09/12/08 RPA Meeting NotesKALISPELL CITY AIRPORT
Meeting Notes
September 12, 2008
RPA CONTRACT ITEMS:
Task Order #8 — Topographic and Control Survey —100% Complete
This Task Order was signed on July 31, 2007. RPA completed the items under this Task Order during the
period between late August and early October 2007. An invoice was submitted to the City on 12/18/0'kvhich
was paid.
Task Order #9 — Preliminary Engineering — Approx 95% Complete
This Task Order was signed onAugust 8, 2007. The work included was dependent on ire completion of Task
Order #8. The primary purpose of the task was to
- Establish Future Runway Position and Elevations;
- Establish New Apron Configuration;
- Establish Terminal Access Road Configuration;
- Project Administration and Coordination of Topograplic and Legal Land Survey.
These in turn provided information to more precisely evaluate the KGEZ towers and other airspace questions.
It will also provide a basis for an Airport Layout Plan revision.Approximately 80% has been invoiced and
received.
+ Future Airport Confr urg ation:
This preliminary engineering effort resulted in an Airport Layout Plan which Gary Gates commented on earlier
in the year. Revisions to the ALP have been made as a result of his comments There may be more
refinements in the Ashley Creek area.
+ KGEZ Towers:
Report submitted by Hatfield and Dawson in November 2007. The report essentially said the sites evaluated
would result in a facility that is not equal to or better than the existing site. As a result of thj1he Sponsor
embarked on another search for suitable sites. New sites are being evaluated by Hatfield and Dawson.
Task Order #10 — Legal Land Survey — Approx 80% Complete
This Task Order was also signed on August 8, 2007. Completion of this workwas dependent on the
completion of Task Order #8 andsubstantial completion of Task Order #9 resulting in an airport
configuration. The majority of this work has been completedand the result is reflected on the Exhibit A of the
Airport Layout Plan. This work will serve as abasis for land acquisitions Individual exhibits have been
generated for Fred's use in Land negotiations
Remaining items include
+ Certificate of Survey:
A Certificate of Survey with the new boundary line locations will be drafted and filed along v&any new
easements.
Page 1 of 4
+ Set New Property Monuments:
On completion of the land acquisition and agreed upon new property boundary lines. All pertinent monuments
will be set, as well as any new easements subject to and/or together witlthe new property.
+ Land Acquisition Assistance:
No formal contract has been setup with the City of Kalispell since Fred is coordinating with the appraisers and
performing the negotiations. However, RPA has been supporting these efforts on an as needed basi Slightly
over $6,000 has been accumulated is costs between June of 2007 and now. No invoicing to date. We would
like to invoice this at the end of the year andeventually roll this into a Task Order for Land Acquisition when
you get an AIP project underway.
+ KGEZ Tower Evaluations:
Surveying and initial evaluation of the existing towers against the proposed airport airspace has been included
in our Task Orders. However, we were requested to do some other work not included in our contractsuch as
coordination with Hatfield and Dawson, andevaluating other tower sites. Only about $2,000has been
accumulated is costs between November of 2007 and now. We would like to invoice this at the end of the year
and eventually roll this into a Task Order forTower Mitigation when you get an AIP project underway.
+ Landfill Options:
Activities on this assistance were detailedin a previous update. About $2,200 in costs were accumulated
during October and November of 2007.
We think this may be able to be included as an FAA eligible cost in a design Task Order in the future
+ Phase I Environmental:
We help somewhat to coordinatea Phase I for the City parcel. Roger Nobel was contacted to complete aPhase
I environmental of City property (old landfill area�outheast of the airport (Parcel 5G) A Document detailing
the environmental risks of the areashould be generated Status of that report is unknown. RPA spent very
little time on this effort.
1111h 1 MMiilIMN
+ Continued KGEZ Tower Assistance:
We will provide drawings and evaluations as needed.
+ Continued Land Acquisition Assistance:
A Task Order has not been drafted for this task yet However, RPA has requested and received aproperty
owner search forthe parcels involved and have provided maps forAppraiser(s), Review Appraiser(s) and
Negotiator(s). We will continue to assist as needed.
Fred continues to coordinate appraisers and do the negotiating as opposed to a hireaVegotiator.
At some point the appraisal people and the negotiator may need survey assistance for boundary adjustments,
etc. We would anticipate that RPA would provide those services as well as assist the City with the required
FAA documentation, grant administration, reports, etc. Nten the FAA starts to step in with an AIP for land.
+ Diamond Air Purchase:
Need to investigate environmental status before buying the property (underground tanks.)
Page 2 of 4
+ Ashley Creek Modifications:
Fred and Rick discussed the potential for Ashley creek modifiations in order to gain some realestate near the
southwest corner of the proposed apron area.
Some items to consider:
1) We will need to coordinate early with the Corp of Engineers for a 404 permit as thepversee drainages classified as
"jurisdictional waters". There may be wetland sites that need to be consideredalong the stream too.
2) We will need to coordinate early with Montana Fish Wilfe and Parks for a 124SPA permit and 318 Authorization
Ashley Creek is a perennial stream and work within or adjacent to the stream falls under the purview of the U.S. Army Corps of Engineers and
the Montana Departments of Fish, Wildlife & Parks and Enuronmental Quality. Coordination and water quality related permits will be required
from these agencies for work undertaken in the stream or on its banks.
Ultimately for permitting purposes, we will need to specifically quantify impacts to the stream. Tlese impacts may include:
- length of stream channel affected;
- amount of channel lost versus what is replaced;
- impacts to any riparian wetlands or adjacent wetland sites (wetland delineation may be needed); and
- hydraulic impacts (any changes to stream velocity, Flooding, etc.)
Depending on impacts, the Corps may require some type of mitigation to be done.
The Corps 404 permitting process can be lengthy. We had a very simple parking lot project with minimal impcts to a wetland site take nearly
6 weeks between the time when we submitted the permit application and when we received permit approval. Other agencies are typically
faster at issuing permits.
3) If federal funding is used for work associated with Asley Creek changes, there is an obligation to coordinate early with
U.S. Fish and Wildlife Service (USFWS).
The U.S. Fish and Wildlife Service -the federal agency responsible for ensuring compliance with the Endangered Species Actlists bull trout,
grizzly bears, gray wolves, Canada lynx, and Spaldings campion (a threatened plant species) as occurring within Flathead County. There is an
obligation to coordinate with the USFWS to identify the likelihood of encountering any of these species and to identify anypotential effects.
The airport area does not provide habitat for grizzly bears, gray wolves, and Canada lynx and there no known occurrences of the plant species
in the immediate Kalispell area.
Ashley Creek falls within one of the recovery subunits for the Klamath River and Columbia River Populations of Bull Trout. According to
online data from the Montana Fisheries Information System (MFISH), Ashley Creek does not contain bull trout; however, coordination (a
letter discussing the proposed changes to Adiley Creek channel) should still be sent to the USFWS to make certain there are no potential
issues with respect to bull trout (or any other species). The Corps of Engineers has an indirect obligation to ensure there is compliance
with the Endangered Species Act.
4) City / County Floodplain Permit
Showing that we are not making the Flooding situation any worse based on the new velocities, channel configuration
Page 3 of 4
Capital Improvement Plan (CIP):
Rick met with Gary Gates of the FAA with a draft CIP His main comments are summarized below:
- For next year, (FY09) the FAA needs to know for sure if there will be a project by the end of Octobq
2008. Dave Stelling goes to Seatte in December to hash out the year's State Apportionment Allocation.
It is very unlikely that youwill get any State Apportionment in2009; they are not planning on it at this
point. You can however, do work with your Non -Primary Entitlements that are availablewhich is the
funding source that has to be used fortower mitigation.
- We will need to have good defendable justification for spending more that $650,000 since that was the
original appraised value of the radio stalon.
- Gary would like to think there is a good chatee to get some discretionary funding for the construction
phase(s) of your project.
- He recommended only showing $15M / yr in State Apportionment for theland acquisitions.
- Gary emphasized the need to have an environmental assessment completed not only for the proposed
tower location, but for the alternates too. Tle EA can presuppose the most favorable option. The EA
needs to be linked to the airport development. It would essentially bean amendment to the existing one
which could open the Airport up to public scrutiny.
- Gary couldn't say, so Rick contacted Dave Stelling for a summary of the NonPrimary Entitlements. He
said both Lewistown and Kalispell carriedover $300,000. IF both get their expected $150,000, you
would each have $450,000 available. Lewistown owes Kalispell $30Q000 and so you could have as
much as $750,000 available next year without borrowing from any other location.
Airport Layout Plan (ALP):
Gary Gates' comments were addressed on another revision to the ALP. A halfsized set was given to him to
check against his comments. He will want at least 5 sets of full sized drawings to submit fot'airspacing�'. Six
copies of sheet 1 have been delivered for signature. Two half sized sets are included for reference.
Page 4 of 4
Robert r'ec as & Asssocrates no.
Alp 625 Custer Avenue Helena Miantana {406) 447-5000
102Cooperative Vlay Sue 700 `Katspe ,Montana *(466) 752-5025
_ 65 East Broadway Belle Montana `(406).533-6770
Itv=rri Urn � Dn4 Face Trtal Fr`�f
No- CLuantLy Uri$ Descripli- ,F"urasl ;Flgr res)
-._ A-101
7 LS
"biLzation (Shall nor exceed 5%) - -..
_.. $152,72486 11;
-
_.. A-102
1 LS
Surveying and fate.-Testu3g _
$120,00000
A-103
40,17)w SY
Pulverize Pavement r P-ace
$1.00
A-1 C-4
... 66,OM CY
Unclassified Excvatlon and Embankment
S4.9D
A-107
:. 10,000 CY
Topsoil Stripping,. Stockpiling, and Placing
S9.0Ct ,
A 108
39,167 SY
Subsurface Separation Fabric
$2.00 .�
-..
A109
39.167 BY
-
Flier Fabric
-
$1.50 t
A 110
39,167 BY
BX 1200 Geogrnd (fv m. of 26" of G, ave-1)
$5.1)0 � $1
A 111
10,880 CY
P-209 Crushed Aggregate BaseCourse (10 1nc11 Section)
S35,(Xt $
A 112
17,407 CY
RD. (16 inch Section)
S28.D0 $a
A 113
10000 LF
Edge Drains
$15.00 $1
A 114
34 EA
Edge Drain C'.eanouts
$700,01 $
A 115
12 €A
Edge Drain Outlets
$700.CD
A 116
4 CA.
Subsurface Drain Sumps...
$34500.OD
A `17
S4 7 TON
Bituminous Prima Goat (MC-70)_
$750.00
A-118
6,922 TON
Bituminous Surface Coarse
$36.00 $a
A-119
4846 TON
Bituminous Material. Asphalt CemengPG W347
$600uo $¢
A-120
6,500 SF
Runway Painting (1st Half --Rate Anp:icabvlt Sold White)
A-121
5,500 SF
Runway Painting -(2nd Full -Rate App-ication = Betid Whim)
$1.10
A-122
20,000 SF
Runway Painting (Full -Hate Application - Solid While).
$1.20 b
A-123
- 5DD SF
Taxiway Painting (Fu-I-Rate Application - Sold Yellow)
$1 510
A-124
300 ACRE
Seeding, Ferti'izirng, & Mulchmg
$1,70D.00
A=125
-A=126
11,00D LF
9' XIolnfe Fenco. -
$15.00 ` $1
2 EA
+T.Idle Fence Driveway Gate =24'Alde
$2,50D.00
A 127
1 EA
16 Key Troll Vertical Pivot Access Gate
-.
S25,000.00 $
A 128
10.ODO LF
Fence Removal & Stockpile._ -
S2.00 $
A-129
I I.0.00 LF
Trench rig for 2' or 4' PVC Duci - 24" Deep & " Deep
S3.50 $
A 130
20,C11O LF
VC 08 5kV L-l!I24 Gable (rate led in Duct
$1,60 $
A 131
11,Dd10 LF
2- Sul. 40 PVC-DOCt'nstatferd as Direct Burial
$3.50 $
A 132
260 LF
4` S:ch. 80 PVC Duct lnsta led as Direct Burial
$13.00
A 133
6 €A
L-867 24' Light Can & Ground Rod (Used as .Puncher;Box)
$E00.00
A-134
8 EA
L 861 MIRL, 24" High, Base Mourned, Clear Lens. L-830-1= Transformer, L-823 Connector -
$525.00
Ground Rod
fi_-551 M-RL 24' Fit Be- led 180' CI Y K. L L-830-i T l
,396.C•D
$6,80�.0T3
A 1.S
40
EA
B. . CONSTRUCT PARALLEL TAXIWAY AND CONNECTING STUB (North of Apron_)
B-101
_ 1
LS
Mobilization (Shall not exceed 5%)
_ $21,325.82
_ $21,325.82
_ B-102
_ 1
LS
Surveying and Materials Testing _
$10,000.00
$10.000.00
_ _B-103
1_ 16,127
CY
Unclassified Ex_cvadon and Embankment
$64,509.14
B-105
i 2,600
-4,978
CY
Topsoil Stripping, _Stockpiling, and Placing _ _
_ _$4.00
$9.00
_
$18,000.00
B-106
I
SY
Subsurface Separation Fabric
$2.00
$9,956.00
B-107
'.. 4,678
:Filter Fabric
$L50
$7,467.00
B-106
4,978
SY
BX 1200 Geogrid-(Min. of 26" of Gravel) _
$5.00
$24,890.00
B-109
1,383
CY
P-209 Crushed Aggregate Base Course (10-Inch Section)
$35.00
$48,405.00
B-110
2,212
:CY
RDM.(16-Inch ,Section) _..
$28.00
$61,936.00
B-111
2,600
LF
Edge Drains _ ,... -.
$15.00
$39,000.00
_ B-112
10
EA
Edge_Draln Oleanouts _ _ -... - -....
-- - - -
$700.00
_---$700.00
$7,000.00
--$2,800.00
B-113
4
EA
Edge Dram Curtails _
B-114
1
.IA
Subsurface Drain_ Sumps - _
$3,500.00
$3,500.00
8-115
7.0
TON
Bituminous Prime Coat.(MC-70) _ _ _ _ _
_ $750.00
_ $5,250.00
B-116
875
TON
Bituminous Surface Coarse
$36.00
$31,500.00
B-117
61.3
TON
_
Bituminous Material, Asphalt CemengPG 64-34) ___.. _
$600.00
$36,M0.00
_ B-118
1 1,045
SF
Taxiway Painting -(Full -Rate Application -Solid Yellow)_.
_ $1.50
$1,567.50
B-119
5.0
ACRE
Seeding, Fertilizing, & Mulching _ _ _ _
_ $1,700.00
_$8,506.60
B-120
50
LF
Trenching for 2" or 4" PVC Duct - 24" Deep & 36" Deep
$3.50
$175.00
_ B-121
150
LF
1/C #8 5kV L-824 Cable Installed in Duct _
_
$1.60
_ _ _
$240.00
B-122
50
LF
2" Sch. 40 PVC Duct Installed as Direct Burial _
$3.50
$175.00
B-123
160
LF
4" Soh. 80 PVC Duct Installed as Direct Burial
$13.00
$2,340.00
B-124
4
L-861T MIRL, 24" High, Base Mounted, Blue Lens, L-830-1 Transformer, L-823 Connect
$925.00
$3,700.00
:& Ground Rod -- o
8-125
1
EA
L-858L Lighted "Taxiway Location" Sign and
$3,500.00
$3,500.00
L-856R Lighted "Hold Sign,. "A 14-32" (Size 1, Style 2, Class 2, Mode 2)
8-126
2
EA
L-858Y Lighted "Direction" Sign, A >". (Size 1, Style 2, Class 2, Mode 2)
$3 500.00
$7,000.00
B-127
30
EA
24" High, Retroreftective Blue Taxiway Marker with Frangible Coupling & Mounting
$200 00
$6,000.00
Stake
B-128
I 8
EA
_.
In -Pavement Aluminum Duct Markers
$125.00
$1 000.00
B. SUBTOTAL:
$426 516.46
F:W,IRPORTS107006.0 KALISPELL%CIP\KALISPELL MASTER ESTIMATE SHEET Dmf TLS_ds 9/12/2008
C. CONSTRUCT APRON
C-101
1 LS
Mobilization (Shall not exceed 5%)
$69.545.39
$69,545.39
C-102
1 LS
Surveying and Materials Testing
$40,000.00
$40,000.00
C-103
10,000 CY
Unclassified Excvation and Embankment
$4.00
$40,000.00
C-105
2,000 CY
Topsoil Stripping, Stockpiling, and Placing
$9.00
$18,000.00
C-106
24,611 SY
Subsurface Separation Fabric
$2.00
$49,222.00
C-107
24,611 SY
Filter Fabric
$1.50
$36,916,50
C-108
24,611 BY
BX 1200 Geogrid (Min. of 26" of Gravel)
$5.00
$123,055.00
C-109
6,836 CY
P-209 Crushed Aggregate Base Course (10-Inch Section)
$35.00
$239,260.00
C-110
10,938 CY
RDM (16-Inch Section)
$28.00
$306,264.00
C-111
1,700 LF
Edge Drains
$15.00
$25,500.00
C-112
6 EA
Edge Drain Cleanouts
$700.00
$4,200.00
C-113
4 EA
Edge Drain Outfalls
$700.00
$2,800.00
C-114
2 EA
Subsurface Drain Sumps
$3,500.00
$7,000.00
C-115
34.4 TON
Bituminous Prime Coat (MC-70)
$750.00
$25,800.00
C-116
4,415 TON
Bituminous Surface Coarse
$36.00
$158,940.00
C-117
309.1 TON
Bituminous Material, Asphalt Cemenll 64-34)
$600,00
$185,460.00
C-118
36 EA
Tie -Down Anchors
$750.00
$27,000.00
C-119
141.0 GAL
Coal Tar Pitch Emulsion
$45.00
$6,345.00
C-120
3,000 SF
Taxiway Painting (Full -Rate Application - Solid Yellow)
$1.50
$4,500.00
C-121
5.0 ACRE
Seeding, Fertilizing, & Mulching
$1,700.00
$8,500.00
C-122
500 LF
Trenching for 2" or 4" PVC Duct - 24" Deep & 36" Deep
$3.50
$1,750.00
C-123
1,000 LF
1/C #8 5kV L-824 Cable Installed in Duct
$1.60
$1,600.00
C-124
500 LF
2" Sch. 40 PVC Duct Installed as Direct Burial
$3.50
$1,750.00
C-125
20 EA
L-853 24" High, Retroreflective Blue Taxiway Marker with Frangible Coupling & Mounting
$200.00
$4,000,00
Stake
C-126
1 EA
L-858Y Lighted "Direction" Sin "RAMP->" Size 1 Style 2 Class 2 Mode 2
$3,500.00
$3 500.00
C. SUBTOTAL:
$1,390,907.89
D. CONSTRUCT PARALLEL TAXIWAY AND CONNECTING STUB (South of Apron)
D-101
1
LS
Mobilization (Shall not exceed 5%)
$43,097.53
$43,097.53
D-102
1
LS
Surveying and Materials Testing
$25,000.00
$25,000.00
D-103
108,000
CY
Unclassified Excvation and Embankment
$4.00
$432,000.00
D-105
10,000
CY
Topsoil Stripping, Stockpiling, and Placing
$9.00
$90,000.00
D-106
4,064
SY
Subsurface Separation Fabric
$2.00
$8,128.00
D-107
4,064
BY
Filter Fabric
$1.50
$6,096.00
D-108
4,064
BY
BX 1200 Geogrid (Min. of 26" of Gravel)
$5.00
$20,320.00
D-109
1,129
CY
P-209 Crushed Aggregate Base Course (10-Inch Section)
$35.00
$39,515.00
D-110
1,806
CY
ROM (16-Inch Section)
$28.00
$50,568.00
D-111
2,500
LF
Edge Drains
$15.00
$37,500.00
D-112
10
EA
Edge Drain Cleanouts
$700.00
$7,000.00
D-113
4
EA
Edge Drain Outfalls
$700.00
$2,800.00
D-114
1
EA
Subsurface Drain Sumps
$3,500.00
$3,500.00
D-115
5.7
TON
Bituminous Prime Coat (MC-70)
$750.00
$4,275.00
D-116
715
TON
Bituminous Surface Coarse
$36.00
$25,740.00
D-117
50.1
TON
Bituminous Material, Asphalt CemenyPG 64-34)
$600.00
$30,060.00
D-118
928
SF
Taxiway Painting (Full -Rate Application - Solid Yellow)
$1.50
$1,391.25
D-119
5.0
ACRE
Seeding, Fertilizing, & Mulching
$1,700.00
$8,500.00
D-120
50
LF
Trenching for 2" or 4" PVC Duct - 24" Deep & 36" Deep
$3.50
$175.00
D-121
150
LF
1/C #8 5kV L-824 Cable Installed in Duct
$1.60
$240.00
D-122
50
LF
2" Sch. 40 PVC Duct Installed as Direct Burial
$3.50
$175.00
D-123
90
LF
4" Sch. 80 PVC Duct Installed as Direct Burial
$13.00
$1,170.00
D-124
4
EA
L-861T MIRL, 24" High, Base Mounted, Blue Lens, L-830-1 Transformer, L-823 Connecto
$925.00
$3,700.00
& Ground Rod
D-125
1
EA
L-858L Lighted "Taxiway Location" Sign and
$3,500.00
$3,500.00
L-858R Lighted "Hold" Sign, "A 14-32" (Size 1, Style 2, Class 2, Mode 2)
D-126
1
EA
L-858Y Lighted "Direction" Sign, "A->" (Size 1, Style 2, Class 2, Mode 2)
$3,500.00
$3,500.00
D-127
50
EA
L-853 24" High, Retroreflective Blue Taxiway Marker with Frangible Coupling & Mounting
$200.00
$10,000.00
Stake
D-128
1
EA
L-858Y Lighted "Direction" Sign, "RAMP-" (Size 1, Style 2, Class 2, Mode 2)
$3,500.00
$3,500.00
D-129
4
EA
In -Pavement Aluminum Duct Markers
$125.00
$500.00
D. SUBTOTAL:
$861,950.78
E. CONSTRUCT ACCESS ROAD & PARKING LOT
E-101
1
LS
Mobilization (Shall not exceed 5%)
$28,529.00
$28,529.00
E-102
1
LS
Surveying and Materials Testing
$10,000.00
$10,000.00
E-103
10,000
CY
Unclassified Excvation and Embankment
$4.00
$40,000.00
E-105
2,000
CY
Topsoil Stripping and Placing
$4.00
$8,000.00
E-106
7,000
BY
Subsurface. Separation Fabric
$2.00
$14,000.00
E-107
7,000
SY
Geogrid
$5.00
$35,000.00
E-108
2,519
CY
P-209 Crushed Aggregate Base Course
$35.00
$88,165.00
E-109
7,556
CY
P-154 Subbase Course
$28.00
$211,568.00
E-110
9.8
TON
Bituminous Prime Coat (MC-70)
$750.00
$7,350.00
E-111
1,213
TON
Bituminous Surface Coarse
$36.00
$43,668.00
E-112
85.0
TON
Bituminous Material, Asphalt CemengPG 64.34)
$600.00
$51,000.00
E-113
2,000
LF
Fence, Class A
$7.00
$14,000.00
E-114
1
EA
24' Wide Gate
$1,500.00
$1,500.00
E-115
2
EA
4' Wide Man Gate
$300.00
$600.00
E-116
1,000
SF
Painted Traffic Lines - Yellow
$1.50
$1,500.00
E-117
2,000
SF
Painted Traffic Lines - White
$1.50
$3,000.00
E-118
5.0
ACRE
Seeding, Fertilizing, & Mulching
$1,700.00
$6,500.00
11
E-119
12
EA
Roadwa Signs
$350.00
$4 200.00
E. SUBTOTAL:
$570 580.00
F. CONSTRUCT 10' WIDE GRAVEL SERVICE ROAD
F-101
1
LS
Mobilization (Shall not exceed 5%)
$5,048.15
$5.048.15
F-102
1
LS
Surveying and Materials Testing
$2,000.00
$2,000.00
F-103
5.000
CY
Unclassified Excvaton and Embankment
$4.00
$20,000.00
F-104
5,000
CY
Topsoil Stripping and Placing
$4.00
$20,000.00
F-105
580
CY
P-209 Crushed. Aggregate Base Course
$15.00
$8,700.00
F-106
1,741
CY
P-154 Subbase Course
$15.00
$26,115.00
F-107
10.0
ACRE
Seeding, Fertilizing, & Mulching
$1,700.00
$17,000.00
F-108
6
EA
Roadway Signs
$350.00
$2100.00
F. SUBTOTAL:
$100,963.15
TOTAL: $6,605,415.64
F:\41RPORTS\07006.0 KALISPELL\CIP\KALISPELL MASTER ESTIMATE SHEET Draft TLS.xIs 9/12/2008
N
O
O
O
v v
n
0
o0
ov
CO)
oz
cc�z
co0ooc'--
0 c
-! G
O
N
0
OP co
9
0ou
cO N-
(O,s
D m
Y
m
y
>
z
r 3
r
9
r
m
r
O
,O
v
A
A'`'NJ
m
me
M;
rmm
cojG) —I >
D 'v
D' 'v
Cf) D f A
-n 3> o -n -n z
r z 0
z
m
rn
z
M
-,�
_O
�0 0
O
v
ItS �S
,
�v
swim'
73a3:
Wr
o a A
Cl)�''0 rn
v�
o
x
C
-n
°a
`�
o
CD
n
�• CD
0
3
-t
- a) C)
m
Z'
x
0 0
((0 0
-n m
0 €5
a
z
Q:
a
s
U,
p
G
o
xS,
a '
z
z
6-
0
O
C"
0
via
� ,
CD
b'
oCD
v
CD
-'m
o'
$i
oUl
(a
0
C)
0
CD
00
o o
-
y
ca
0
C)
o o
C) CD cr, �
.
0
0 0
� C)� Ch
m
Cl
vi
m
y
D
W
f9
Efl
_
O
t0 N
CEO
D C)
A
CD
P
Clch
O—
co
O. (n
p
W
4A i-69 —
`J (9i OD 0')
D CD
C)O
(D C)
(si
(t's ''•d O
C)
D Co
O
Co
C)
O'
O
C)
C) C)
O O '...
Im
(Ti
m lul W m w
-4 Ul � O 1V
CD
0) CD'. O W
m N 01
ID
C)
c
�o Q�
rjj (D
CD
o CD n
v v
_ v
v CD
�c ti
0`C
0O
N C (_D
a N
O p
v
* O
rn
c o •p
� N V
O Co C,
* O
O
O
(31
N
O
N
CT