Widen Turnpike Mainline from South of Atlantic
Boulevard to Palm Beach County Line, Broward
County, Florida
Geotechnical study including for bridges, roadway,
high embankments, retaining/sheetpile wall, sign
structures and pond are being performed to obtain
information on the existing subsurface conditions at
the site to assist in the design of the construction plans
for the proposed widening of Turnpike
(Reference: Mr. Brad Flom, P.E., HNTB Corporation,
407-805-0355)
Deck Replacement and Southbound Widening at
Hungryland Canal (C-18) Bridge, Palm Beach
County, Florida
Geotechnical study including for the southbound
widening of Turnpike bridge over Hungryland canal
(C-18) and roadway approaches are being performed
to obtain information on the existing subsurface
conditions at the site to assist in the design of the
construction plans for the proposed widening of
Turnpike.
(Reference: Mr. Luis Coasta, P.E., E.C. Driver,
561-392-9578)
Widen Turnpike Mainline from HEFT to Johnson
Street and Improvement of Hollywood
Interchange, Broward County, Florida
Geotechnical study including for roadway and high
embankments was perfonned to obtain information on
the existing subsurface conditions at the site to assist
in the design of the construction plans for the proposed
widening of Turnpike and improvement of Hollywood
Interchange.
(Reference: Mr. Ken Jackson, P.E., Kimley-Horn and
Associates, Inc., 561-845-0665)
Okeechobee Mainline Toll Plaza Express Lane
Additions, Miami-Dade County, Florida
This project is to add Sunpass Express Lanes on both
north and south bound directions of Florida's Turnpike
in Okeechobee Toll Plaza in Miami-Dade County,
Florida. Geotechnical study included for roadway, sign
structures, retaining wall and slope stability analyses.
The project length is about 2 miles.
(Reference: Mr. Joe Yarid, P.E., Metric Engineering,
407-644-1898)
New Bridge on NW 87th Avenue Over Miami
Canal, Miami-Dade County, Florida
Perforn1ed geotechnical study and provided shallow
and deep foundation recommendations for a new
bridge over Miami Canal.
(Reference: Mr. Israel Magrisso, P.E., R.J. Behar &
Company, Inc., 954-680-7771)
Widening of State Road 710 (Beeline Highway)
from Military Trail to West of Congress Avenue,
Palm Beach County, Florida
Performed geotechnical study for the widening of the
existing roadway, replacement of the existing bridge
over canal C-l 7, retaining walls and mast arm
structures.
(Reference: Mr. Burt Baldo, P.E., Kimley-Horn and
Associates, 305-670-9120)
.
I.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I .
I
I.
.
.
.~
;:,
.-g
::
.~
c:
.~
Ql
.~
Ql
.~
Cl
..e
II)
.'~
. C: 0
Ql ,
lI)<")
o
Ol,..:.
..go
~ ci
.c:<:
'- ()
~u.
.IJ.J ct
+oJ
+oJ
:!::::
E
l....
0)
0..
>,
E
l....
<(
0)
..c
+oJ
I.!-
o
+oJ
C
0)
E
t
CO
0..
0)
o
i
C=~
cq
::!':~
+oJ
+oJ
w
a..
>-
l-
I-
:E
0::
w
a..
E
l....
0)
0..
E
l....
0)
0..
E
l....
0)
0..
E
l....
0)
0..
co
l....
0)
C
0)
G
"0
l....
co
"0
C
co
+oJ
(f)
CJ)
CJ)
co
o
co
l....
0)
C
0)
G
"0
l....
co
"0
C
co
+oJ
(f)
co
l....
0)
C
0)
G
"0
l....
co
"0
C
co
+oJ
(f)
co
l....
0)
C
0)
G
"0
l....
co
"0
C
co
+oJ
(f)
I
---- -------~----------~------~------~------~------
~
ell
--
u
c::
ell
en
l(
en
c::
--
~
~
~
-
'a
C
rt
~
..
--
E
..
ell
Do.
...
o
..
~
--
...
>-
u
z
w
C)
<(
+-'
C
0)
E
0) I.!- I.!-
0> 0 0
CO +-' CJ) C CJ)
C CO) 00..
CO 0) U CJ) l....
~ E::; 0) .~ 8
l.... to I.!-E>,
"* ~~ ?EE
> 0)0::: SOl....
> 0- 0<(
co >, -S +-' 06 C CJ)
"0 C C ~ ..c .0 2
. C ...... 0) E\U CJ) +-' co
o oE iLCOCi)
LL+-,Oc~coC
..cuO)eco"OO)"O
"5 ~ "0 .> c .C ~ ~
o .CJ) co c co 0 0 C
(f)OOW~LLO:::>
o
~
S
LL
(f)
~
0:::
W
o
o
o
S
LL
LL
W
o
<(
(f)
:::>
CJ)
l....
0)
0)
C
0>
C
W
0)
u
.c
0)
(f)
CJ)
0)
.C
0)
..c
CJ)
LL
0)
C
'C
co
~
C
o
I.!- +-'
o u
+-'2
C 0
0) l....
Eo..
t-
co-S
o..C
0) 0)
o E
co C
"0 e
.C >
o C
LLW
co
C
o
:;:;
co
Z
(f)
LL
~
Z
0...
W
o
LL
...........................................
~:~ EV~ION
._ ~E
I M I : I I ' I S' 0 I I ~ ~o
.... .... .... a> a> a> a> a> a> a> a> a> a> '" """'1"'1"'1'" '" '" '" i'J I"""', "'I'" '" '" '" '" ",I", '" W Wi1wjW!W www.wININ'NINININNN NIN ~I~'~ ~ ~ ~ ~ ~
N ~ 0 <D CO.... a> '" '" W.N ~ 0 <DCO ....,a> '" '" W'N ~ ~ O'<Dlcoi.... a> "'I"'IW'N ~:O <D CO ....Ia> '" "',W,NI~:~IO'<D'CO.... a> '" ""w N~ 0 <D "".....en en ~ W N
"ll"ll en 3i:'en -n"ll -n 'Uleen;3i:len 0 0 0 0 0 o,o~-n O~"llI-nCllI-n'en -:=+en'OIO"ll'"ll+-+loIO 0 Jo .}-n'e:i~t.:k"ll 'Ul en~JJoienl!"ll-~o+~tml-nl"ll 0~:-1"ll1010 OC
> ;0 e:1"ll1e:I,Z';o Z e:1"ll e:lo 0 O.OIO,'.OO:Zlm;o.Z m'e:I.~Ie: m'ml;o ;0 0 m m Z m;;oIZII-II:E'.ml-ll~ e:i~Ie:lmIC ;o.'~.:m m'< m' m';o:~;o m ;0 ;0
Z ~ ~ ~ ~ ~ ~I~ ~ ~ ~ ~ ~,~I~i~;~,~.~,~I~~61~i~I~,liiliil~ ~ ~'liilliii~,~i~:~ E!"ll~E ~1 ~:~:~:liil~,~I~'Iii,~~~ 6 QI~ ~.~ ~ Iii ~ ~
~ ~ ~13:1~IN ~INj '.~I3:I~.~'I~ ~'~ ~!~!~:.N ~ ~IN. ;o1~i3::,:~,.5151~ ~ 2 5 51N ~:~'.NI.~I>'I'~i~ ~'I ~!3:;.~:.51-1i~'51~1~I;ol,01~ ~"I~ 51~ ~
om -n m10 m m m "lllm 0'-1 -I -I -I'-I'-I-Im :!:m,m ml"ll,m O'"ll'"llZ Z Z"ll"ll m 3:im,m"llz en1m'-"ll.m10'"ll ~me:"ll i-lim,;O:!: m"ll"ll"ll
,~ en Zi~IO > 0 > ,~~ olmlm m mlmlmlmi"ll,m<Dle: IS ~',~IOi-zl"ll'> > J>;I 01 "ll 0 mia>I~:;oen' <>I!!'~I~'Oio:E;o::! "ll1;g:mIS:g,m aJ;oolCo 1101110 110
~"ll > 0' 0 'I >I~ oi~lo UlI-l:mlZio-l m > ~IO' !>;o';o ~I ;0;0 Zlo,om -I I m> ~IO'O' "rl' ,>,m! IZ i en en
1~1~1~1~1~I'm~ ~,~ '~I~I~I:E ~:~I~ ~ ~1~i~:.~'~IS' ,~~i~li~I~!~~i~ ~I~'~I~ ~j~i~i~I~! !~ 6 t~R;~I~;~li~ ~,~~;om,5i~i~I~~~10~10~11~ ~
>-n"IRlm -I I =RmO"llI--I_-nO-l.m;o-<:5=IRm,'I~~15!-n1 3:wm;oIOen~, -1,;0 t=;o,m1m'Z0 OllOi iZio'om~ ,....,
I~ ~1~loOI~!~I~ ~I ~ii:l:~~ 8aJl~!~II~:gl~'1~8'~!8000 '~~,;oml~~l~zl~ ~I~:.'~ ~'~181'~1~0:~ '~i~ ~i~:~13J~15!~:~ol~ilii;olgl,~I~~i~I,~I~!~j
,en-IlO' 00-1 <D' -n '"ll I~ <,m mZ -n"'" '~-len,;o::!<lm'l ';o:E O!:E,-nI;oi>''''O' ,IZ<"llO' '<"ll~
,Ill ~,C;'~I~ ~~! ~I~I~,!~ '" !?j'>I~I'~~I~ ~ ;2'~:. .~ ~I~ ~ ~ !?j~:~:.~I~I~ ~'~ ;2 ~i.~l~ I,' '~I.O'~~!~I~i~l~ ~ -li~j..'~i~> ~1~.'51~:~~,
"ll ~Im ~Io 0 "lll< R 110 z;O;o Z - 2!! > z, ;0 0 < p 8 :E'>,>" i ~ ;OJ> m'ml .0 g!!iZen,::! en I> 0;0 Z z'~2!!lm 'j
I ~ ~ ~IR'~ g ~'o ~ genl~ ~:~ g ~igi ~ ~I a '" ;!,~I~:~ ~1.zl 18 ~I;l i:l I ~~;o g!!?l I~I~ i~I~'8Ien m,~~ ~ ~,
>2!! ;0 -I en 0, > 1~I"llOmm Z' Z~I 0 ,Ollz i:l'>1 ml 10~ en~mIO~ 1 '- ;o,~,m, -I~1~~1
~ g 1m ~ el' i:l ~ ~ > ~;2 ~,;o i:l e: ~ en ~ I~ ~ m el CilI~I~ ::! ~ E;"ll:~I~I~I!!!oj
~ ~ ~ ~ ~ ill ~I ~ Z ~ en! ~ S ~ ili'i:l Z ~ ~ I:E! ~ ~ ~ I ~~! ZI I ~ ~ ~ ~l
, < > "ll:E en ~ en ~ Z ~ -I ~. cg en 0 "ll ~ ~ ~ I en en ~ 15 "ll >;
~ ~ ~I m, ~I-I m en;o ~ ~i 'Z ~ ,e: :lZ~~i
en "j ;0 en 110 -I -I "j' > !i'l - aJ Z 3: '" :1>1'..
:!: m en;O:!:, Z z 0 ~ ~ m > ~~
m"ll -I -< ;1 m' m Z :l Z ~ m
~ ~ ~ ; ~I ;!! > > ~ -I m
-I 0 'z 0-< ' m
c! ~ e: ~
;0 m -I m
m "tl en
Ul >
e: ;0
3: -I
~ ~
;0 ~
-<
s:
)>
:;;0
r
-
z
m
z
G)
-
z
m
m
:;;0
-
Z
G)
..
-
Z
o
.
o
o
z
en
-I
;:0
c:
o
-I
o
Z
o
."
Z
o
~
:I:
[D
)>
-<
;:0
o
)>
o
."
."m
;:00
Om
s:~
en2:!
:E)>
.....z
""'[D
N;:o
z_
Oo
enG)
-1m
;:0)>
mz
~o
-1-1
00
en:E
:Ez
.....0
""'m
~z
:z:-I
enm
-1;:0
;:0."
m)>
m;:o
-I"
o
[D
en
m
;:0
~
-I
o
Z
o
m
o
"
)>
z
o
[D
o
-)>
;:0
o
~
,...
"
()
=i
-<
o
"Tl
;;0 en
"Tlc:
"Z
~Z
0-<
.....-
oen
wr
'm
~cn
lXI
m
)>
()
:I:
8 I
~
~
~
~ ~
~ b
'0 ;
f;:o
~ is!
~
f::l id
~ fO
r.z
H "I
~ ~
:8 '0
IC: ~-
'z [z
:'1 fJ
r,lj m
-;:0 ';:0
3: ~~
q
Ie) ;0
'0 g
I :~ 1;:0
I ,0 ~
.z
I ~ i~
I
I 0 '0
Z
I
, ,
,
! II
.i .I
l J
II
..1
.:il
, I
"I
I
I
)
1..11
II
.-
I
f
..1
..11
I
II
,I
I
:::::::~CDClO.....cncn~WN-.
3:- aJ.- aJO olen - en Z
m~m~'m'm!zle: ~ e:'o
Im::!'9 ::!191!!!1~ aJ ;2 aJ ::!
-I>,Z>'ZI~:- 3: m 3: 0
~ 1""0 "ll 'e:i~iZ'~ ~ 3: ~ m
-I ,m 'm,en'enenmO-l
~ O,;o'::!.o!e:io 0 Z > 0
o 3: '1-1 ;0 0 ~ -I -
s:!;o~ ~m < "ll'm 3: R ~
~2'en-<.iommom 0
z, mi~ -< ;ole: - "ll 0
~~ ~!~j ~~~>Ill
~o '>1 -IlOOZ'O
zz e:,' m"110
>:E ~ ,:EI> "ll'
~~ 0 Ci>
m~ ,z e:z
z, I -I
9g I g
z> ;0
Ill, Iii
;0>
I~
m
Z
o
m
en
"
;;0
o
c....
m
()
--I
en
()
:I:
m
o
c:
r
m
I
.
I
I!
I
I
I
I
.
.
.
:.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.~
::!
.g
.::.
IJ)
.~
e:
.~
CII
.e:
E:
CII
.~
~
..E
IJ)
..~
~~
.CII'
lI)C")
o
Ol'
e:"
.,_0
~ ci
CII:c:
.,!::O
~u.
.1J.JCl::
t-
~
o
v
Z
o
-
t-
V
::)
c:
t-
~
Z
o
v
...
~
o
t-
o
W
I-
<(
~
I-
en
W
W
C>
o
0::
aJ
W
..J
()
::I:
W
>
~I-
Z~
~U
o::z
WO
~-
wb
C::J
ZO::
<(I-
Wen
~z
-0
aJu
-
Z
<(
0::
I-
en
W
o
W
Q.
o
<(
o
0::
>-
<(
aJ
::I:
I-
0::
o
Z
+'
lIJ
o
U
ns
+'
o
I-
u.
en
""-
+'
lIJ
o
U
~
+'
..I:
Cl
'Q)
J:
-
~
-
..I:
+'
"0
3:
-
~
-
..I:
....
Cl
c:::
Q)
...J
en
:!:
w
!:::
N
o
I.{)
f"-
N
I.{).
N
f:FT
o I.{)
o C0
~ ~.
(j) (j)
I.{) ..-
f:FT f:FT
o
co
..-
f:FT
o ~
~ C0
f:FT f:FT
I.{) I.{)
~ C0
f"-
~
~
..-
~
I.{)
o
I.{)
N
o I.{)
C0 ~
C0 ..-
w
C)
e
0::
m
N
""-
0>
II
-
.e
OJ
en 'm
Q. Q)I
E :i .
. S2 enQ) Q)
ns .e"O Q) "0
0::: Q).-..l<:.
..I: > eni:i) en
(.) >,N__..-
ns u x ffi x
e ~ii?Eii?
Q. OJ~en~
Q. l......- Q) ..-
<( Q)E""O
.eQ).e
:: wo,o...o,
::::l l.... C l.... C
o OQ)OQ)
en LL---lLL---l
N
""-
t--
II
-
.e
OJ
om
I
N
--
~
..-
......
.e
OJ
lIJ 'm
Q.I
E .
nsN
0::: x
..I:{5
(.) co
ns Q)
o _
""'0
Q.I.{)
Q.N
<(.e
..1:-
t: OJ
o ~
Z---l
O~N~
Ol.{)(j)(j)
O. c.O f"-. C0
O~~N
~f"-~co
..- ...- f:FT
f:FTNf:FT
f:FT
co
-
o 0
~-
f:FT.D
:J
C/)
f"-
o
o
I.{)
'cf?
C0
'cf? ~
~ co
Q) ~
en u
co C
Q) .-
l.... l....
U Q)
c-
.- co
C 3: en
g G3 ...J
U > ...J
2 0 <(
- C 3:
~ .Q
0- e
o g Z
cb <(
CO en W
-e 5 C)
=> 0 e
0:::
m
l.... l....
o 0
LLLL
LO 0
N 0
I'- 0
C") 0
en LO
en LO
N tR-
tR-
~
...J ~
~ 3:
e e
<( <(
o 0
m 0:::
LO
o LO LO
CO CO N
CO C") N
~ I'- CO
CO CO CO
tR-tR-C")
tR-
I-
Z
w
:!:
~
Z
<(
m
:!:
w
C)
Z
i=
J:
C)
::i
...J
<(
I-
o
I-
m
:J
en
Z
o
~
S:2
!:::
:!:
...J
<(
I-
Z
w
:!:
Z
o
0:::
:>
Z
....!:!:!...
C")
C") LO ~
~ .q- 0
~ (0 .q-
.q- I'- LO
en I'- ~
~tR-
~
o
10
en ...J
C) <(
Z l-
i: g
0::: m
<( :J
:!: en
e
Z
<(
C)
Z
Z
C)
en
?f.
N
~
..I.
e::~
C(~
:e~
.q-
o
N
(0
.q-
N
(0
~
~
o
o
.q--
LO
tR-
.q- ~
tR- tR-
>-
u
Z
w
C)
Z
i=
Z
o
u
?f.
o
M
...J
<(
I-
o
l-
e
Z
<(
0:::
C)
I-
i .
! .
. ~
..
~
,.,
.. I::
I::
"
en
. '0
~
U
.
.
.
.
.
.
.
.
.
.
.
.
.
. ..
E
. E
::l
<n
~
. ::l
0
:I:
it:
. ..
en
ti
. 4l
0
~
.
.
.
.
.
.
.
.
. ~
tl
2
. ;;;
~
.=
. E
..
E
. E
..
>
0
Cl
. .e
~
..
. "
.~
..
en
. '"
I::
.;:
..
..
. I::
';;,
I::
W
.
.
.
----
~
" '"
0 0 0 0 0 0 N <Xl <D 0 '" 0
:I: 0 ~ 0 0 0 0 0 0 0 0 0 0 '" "'
~ ~ ~ ~ R <D ~ ~ 0 0 <D <Xl <Xl ... ... 0 ~
;;; '" "' N <D '" 00
15
I-
~
.c <:>
"
III
::
.c <:>
"
III
~
.c <:>
"
III
'"
.c <:>
"
III
.,
.c <:>
"
III
~ ....
.c <:>
" "
0 III
:I:
it:
..
u;
1;; ..
.. .c <:>
0' "
Q: III
...
.c <:>
"
III
..
.c <:>
"
III
.. 0 <:>
t:
.. 0 <:>
;= '" ..,
c
;;;
J 0 <:>
III
I:: <D ..
~ .... ....
i
<( ~ N <Xl <D 0 '" '"
0 0 0 <:>
:I: <D '" ~ 0 0 <D <Xl '"
III '" "' ~ N <D ..;
'"
c
C 'C 0 <:>
't: .. 0 0 0 0 ..,
.. 0 0 ~ N '" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N "'
.. c "' '" ~ OJ ... ... ~
~ c;, N ..;
C
W
I::
Q)
E
Q) "-
> e
"5 E ~ ~
> .. ~ 0
~ ~ "-
1) .= no "-
.. <1i I:: "
~ ~ <,! Iii l- I:: .. (/)
:0 ~ ~ ~ <( a:: Q)
" Q) Q) ~
~ "- ~ c: ~ u ,.,
5 :0. Q) 0 5 ;= ;;; ..
u c: '0 ~ 1:3 1:3 0 15 0
~ <( Q) c: Q) 2 ,g
~ E ~ ~ '" "- j!! j!! '0 I- "
~ ~ 'in ~ .c: (jj U ~ .c .c c: ~ 1;; Q)
Q) ~ Q) ~ ..
'" <1i c: <1i 0 c: u ~ Q) ~ u u a; .. U
.. .. "- ~ ~ '0
.. c: .. c: a:: 0 " (/) <1i c: Q; E <1i '0' '0
c: a:: Q) 0 ..
.. <( <( '" '" 5- Q) ~ "" c: a:: Q) Q) u: E u Q: Q;
::; ,., ,., Q) '0 ~ "- c: Q) <1i <( "- "- .. c u:
.. .. '" ~ !ii <( !!1. ~ " '" '" ~ .. 50 '" .c:
13 " " .. Q; c: c: :i ,., c: u ,.,
Q) '0 '0 c: ,., E w .c: '0 :E ~ '0 U Q) 0 Ci Q) Q)
i5 .. .. iii :;; no <1i '5 ~ 2 ro c: c: ~ 15 "- 15 ~
a: 0 0 is '5 0 c: (/) 0 (jj 0 '" '" ."l ."l " .c: .. Q) "
no no "- m u: ::; (/) ::; m .::; .::; (/) "- ::; {9 ..!!!....
~
~ 0 '" ... "' <0 .... OJ 0 ::: N ~ ;: "' ~ '" ... "' <0 .... OJ '" 0 ....
u Z ~ ~ ~ N N N N N N N '" N
<(
....
o
o
N
~
;:,
'0
Q)
'"
..
"-
Q)
1ii
~
w
5 ~
o ..
I E
:t= E
!!1. "
(/)(/)