Agenda 09/22/2020 Item #16A17 (Recording of Final Plat - Tamarindo)09/22/2020
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the final plat of Tamarindo (Application Number PL20190002554), approval of the
standard form Construction and Maintenance Agreement, and approval of the amount of the
performance security.
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat
of Tamarindo, a subdivision of lands located in Section 23, Township 50 South, Range 26 East, Collier
County, Florida, following the alternative procedure for approval of subdivision plats pursuant to
Resolution 99-199. This procedure allows for the Board to approve the plat and associated construction
documents for construction purposes and recording purposes concurrently.
CONSIDERATIONS: The Development Review Division of the Growth Management Department has
completed the review of the construction drawings, specifications, and final plat of Tamarindo. These
documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Rockedge RPUD, Ord. 16-03. All fees have been paid. Security in the
amount of 10% of the total cost of the required improvements, and 100% of the cost of any remaining
improvements, together with a Construction and Maintenance Agreement for Subdivision Improvements,
shall be provided and accepted by the County Manager or his designee and the County Attorney's office
prior to the recording of the final plat. This procedure is in conformance with Section 10.02.04 F.2 of the
Land Development Code.
The Development Review Division recommends that the final plat of Tamarindo be approved for
recording.
FISCAL IMPACT: The project cost is $4,391,561.07 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $1,764,671.50
b) Drainage, Paving, Grading $2,626,889.57
The Security amount, equal to 110% of the
project cost, is $4,830,717.18
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $133,276.84
Packet Pg. 1133
09/22/2020
The infrastructure fees are based on a construction estimate of $4,391,561.07 and were paid in February
2020.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac)
$ 1,530.00
b) Construction Drawing Review Fee
Water & Sewer (75% const. est.)
$ 13,235.04
c) Drainage, Paving, Grading
(.75% const. est.)
$ 19,701.67
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.)
$ 39,705.11
e) Drainage, Paving, Grading
(2.25% const. est.)
$ 59,105.02
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation,
except when the applicant elects to delay obtaining a COA for non-residential developments that are
required to obtain approval of a site development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat and
construction and maintenance agreement. The Board shall consider the County Manager or designee's
recommendation and shall take evidence and testimony in regard to the final subdivision plat
requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well
as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat, it
shall state reasons for such denial or conditions.
In accordance with the LDC, the applicant is required to submit the final subdivision plat to the County
Manager or designee for recording within 18 months of the date of approval of the final subdivision plat
by the Board. However, following approval by the Board, but prior to recordation, the County Manager or
designee may approve minor insubstantial changes to the final subdivision plat, and the Board may
approve any changes that are not minor and insubstantial. This item has been approved as to form and
legality, and requires a majority vote for Board approval - SAA
RECOMMENDATION: To endorse staff s recommendation to approve the final plat of Tamarindo
(Application Number PL20190002554) for recording with the following stipulations:
1. Approve the amount of $4,830,717.18 as performance security for the required improvements; or such
lesser amount based on work completed, and as is approved by the Growth Management Department.
2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager
or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and
Maintenance Agreement is approved and accepted by the County Attorney's office and the
Board of County Commissioners or the County Manager or his designee on behalf of the
Board pursuant to Section 10.02.04 F.2 of the Land Development Code.
Prepared by: Lucia Martin, Associate Project Manager, Development Review Division
Packet Pg. 1134
09/22/2020
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
Packet Pg. 1135
16.A.17
09/22/2020
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.17
Doe ID: 13109
Item Summary: This item requires that ex parte disclosure be provided by Commission members.
Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to
approve for recording the final plat of Tamarindo (Application Number PL20190002554), approval of the
standard form Construction and Maintenance Agreement and approval of the amount of the performance
security.
Meeting Date: 09/22/2020
Prepared by:
Title: Technician — Growth Management Development Review
Name: Lucia Martin
08/03/2020 4:09 PM
Submitted by:
Title: Director — Growth Management Department
Name: Matthew McLean
08/03/2020 4:09 PM
Approved By:
Review:
Growth Management Department
Judy Puig
Level 1 Reviewer
Engineering & Natural Resources
Jack McKenna
Additional Reviewer
Growth Management Operations & Regulatory Management Rose Burke
Growth Management Development Review
Brett Rosenblum
Growth Management Development Review
Chris Scott
Growth Management Department
Matthew McLean
Additional Reviewer
Growth Management Department
Thaddeus Cohen
Department Head Review
Growth Management Department
James C French
Deputy Department Head Review
County Attorney's Office
Sally Ashkar
Level 2 Attorney Review
Office of Management and Budget
Debra Windsor
Level 3 OMB Gatekeeper Review
County Attorney's Office
Jeffrey A. Klatzkow Level 3 County Attorney's Office Review
Budget and Management Office
Mark Isackson
Additional Reviewer
County Manager's Office
Nick Casalanguida Level 4 County Manager Review
Board of County Commissioners
MaryJo Brock
Meeting Pending
Completed
08/04/2020 8:25 AM
Completed
08/04/2020 12:37 PM
Additional Reviewer
Completed
Additional Reviewer
Completed
Additional Reviewer
Completed
Completed
08/24/2020 2:39 PM
Completed
08/25/2020 9:20 AM
Completed
08/25/2020 10:23 AM
Completed
09/01/2020 2:16 PM
Completed
09/01/2020 2:17 PM
Completed
09/02/2020 8:47 AM
Completed
09/03/2020 2:32 PM
Completed
09/16/2020 8:32 AM
09/22/2020 9:00 AM
Packet Pg. 1136
16.A.17.a
TAMARINDO
0
4
_ - J9 Naples Lakes
i Coufrlryr Club
Flonda 5porls Park
S
MAPLES
okc Hammock Rd Aatliooke Manvnwck Rd
c5 RE
# x PROJECT
_ LOCATION
0
i
6-
Lely Resort
.01
�f T
LOCATION MAP
a
R
c
0
0
J
C
d
E
t
V
r
Packet Pg. 1137
16.A.17. b
ENGINEERING
State of Florida Business Certificate No. EB-0007663
TAMARINDO
Engineer's Opinion of Probable Costs
SUMMARY
(S) SANITARY SEWER SUB -TOTAL $1,196,663.00
(W) POTABLE WATER SUB -TOTAL $568,008.50
ESTIMATED UTILITY CONSTRUCTION COST $1,764,671.50
(D) STORM DRAINAGE SUB -TOTAL
$967,485.00
(P) PAVING AND GRADING SUB -TOTAL
$1,198,985.50
(0) ROW AND TURNLANE IMPROVEMENTS
$40,419.07
(L) LANDSCAPING SUB-TOTALIZI
$420,000.00
ESTIMATED SITE CONSTRUCTION COST
$2,626,889.57
Due at
Due at Permit
Submittal Approval
PPL Fee Calculations for Utility Construction
0.75% for Construction Document Review $13,235.04
2.25% for Construction Inspection $39,705.11
PPL Fee Calculations for Site Construction rn
0.75% for Construction Document Review $19,701.67 0
2.25% for Construction Inspection $59,105.02 r
TOTAL PPL FEE BASED ON OPC $32,936.71 $98,810.12 0
U
m
Note:
ca
1. This Engineer's Opinion of Probable Cost represents the estimated cost for constructing the above listed
O
infrastructure for Tamarindo (RWA, Inc. File No. 120030.02.01 dated 01/16/20)REV 03.
d
1,µuIpit",
Digitally signed by
4—
O
&HER �!i�
Christopher Wright
O
.,,%`s%'
�e ;• �,oetisF't�y s
DIN: c=U5, st=Florida,
•�_
e 70.59
1=11aples, o=RWA Inc.,
•�
* * * ;
cn=Christopher Wright,
sr"TEor f e
FUIRMA
email=cwright@consult-
O
_ SS..........• Ak ;
., %AL �,� <<
rwa.com
Date: 2020.07.27 16:27:01
t;
!_
�"'FriI110�
-04'00'
t
Christopher 0. Wright, P.E. #47059
R
r
RWA, Inc.
6610 Willow Park Drive, Ste 200
Naples, Florida 34109
4983 Royal Gulf Circle
Fort Myers, Florida 33966
Phone: (239) 597-0575
Fax: (239)597-0578
r
Q
7/23/2020
4:55 PM
Packet Pg. 1138
16.A.17. b
ENGINEERING
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
Project: Tamarindo
Date: July 24, 2020
Estimated By: John Williams
Checked By: John Williams
SANITARY SEWER
DESCRIPTION
I UNIT
QUANTITY
UNIT
TOTAL
COST
S-1
8" PVC Sanitary Sewer Main (0'-6' Cut)
LF
2,524
$27.00
$68,148.00
S-2
8" PVC Sanitary Sewer Main (6'-8' Cut)
LF
2,302
$34.00
$78,268.00
S-3
8" PVC Sanitary Sewer Main (8'-10' Cut)
LF
1,150
$42.00
$48,300.00
S-4
8" PVC Sanitary Sewer Main (10'-12' Cut)
LF
1,140
$54.00
$61,560.00
S-5
8" PVC Sanitary Sewer Main (12'-14' Cut)
LF
1,360
$74.00
$100,640.00
S-6
8" PVC Sanitary Sewer Main (14'-16' Cut)
LF
379
$100.00
$37,900.00
S-7
8" PVC Sanitary Sewer Main (16'-18' Cut)
LF
381
$125.00
$47,625.00
S-8
4' Diameter Manhole (0'-6' Depth)
EA
11
$4,500.00
$49,500.00
S-9
4' Diameter Manhole (6'-8' Depth)
EA
7
$5,400.00
$37,800.00
S-10
4' Diameter Manhole (8'-10' Depth)
EA
7
$6,400.00
$44,800.00
S-11
4' Diameter Manhole (10'-12' Depth)
EA
5
$7,500.00
$37,500.00
S-12
4' Diameter Manhole (12'-14' Depth)
EA
5
$8,700.00
$43,500.00
S-13
4' Diameter Manhole (14'-16' Depth)
EA
2
$9,800.00
$19,600.00
S-14
4' Diameter Manhole (16'-18' Depth)
EA
2
$11,000.00
$22,000.00
S-15
Drop Manhole Connection
EA
5
$1,300.00
$6,500.00
S-16
6" PVC Sewer Lateral
LF
207
$15.00
$3,105.00
S-17
6" Cleanout
EA
4
$500.00
$2,000.00
S-18
Single Sewer Lateral
EA
44
$650.00
$28,600.00
S-19
Double Sewer Lateral
EA
104
$750.00
$78,000.00
S-20
Lift Station
EA
1
$300,000.00
$300,000.00
S-21
6" PVC Force Main (DR18)
LF
3,081
$15.00
$46,215.00
S-22
6" PVC Force Main (DR14)
LF
34
$18.00
$612.00
r
Q
K:\2012\120030.02.01 Rockedge PPL & ERP\0005 Civil Eng. Design Con st. Plans & ERP\Calculations\Quantities\2020-07-24 OPC 7/23/2020
Sanitary Sewer 4:55 PM
Packet Pg. 1139
16.A.17. b
ENGINEERING
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
Project: Tamarindo
Date: July 24, 2020
Estimated By: John Williams
Checked By: John Williams
SANITARY SEWER
UNIT
F_ DESCRIPTION UNIT QUANTITY COST TOTAL
S-23 Air Release Valve EA 2 $2,500.00 $5,000.00
S-24 6" Plug Valve
S-25 Connect to Existing Force Main with 12"x6" Reducer
S-26 Television Inspection
Sanitary Sewer Sub -Total
EA 3 $1,300.00 $3,900.00
EA 1 $2,500.00 $2,500.00
LF 9,236 $2.50 $23,090.00
$1,196,663.00
Q
K:\2012\120030.02.01 Rockedge PPL & ERP\0005 Civil Eng. Design Con st. Plans & ERP\Calculations\Quantities\2020-07-24 OPC 7/23/2020
Sanitary Sewer 4:55 PM
Packet Pg. 1140
16.A.17. b
ENGINEERING
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
Project: Tamarindo
Date: July 24, 2020
Estimated By: John Williams
Checked By: John Williams
POTABLE WATER
UNITCOST
DESCRIPTION
UNIT
QUANTITY
TOTAL
W-1
6" PVC Water Main (C-900, DR 18, PC150)
LF
1,430
$17.50
$25,025.00
W-2
6" PVC Water Main (C-900, DR 14, PC150)
LF
169
$18.50
$3,126.50
W-3
8" PVC Water Main (C-900, DR 18, PC150)
LF
8,706
$22.00
$191,532.00
W-4
8" PVC Water Main (C-900, DR 14, PC150)
LF
487
$25.00
$12,175.00
W-5
6" Gate Valve w/Box
EA
6
$1,200.00
$7,200.00
W-6
8" Gate Valve w/Box
EA
22
$1,400.00
$30,800.00
W-7
Air Release Valve
EA
3
$2,000.00
$6,000.00
W-8
Fire Hydrant Assembly w/Valve
EA
22
$3,800.00
$83,600.00
W-9
Permanent Sample Point
EA
14
$2,000.00
$28,000.00
W-10
Hot -Tap (Includes 30"x8" Tapping Sleeve and Valve)
EA
1
$8,000.00
$8,000.00
W-11
Hot -Tap (Includes 8"x8" Tapping Sleeve and Valve)
EA
1
$5,000.00
$5,000.00
W-12
Single Water Service
EA
78
$700.00
$54,600.00
W-13
Double Water Service
EA
87
$850.00
$73,950.00
W-14
Temporary Gap Configuration
EA
4
$2,400.00
$9,600.00
W-15
Automatic Flushing Device
EA
7
$4,200.00
$29,400.00
Potable Water Sub -Total $568,008.50
r
Q
K:\2012\120030.02.01 Rockedge PPL & ERP\0005 Civil Eng. Design Con st. Plans & ERP\Calculations\Quantities\2020-07-24 OPC 7/23/2020
Potable Water 4:55 PM
Packet Pg. 1141
16.A.17. b
ENGINEERING
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
Project: Tamarindo
Date: July 24, 2020
Estimated By: John Williams
Checked By: John Williams
STORM DRAINAGE
UNIT
DESCRIPTION
I UNIT
QUANTITY
TOTAL
COST
D-1
10" Yard Drain Pipe
LF
3,291
$18.00
$59,238.00
D-2
12" Yard Drain Pipe
LF
143
$20.00
$2,860.00
D-3
15" RCP
LF
1,731
$24.00
$41,544.00
D-4
18" RCP
LF
923
$30.00
$27,690.00
D-5
24" RCP
LF
2,882
$48.00
$138,336.00
D-6
30" RCP
LF
3,228
$64.00
$206,592.00
D-7
36" RCP
LF
1,831
$75.00
$137,325.00
D-8
3' x 4' Valley Gutter Inlet
EA
29
$3,300.00
$95,700.00
D-9
3' x 6' Valley Gutter Inlet
EA
12
$3,600.00
$43,200.00
D-10
4' x 6' Valley Gutter Inlet
EA
1
$4,000.00
$4,000.00
D-11
Type'C' Bubble -up Inlet
EA
3
$2,500.00
$7,500.00
D-12
Type'D' Bubble -up Inlet
EA
2
$3,000.00
$6,000.00
D-13
Type "9" Inlet
EA
2
$3,000.00
$6,000.00
D-14
3' x 3' Grate Inlet
EA
17
$2,500.00
$42,500.00
D-15
4' x 4' Grate Inlet
EA
18
$3,000.00
$54,000.00
D-16
4' x 6' Grate Inlet
EA
4
$3,500.00
$14,000.00
D-17
Yard Drain
EA
31
$800.00
$24,800.00
D-18
Control Structure
EA
1
$4,000.00
$4,000.00
D-19
3' x 3' Junction Box
EA
4
$2,500.00
$10,000.00
D-20
4' x 4' Junction Box
EA
3
$3,200.00
$9,600.00
D-21
4 x 6' Junction Box
EA
2
$4,500.00
$9,000.00
D-22
15" FES
EA
8
$800.00
$6,400.00
r
Q
K:\2012\120030.02.01 Rockedge PPL & ERP\0005 Civil Eng. Design Con st. Plans & ERP\Calculations\Quantities\2020-07-24 OPC 7/23/2020
Storm Drainage 4:55 PM
Packet Pg. 1142
16.A.17. b
ENGINEERING
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
Project: Tamarindo
Date: July 24, 2020
Estimated By: John Williams
Checked By: John Williams
STORM DRAINAGE
UNIT
DESCRIPTION
UNIT
QUANTITY
TOTAL
COST
D-23
18" FES
EA
3
$1,000.00
$3,000.00
D-24
24" FES
EA
3
$1,200.00
$3,600.00
D-25
30" FES
EA
4
$1,500.00
$6,000.00
D-26
36" FES
EA
2
$1,800.00
$3,600.00
D-27
24" Headwall
EA
1
$1,000.00
$1,000.00
Storm Drainage Sub -Total
$967,485.00
Q
K:\2012\120030.02.01 Rockedge PPL & ERP\0005 Civil Eng. Design Con st. Plans & ERP\Calculations\Quantities\2020-07-24 OPC 7/23/2020
Storm Drainage 4:55 PM
Packet Pg. 1143
16.A.17. b
ENGINEERING
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
Project: Tamarindo
Date: July 24, 2020
Estimated By: John Williams
Checked By: John Williams
PAVING AND GRADING
DESCRIPTION
I UNIT
QUANTITY
UNIT
TOTAL
COST
P-1
12" Stabilized Subgrade (LBR 40)
SY
31,486
$2.39
$75,251.54
P-2
8" Limerock Base (LBR 100)
SY
26,762
$9.80
$262,267.60
P-3
3/4" Type S-III ACSC (1st Lift)
SY
26,762
$4.75
$127,119.50
P-4
3/4" Type S-III ACSC (Final Lift)
SY
26,762
$5.40
$144,514.80
P-5
Concrete Valley Gutter
LF
20,962
$8.00
$167,696.00
P-6
Type'A' Curb
LF
632
$10.00
$6,320.00
P-7
Type'F' Curb
LF
513
$9.12
$4,678.56
P-8
Type'D' Curb
LF
260
$11.00
$2,860.00
P-9
12" Ribbon Curb
LF
145
$18.00
$2,610.00
P-10
24" Ribbon Curb
LF
90
$28.00
$2,520.00
P-11
5' Sidewalk
LF
21,401
$13.00
$278,213.00
P-12
ADA Curb Ramps
EA
26
$325.00
$8,450.00
P-13
Sod (2' Strip between curb and sidewalk)
SY
4,830
$2.15
$10,384.50
P-13
Street Lights
EA
58
$1,700.00
$98,600.00
P-14
Signing and Striping
LS
1
$7,500.00
$7,500.00
Paving and Grading Sub -Total $1,198,985.50
r
Q
K:\2012\120030.02.01 Rockedge PPL & ERP\0005 Civil Eng. Design Con st. Plans & ERP\Calculations\Quantities\2020-07-24 OPC 7/23/2020
Paving & Grading 4:55 PM
Packet Pg. 1144
16.A.17. b
ENGINEERING
State of Florida Business Certificate No. EB-0007663
Engineer's Opinion of Probable Costs
Project: Tamarindo
Date: July 24, 2020
Estimated By: John Williams
Checked By: John Williams
ROW AND TURNLANE IMPROVEMENTS
DESCRIPTION
I UNIT
QUANTITY
UNIT
TOTAL
COST
0-1
12" Stabilized Subgrade
SY
513
$2.39
$1,226.07
0-2
8" Limerock Base (Primed)
SY
475
$15.00
$7,125.00
0-3
1.5" SP-12.5 Structural Course
SY
435
$9.50
$4,132.50
0-4
1" SP-9.5 Structural Course
SY
435
$6.50
$2,827.50
0-5
Mill and Pavement Restoration
SY
500
$10.00
$5,000.00
0-6
15" RCP
LF
192
$24.00
$4,608.00
0-7
FDOT Type "C" Bubble -up
LF
1
$4,000.00
$4,000.00
0-8
15" MES
EA
2
$800.00
$1,600.00
0-9
Turn Lane Striping (includes removal of existing)
LS
1
$3,000.00
$3,000.00
0-10
Street Lights
EA
2
$1,700.00
$3,400.00
0-11
Mainenance of Traffic
LS
1
$3,500.00
$3,500.00
ROW and Turnlane Improvements Sub -Total $40,419.07
Q
K:\2012\120030.02.01 Rockedge PPL & ERP\0005 Civil Eng. Design Con st. Plans & ERP\Calculations\Quantities\2020-07-24 OPC 7/23/2020
ROW & Turnlane 4:55 PM
Packet Pg. 1145
(4155Z000 OZ-1d jegwnN uol;eollddd) opulaeua UIBId Pull MEL) deal Jeld :IuGwt4oe;l
= i o
Z YOwo h�
r Z oj926-LLJ
_
�IU/Iwp Q� W NSA -
= oQgoQx 02 0 -_
(n azaw�3w�m
Y zz - w LLwpo3
p QmQoo ° go ° z
-mzoWm pow €o=m &p:eoa
� �'
g �w�aa= �w
_o
� -�� gip= £� wl �w
of m �p<
yam-�
� °osLL mU o� oh �. oa JoQ
8a
<ozow ao " LL lo 1&a £g6p Foa
z
_c>}mN Z t pz � w�°` ammLLwom F j%
li'd
S�3az�� a woo _ 3I3ti a5
�Qomwo�N 3 ¢ SowWo Si"
4a��oo a mw =wapw=
p a� a 6 5`
2pz= < ?a im z mono :5s
ow��Qoo o w �� - o m 3k z opot €�aowo p w�`2p�<[/a'-3-�
zri'aattrc n c7 <Z ¢"-'�N�_ '<d Vo y 3a
< w 'm p mo a l x� c°�� g yUm o m�wagp
z as a z s z
o 'o x- o_ 'o _ 'o - Cw LL o 0 3
Q ci o �.. o o o �o �< o Go
w
(O
N
w
a ��
< N O
G
F_ =-
� Z
O vF -g _a
¢ as Nvoaow a o
M 33ddtl 3506 mRo
a p a o 'z A 0
o" OJ " £<°5 -
Z o LL N �o �� _ kE o �z
0 Z € €�" _ _ W - o_
Z O N� joz 6 6 p - o zo ��
Er co =
QZ O NI aaie a3a ° m w'-
Q s - o s$ s �m s
C o�� z
z � < z - w � G
G w x z G a
��w z m
Q U J _ o iW' dJ= m_ Yz wko - 3 3 o kw aka
W J ame a111—
Cn O as 3NaoH�,yN L�W�W ow - w Wo �o °yY� oz ao =zl
Z U N co W z oo iGooNa k<wo _ m w ono"
o
owz� <���LLY�owN� w s=<
H Lo b''> a u o a35= - <ap`ga rc�W�3" _$Po _ ° gw = W - _
z ,$= psn" - o� -
Q - �> -
U-Ups o
saaoam mhow;��. ,� m. ;� - Z -
J z U _
Z _mr 3 m 3 n< m° rumr z m
O
w wQ h 90.1 _ao w ��N s Rod e
= sw A9 zo� 9a p o
zas s.W�m
° p -s
s. op M _ w odpw o wpo a
og = p s aoN n po=s ti V o o
3pp FFW ow ao-'s=w=w=z Nssw=m w o
o osE o w m m'wm�w m zo ° p o
o g g 3 o _ENO-
„oo a��=� p m"m�8
5, m
' - o w " <" € ° t < o to ..
°Yo<p mW -'_� ` ��" cw yUoc
�mBQ i g'
3a
� � YLL ao 3�aa=" w� � . = m �tio
<g o b o ga<,�� °mow <� ° Fn �o� _�E ww . - o o _
s o m 3 ."�so om Wm �� w�� a o op d'y�o-a w o z.
g G 5p i on W p"oo W .o " ,w-.2U '_ ; � ! �iH
o m g < p sows o ?s3p- �o wo o&.'aoa v. LL C "' w o - -
'` Wuw , grc 6' " 5a &Cswg� 'z3 >u r� o z w op .'. o z -
0 os o 12 W a o�ob i m o'm7° d W =za-°
a a s p a n z Am s;& zw=H" c\ z =" a s o< m g
8boo = - o mo YEN W
wyou'" o m 5a=€¢ m3o m <Y ? wy��F_ <g p� o "��=w- _
w a` o=aw o o ozssse x oz_ ° y o "=z�s _pxon =oz= wow z o 0
5 o m ~_Cm�up�'o �o f 3 = W o - _ y oZ
?�s _ - pw -
_ is
F w§ pc p 3 ao=F o� g ompoLL o ° 3 3 a .o a s �'s ��
o m. <F3""+'"e m_ox""+h� U_: lH" a< o_o o:�`< a �. _�rm4"+o"< :$<e
MWIX-1IXIOf lld / %OOIX-%OO( 500
d
�Y95Z0006lll jegwnN uol;eollla ddV) opueW8.1 eld Pull 60lll dew
bWild :;uauay�e;�
ou zo spy p p zz
op - o w e� �� p p m _~
ow w sp
<Q3� -o p wm o - ° ° N� oNos ° _ -to °` °�� �o
�Wo - wow =�w
_ wo° - o - - - fps-p� :owe
O asF, - mw - LL �, �ww o���nLL��
p 6t`� - m ° _ o ° _ ° ° =w 4ip€= ° mew o -
CO 3o ewewwN �� ogJww�w m w�wt,L _ �aomo� =g �3n3a _
QH F m� - - - .. .. _ ' _ '�o - J� oho
m��� so - �� oo�=owe„w - wo
5LL �Nm6m Nay a3�3�� 3mOr�- ���� Who o�w'rvx�o - �N - -��
" _ w alp - - goo Aoo o'�$ �j _ =5�ao dr
I^�w Apow�� w 3ww iz" w°Qw wul3zw w
_ - i�o uu�i _
I.� Nnam nna im¢ c,nam - - m¢ �o
aU mU� 3rc,Errv,ri rcr]� r? rm �coirzzvi�mzmr,n zcnrzmm �mmmrmww rzmm �a r3oo �zzm rz°�irn r3��m w_ a mm
gLL
.SCSL9 M1Le£.91.105 I ,fG SL9 M,9l,b 1.106
_gLLg I _ quo 'r.
CL
�Jm'UO
LaL.I LOLU
Z Cn I
.6l'eZ£ 3„BE.Ol.ION I w — lb'LL9 M,9S.fi0108-m
m m I I �, h ZZl 101 � I a3]J09,9. — - - - - _ -
D azIII or 3dA1.Sl
In
m r r " ¢
O I r z OZI 101 I U OOl 31l1—
° m z
O N LL a fill 101 £Z1 101 ' III Z9 10 fS 101
r) O a i t i n Hll 101 iI bZ 101 £9 101 9 101 bz 101 zs 10 z
EL O ^'__ Ia9 lol cz lol of lol —s6'sfa M,bo�fia.lo_ -p
h
0 l 101 9Zl 101 IS9 101 9Z 101 - — 01 96id� - I
Qz m = z SII 101 _�NIWW _ 99 101 Zf 101 Bf 101 ! a �;
Z
O
I
Z Qt Zll 101 ZLI lOI �� L9101 9£101 ° om�'^ a
iZ) a= m M.,6OP1.B$ZO£.10$ OL1l1l llO011 I 6=9L 101 °0 I'° Lf lJ101 3 8-9101 f 101 Coln)(V w O W
�
J A.o-'fOfl09 ma
W=
Ip "o o r 89l 101 09! 101 LL 101 ° 0~ ,O , o o Iw
i J 3 l
w o 0 0 0 o HOl 101 I$ 6 ui
�f,f J ° L9l 101 K lbl 101 m zL loll
CD0 on_F __ �__
U r— _ Zbl 101 I £L 101 � =
gio Ila ZOl 101 �I � fe � Lbl loll 9L 101 , y0<Ot\\\ z / �3 �on � n
W lOL 101 o L = I _Ol
(„) r fifi lol " � � Lc lol z - �•s ` \ \ � \\ I a. Q I
Its ab yol - aL loll & o S y �ovot //,� o
In oarvlwwvl of
p r P `�9 o 0 o a3JJn8..0.
-IX
Q 3d41,S1 J J (�J 3, 10.10.1ON3� 13W3..0O3 l0. LON rc
CID
3� W F wnz wNyml
cn s� W W�� waa PI
m
&a ��^www„ am -
Q 2 Iel lol loz lol W,_€� ° " ixL 10va1 r �
N Z8L 101 I ZOZ lol Cf) ° _ np
—
w 6 £8L 101 OZ 101 U
4 ,80'z99 3.Sb,8800N - - - -�
13 rc 481 101 OZ 101
=H110,_------______________1==========3�-aalea3d=====-1 I
°�I way SOZ 10l --,---
pli Wum�.oa _ 98L 101 OZ lOI OZ l,l
LH1101
rc I$ol IpG°o�o ww m I I
I rni�aa 60Z 101 w CLL I Y
rco onoa ino �
S I � 68l 101 I "
6L 101 ? ll 101 m .f l'099 M.fiZ,9S.00H
m - a3ddne„e„
Oil Ibl lol � II, I,
lol 3a1,sL
orrr zz Z6l 101 ml 00 3dA1,Sl of
-Z -0
W zfZ 101 E£Z 101
I I waaa az pw' . 61101 aIw � �
C l2 101 W lfZ 101 9£Z 101 x a�
m Iz .1 W
III ""w a � ' 6Lbl l slz l0 2 � -I"' o£z lol s£i lol W n' w w Ii
" ' 6ZZ y0l 9LZ 101 2 m
d o 61 101 94Z lOI ,60'6Z£ M„Z 1,65.005 U — — a .60'6Zf 0-1
1 8ZZ 101 Lfz 101 ° M,zl,bS.00H m
I ww �'^ L6L 101 lZ 101 — ml _
n l ZI bl loll lz lol 1 Lzz loll Hfz lol g n g
I I '3^ - EI r 1 3 az lol n 1
I I I w ¢ � I al 66L 101 6lZ 101 I 9ZZ 101 6fZ 101 - � � � I� o
,,6I
Ltj z s ISz 101 z a31JnH,V,
`�NLLm 30
mwa -- --
F------------�s8wmn ------
--------
I I
I 1
(MUO)ONVA31nos U311100Z.
za n $o eSz
w000c-woa rw / waoa-woos 500
d
G
\
Nifi;e 6a
-
11
77
V` n
I
90EI1 '�
3,90 SZ.00N
h
to
R
bpi
0011m
3,90,SZAON
in 6'Sfb M.60,60.105
Q 12 �I _�w IR 0 0 _ —
W � tea^ J _ _ — — — — — — — — — — — — — — — —
_ ^ ,ff'88 0 ,Z9'lSf M,60,60.105 — — — — —
,S6'6E4 M.60.60.105
(3co
tl0'30 'MO/,OS)- l£'684 3_60,60.1ON - _ _ \ n a 3B1 ,51-7 W a ,BL11E 36060101 i I
Z
z
mom
U
N Nr
o-
W
�17
O
��
Q
I
IL
IT _69'La _
4/
nP
_,9995
_OZ'bS
,OZ'bS
,OZ'OS
nl
m
3..90,SZAON
n
o
on b�
�-
;OOfIr — n
V�
V,f6'Ss
30,5'L
30,5'L
�'S��$
£0'1B13606010
,OZ'45
,OZ'45
ZyJ
�
N
/mph _ .. ra
m � � „CpI ioo I �
Z LL ^ u �^ J o
Z} In" c j es.ss osJzs 6SJ ozo
�Y F h� aSON N 3.SS 1Z.00N
Q Z O \ om wF n m w -do,
IJ LI
Q ~
W J �J SBl ,OB'fOf M.61,S0.105 a O
O A
W�
sP.
£s / % aP \ \ ra pLn
p o ti-e I
m
w
Q $ dim `�ye"`y °s 5< .E \o "\
�zw \.y, �o - e
y "Oe. -
saEZ"s,o.,e osi "sm \ y0ao.a � a '---2e--- __ l
, \ e n � _____________mil �
�- so �ob�a6 off@.
rosJ \ sroJ z .Oz'os N .i£ o[ u0
66 3,84,OO.-ON O46 v a W l
29'66 G50�
�� �m h• \6j .9--� 3,Bb,00.l ON n p¢
c8Y �, Iola W JI
381, Z,
N g N ,oz
9
S S.se'£s�-.9olc_ _ — s-—,s£'6£ ..osas- �os —oa
W WHIP
0^oc- o �om \ .£L'11Z 3, 10.10.10N ,f6'69Z .lO 3„LO.ION
ry dal
na'^J€ci ci o vo \ 86'81Z 3.10.10.1ON
OSI .01'ZOE 3,LO,IO.LON 4
Y ¢ y'� _ _ KZ'0d Z£ L"0 M/H OtlOtl 0£ 3J 3 A
NON035 'b/1 30 b/1 5531 p�m
s < - 0'Sl Nl 3Sotll3W 10'ZOE 3,L0,10.1ON V WI
¢ W In r S8l o �fZ 'M'S 3H1 __![�
W a< m LL N .ZO'Z9 M„6 t,S0.105 J .1.1 3H1 30 3H1 30 Z/l 'S 3H1 30 3NIl 153M -
¢N
SIHl 30 liltld r lON) ry d
Od ' O z 80
_ LL 800080££400 ON 13J8tld A n
M0N(-1IXIOf lld
U)
w
19
N
W
0
Z
O
In Q
I1 _
Ir
p o
Z �
Z_ o
Z
N =
Z O
OQ
(n O
ZU
0
W
Q
U
O
_3
Z
O
U)
in
m
Z)
Q
(419SZ000660Z-1d jagwnN uol;eollddd) opulae BI-Wld IBU1A : MEL) dew;eld :Iuawlipell
ti
r
(1V101) ,9Z'9S9 M,4l,b 1.105
I-
-
I
y
n
I
o
I
:a
O Z
n
NI Ua
I
I
I
A
l
1
1
zp o o�LL
v U w � $$
I Sal ,OZ J -
I IoJ
I (-d SIHl V 1ON) d0 latld ry W
I (1Vld 19611 dOd�86 i10 N) rc�
6ZL Od 'sZ05 tl0 O a W
1000009£900 'ON 130atld 1000Z6Sf900 'ON l3JYVd IN
(-Oj W
I ,I6'LI9 M.9S.60.105o W
(1tl101).6£'LLS 3„95.60.1ON z
—OZ OS =
TI m u
o aSdd ,SZ
391 ,St on mod° C 3 V ,SZ'9f ,OZ'4S ,OZ'bS ,OZ'05 m
I w N ,zr00,
(3N0 ONtl '3Nd '31
Oa Q 'l162 y ,ZS'OOZ 3.2£,60.1ON
I PT31/30.5 'BtF 90, Gh '' ,ZS'OOZ d0013TIAfltl3fl
�. c ,88_66 M,Zf.60.106 ,£9'OOL M_Zf.60.10�
htllol .ss99z ! sf lo.loN " d� o ,00£l1 N � w" o„
9SJ <�1 a M.Zs,Ol.0p5 p
' (1V101),9Z"9f£ M,Sf, IO.I ON bO
OZ-'bw0S ,,In OZ'OS 3-OnI IJ >3 .`i N�a "O,M
llsz.
00E0,—f M.OSOOS
30d.O1
OSZ1
jw ism.00s
3.zs,muoN
of
,m ✓� o y of 0 w �N S6'bZl 90 SZA09
27'5'oE " H W oe
ow� m i o 31/30.G S-. 30d,O1
OZ'bS OZ'9S OZAS r601J �gOIJ'� "o ,0O£I1
fSb f, N \ asdd M.i$AI.DD$ I Nd,01 GB.tit or!
(1tl101) (3'0'0 ONV "3'N'd "3'1 " FOIJ <O[J\f Z r 3,ZS,Ol.00N "
,SB'bZl M,90,SZA06
— - .Q )� _ iD 31/30.5
halop 3N0'l OONIU vgvI " \ \ \ fS0 ,95'65 `say pi"- �� f fi az e 0 8
9' S9 O.l N SO(J jZIJ� — 3_ZS,OI_ON—@9— a ,OO 99N J�' SZ
ry,OZ'bS _OZ'45 .OZ OS ,SS9_ 9l lJ �� ZOl G wN " wrc
,LL'9Ll .l5'9ll 3,ZS,Ol.00N .SL'bZl M,90,SZ.005 _�
�[J 2 OFZJ (30J ONtl '3Nd '31
3tl '30 'M/a ,OS) BZZJ�1�`Q2u \[A�'dy°y>
of n � ZEZJ--�1,55'6Gl M.ZS.O1.005 lba iJbtli � ^1�_ JbUl`�N'�°l
�
n ✓1 $e `Z 3Ntll OONItltlWtll BZZJ < BB J bl'F�la n w o� n
uuyy /—MTOTEKW
�r ry wn ww m wm w_
on 1P 9
W3I/30.5
30,5'L 30,5'C m d,01
'L
,0,'s ,OZ'bg ",OZ'OS ".6Z'O9 Nbm a 00'Sfl 3,ZS,G 1.005 30,00SZl M.ZS,LIADN w e z
I (—Di) ,99'6Sf M.Sf.IO.ION
3Nd,Ol Q roil w 0W N �4i a •�� 3 B ��
W¢oo
N31/30.5+1 n O°d
W =n o OFlnw on m 9 3 wory^ �f
UI O'SEl 3„ZS,—.A ,00'9Z t M.ZS,LIAON oo oo yg gFN ^h99 O "�
Q i " ow vv nn" rOS
I- �- .00'SEl 3„ZS,G LA05 a 0 ,00'SZt M,ZS,LIAON ^mil J t�J
Z we�ry¢a_ I 3 .00'Sf13,ZS,G 1.005 N1 700'—M,Z9..LIAON Qzm �5
W aON o^ h ZI roim a /�4�J�
zs, Lo0s "L J33HS 33S 3NIlHOiM
W aamg¢_= L 132HS 33S3NnHO1tlW
1000IX-1IXIOf lld / %OOIX-%OO( 500
v
ti
(419SZ000660Z-1d jegwnN uol;eollddd) opulae BI-Wld IBU1A MEL) dew;eld :juGWt43e;a
� .SC'SL9 M„8£.91.10H (1b101) �
,£L'SL9 M,b t,b l.t05
Q,96'959 3„Hf,91.1ON
Li
3~ �°
O
0
O
m
g
n
0
a
5
i
=w
v
5
V
Iw
f
x
�
W
w
I"
U
LU
IQ
z
W
I�
U)m
(n
Qo
W
ow
CO
o
Ow
NQ
,bl'HZ£ 3.H£,OI.LON
a o
3,8£.OI.ION
=w
4a i
O
Z ocr
I
.6l'eZ£
,lH'S61 M.$£.10.19N
o. o b= a
—A—
Z
O
rU
_
/Y
z
o�
`N� mgja«
Q
N
O
I
,Z9 SZl 3.Sf,9S.005
K waw m
3 9£,, 95.OQ5 Lnd,01 rc
of
oW
U a 8'00 :i ry
Z
a 31/30.5
} 00—�S£
I
OW
.49'fZ1 3
p
a u
W-i
V
?mil
.Sf,9S.008
m ^�"/0,06'LZL
Q
Z wO
3
(dN) M,S ION
ry
W
£
z Np
om
°rn m
zm m in
O;SZ'9BZ1
food
IO.LON
Z
3m
J
S£OZ'OSN'
O
ao
o
bS'fil 3„S£,9S.pOs
In
,lL'Z4l M.S£,9SAON
Q
1
aN
O
on
3.S£,9SA0H
n
I
of Fn
on r>is'r
n 31d.Ol
:r
m
a
,ZS'fZl
,IZ'Z91 M.SE,9S.00N
n
�m
Ui
I
o
m
a
1�=
=
s�
z r ,OS'£ZL 3.5£,9SA05
m
u
l om
—
— — —
t'L777,11F I L s£ ON
6£'09
OZ'OS
OZ'oS
¢�
m
-
o N ('3'n'J ONV 3'n'd '31 '
(lvlol),I9'£sa M.sf,la.loN
al
IQ m o
Ilrc a
F�
o"
L3.S£,95.005
n 3VL-CIt11o" OS) ZVl0!).69'fOS M,Sf,t0.lON
�� - — - —
rom
,4'EZl
3Ntll OONR1tlWtll
(lVioA ,9cfSb Msf,to.LON
OS
,OZ_OS
�^
3 S£,9SA05
m
o0
0 a
m
jj
.S4'£Zl
r
w
to O�Qu
of �e
S ,o0'sfl 3S£,9s.0o5 n
^
r om
,£b'fZl 3.5£,9SA05
$
Q~
"oo
ry
E,9SA05
,00'S£L 3.9
m m
-'�
1K� I 1
39l ,9l
,Ib'£Zl 3„5£,95.00809
N
< n o^ N
m
.oZ'OS .0Z'OS
(1V101) .99'6Sf M.$E,10.ION
I n4g I I
~
_
N N !'
bSsiT31T9i30�
W
p
I,ZO"OF
HZ£
h
�( — — — — —
.61 M,O£,SO.LOS
-Hfiil 3-SfTJSA
m'ioV
w
IiA
'L6Z l0 t H
�m n
n
,00'S£t 3,Sf.95.005
<
P.
I
'ory
.
_
J
a
o
m
m
o om
to
n ,00'SfL 3,Sf,9S.00H n
�<
n m
_''.OS'<e
Q
w
3a,nl091
o4n,Ezo
NL,
'£z
Nn
m1�¢
dd
z
z
zj
3ne,mQ
I
..eS$fA,9nSHwaoN
00'11t f
z
6S
—9H,'O4b6'£bS:
9tl
OOa-—
I
tlT1£
b,'1�_meV
0Nad,'Al
'Mdi
oai
�3.£o,9�n5Arvc/
i'Ob'6S T,O6El"-'rlO
3b 303..10,10.1N 3AOO IatlV
�
L (=rEI.e-Nnmr)-
3
91.0H3HS
3
338 3NGG¢fHwo-
OltlW
9133HS 33S 3NIlHJW
1000IX-1IXIOf lld / %OOIX-%OO( 500
ti
(4155Z000660Z-1d jegwnN uol;eollddd) opulae BI-Wld Pull MEL) dew;eld :luGwt43e;j
3W �az� ��saa�a��ggsag��i
W sOLL�LL -
Zalloa
a
zLLJ
�Fo e8b_ebebe
R N= n R m w r
$ $ $ = 0 8
m$ _ _ _ 6 . '. _
& _ - A
U)
LLl S 133HS 33S 3NIlHO1tlW L-Oa10Va1 S�3HS333S �1H�1tlW
o'asE 3,Lp,Lo.tory 3A00 R1VWt/N 1-1 arv) 3sf,9s.00s
N 1I _IGO (3I10 ONtl Ind '31 �� `^
LJ,f 3tl '30 'M/tl ,OS) ,8t'Z6L 3.10,L0.l ON 34
(L w.{6'OOI I�LB_6f ,OZ'4S
30.5� o I
r 30,5'L
,0'SZL 3.tf.9SA05 ^� m �o
of I^ 0 wm w wU S
0^ r b IW
O p `o_n m h oe on on o N h
Ilw
M. LO, to .I pS 69L0 IW
LD Q a of N 0 lTlf A35 '.£t'!9- ',oi"45f `� —-,OZ'OS- ,OZ'0 ,84'Slt 3. t0,L0.10N OLIO C215 9LZ0 W
aQ N _ — — �fl'69 _ OZ'95 OZ'b S n z
v o T N — — ,OZ'4S ,OZ'OS lZZO
oN r _ h 2
' F
Z n ^,00'SZl 3, 1f,9SA0S ''
Z
/Y Zo ,00'SLI 3. L£.95.005 �j
L.L Lv% sL �s2 1 Nd,OI v+ 3p,S'L m z
SQ Z m �W z 31/30.5 N ,oZ'OS N ,OZAS N�OZ OS OZ 45� OZ'bS N ,OZ'OS N o ZLZO L213 C216 6S L00 N
G o.
O ir m pam v�i on m (3No ONV'30d'31 .f9'9Sf M,10,10.L05 _ C162
4 HlO Zi M.iO
,Oto.l
W J AVM 3lVHllOd Ot 60
5256 0\l0 .f9'95£10,1 ll iC152 OSIO .b£'
iii O I � I E9 Lb _.OZ_pS _'OS OZOZ'OS M„oZ45
Z U w w 0 30.5'L u
,ZE'99 ,OZ'OS ,OZ'pS ,oZ'bS
- ,99'pLl ,SC'fS ,oZ'oS
Z ,0Z'bS ,OZ'OS ,OZ'OS ,OZ OS ,OZ OS ,Sf'C9
,98'L9L M„lO. LO.LOS
U) 1 ;p
0 01 4 w
d I 3psl
m i -
Z)r w1 is �`p PIZ. i Iwl_ p I�
Cl)im �1 w��I�Ico 0
1 a ICI
III N z 13.1 9l v F v 30d.01 I� 11�
,L6 'z
ppl no ,ZO849 M,Io.lo.l05 ,S6'ffl M,LO.l0.t05
deal a r H
wnl ya .SL'EEl 3,9S.LZAOS � �
3 I F
��I W
w pn „p Z
F 5—6L'L£l-7 45 LZMS
U
31/30.5'L m �
,ZO'Of '� .Sl'L49 3„Sb.8S.00N o^,�
_ ,80'Z99 3,Sb,BS.00N r
❑il i 4 ^ o` N n
I O3 yw I p�m n,BZ'££l 3.9S.LZ.005 � m�
Kol 1. all �' Uld SIHl dO laVd V ION) oo� dw¢m e� no
Ni .I LL9£ 'Od '0£9a '210 I (1Vld SIHl j0 121Vd V ION) - -m
I OM21v o^II b000Z9b£b00'ON l308Vd L000915£400 'ON 130dVd _
y bl'££t 3.9S.LZ.005
II ml �o'I II ocl mo Ion
I
I I I z o � ,66'ZEI 3,.95 LZ.p05
I I
8133HS 33S 3NIlH01tlW
wma-woa lld / I000f%-waa soa
d
(419SZ000660Z-1d jegwnN uol;eollddd) opulae BI-Wld Pull MEL) dew;eld :Iuewt4oell
N�a.00=
i�w,
Z ¢LLuri�3aC
r 4v�
> 133HS 33S 3NnHOiVW
_6133HHS 33S 3NIlHO1tlW sy
1
iA
U)
,0 3,aLL 5
�N
Q
LU
F
a -n Icy Qw¢ "
~ or '�^
"
you
y
m ,00'SfL 3,ZS,L LA05 w�o^
'00'SZL
M,ZS,L lAON
31 30,5
LL
LU
0
z
W
Z
II
F ,00'S£L 3,ZS,C lAOs
SZl
M,ZS.LLAON
O
— — �
no
-
o hr
�
Lo Q
-
- - I$21
,00 SZl
M.ZS.L l.00N 1.a
EL p
= "I
Nm ma
sry
o
m
m
Z LL
m
o,OZ'OS
"
9Z .SZ ro
" 0,02'4S
,00'szl
M.zs,un0w
LL
Z
O }
WTI
,OZ'OS OZ OS ,OZ'bs
6
rp
F
Z
"
.L6 Hbf M. LO,l0.L05
(3n0 ONtl 'and �h5
J r
O
l6'Bbf M,l0.10.105 3tl '30'lil ,OW
M.io°�o.ios se'E¢M.io,lolos — l-°a lodal
QN
Z
c`�
f£ziZ M 10,10.los kVM31VHilOd
ni -
ep.os` zN
°om
F
—'os ,os _ z'os .62b
00
O
~
O
6E� m
p
W
T
m m " Q
z
"
31/30.5-1
Q
L£l 0'Z£f 3,IO,l0.lON
,OZ'OS .
§ £61
Q3
46l m ,l0'Zf£ 3„10.10.1ON
n
�CZ
J
'3'S
NO—S '9/l 'M'S 3H1 JO b/L
3H1 JO 4/1 'MS 3H1 JO Z/L 'S 3H1 JO 3Nn 1S3M
p
�I p°a
w
�mp al
�m
o
QI Pao of
lo
o
I"
Cl)
tj�iO ,4s'Zfl Nw l0.l0.l Os zn
W=
o ,'LL1 M.lO,l0—
N ry h 3nd,Ol o u
W.W.
"
,OS'Lll 3.99,LZAOS
- 31 30,5'L-1
o
Q
sTR T9fZlabS" g�
¢dWW
a
NOS'L l L 3,9S,LZ.005 r a ~-
—
n .OS'LLl 3,9S,LZ.005 0 � n
LLL 3.9S,LZAOS
o
v
"I.OS'Lll 3 S,LZA05
_a
N 8133HS 33S 3NIlHO1tlW
1000IX-1 1la / % -% 5
d
ti
(419SZ000660Z-1d jegwnN uol;eollddd) opulae BI-Wld Pull MEL) dew;eld :IuewLloell
6.
-
Q
r 30d g3ac in
z
= ly 32'n3? m A S S S
Y �
O
O
m
H
g
�oo�o - ashsa�8"gn8 �aam�aa$nn
4
a.§e eye$$$$$$$$
a-
9133HS 335 3NIlHO1tlW
L 133HS3S 3NnHD1VW
0 31/30,5'L mr _
,OS'Lll oLLS,LZ. S
o
I
m
o
om
��
d381 ,S1
,4H"Z£l 3„9S,LZ.005
M.
o
I
Q
_
,OSLII ,LZ,OOS
l
LU
CD
,OL'Z. 3,9S,LZA05 m m
�m
m
IN
W
o
of
m
m� R
,OS'LlL P,95,LZA05
oao m
(ltlld SIHl d0 1NVd V I
2
m N
oZIZf o C69Z
0000 'aoON) m��lv'
d Z
Z£1 3.9S,LZ.00s N
O
�m
Is
0
a
,OS'Lll 3.9S,LZ.005
Z'
�FmIH
vm
oe n _ = of
,09'Lll 3.9S,LZ.00S
om
o 38l ,SI
m (1tl101),£l'099 M6Z,9S.005
o,09'6013,61,95.00N
«
-
bZl
O
o� nm
w
�I.._9Z'Cll 3„95,LZA05 m
pm
�✓�
M
3B1,51 0 m. NOMHOO)
NQ
Sb 1Jtltl1
IL Q
< a
31/30.5'L qn 3nd.0 a
,OS'Lll 3,9S,LZA05
o
09 HO1 M.82,OS.005
qg
c�-n 0
a�m to I
oh n of
L 39S�,A0nOZJ
o
v
Z
e
0S1 3..9S.Z0
31Z30.9
�^
0_
«
zMo�rm2
0505
Z
0
Ig
3nd,Ol_ w
LLo€o IWN
,9639LAOS
SaO
O rm i$
Q
(h
(V
O
O z
=
wo to -MIASL
o m
l 3.LLS.LZ.005
N
��
N o� wu
N ,8Z'1CI M.BZ,OSAOS m o0
Z
Q
on
J of �m m _ o
F x z `o93CI d`4 �A
rm
o-
'm 31/30,5'
M
rca
n O r
i �LLw
O
W
.OS'Llt 3,LLS.LZ.008
ra
g $m m
o�>�n--
W
,IZ'0C1 M9Z,OSA6S n
LU J
ml
m
m t3-- m ?�
O
w
m
9l4 3.95,LZ.005 r
d a
p
Oa fp- n
au b
o mW
•091C 13,.BS,LZAOS
1
��m
omQSA0
r wl III
ml
o mFOm n
�w
`!
1�-a TT6Zr
W
�4 i wl
3„9S,LZA05 m wGp d
Om
Q
O<� "O
,OS'9l1 4fpw
R
,OS'LL13,9S.LZ.005
,60"6Zf M.Z 1,45.005
om h
vw o
m
Q
6or
oN I
N Illi�
Im
oN iT
_66'bS BIZ OS
45. BIZ 9S_ ,lZ'0
BIZ OS rc
,SO'BZl M.BZ.OS.00sr
J
,9£'91l 3.99,LZ.00S 3fld,Ol
3,9LL.LZAOSw
$ 'or
Z
O
oz
.-1
o m 3Odo of
om
,OS'Lll
W
q
ah
m nIr
m m m
a
m m om m
_ awl Jm
w-�ca
'''777�I/30.5'L �vmi
m f
n << al a 3f1d,01
3F - III
.l Z'9I l 3,9S.LZA05 m
.OS'L1l 3,11 LZA09M9LAS.00S
om
mm
om
o
m WI
mN
awl a
`om'-S.00N
w
Q
u'�rrc
,88'L113,9S,LZ.005 .60'£6
y3Bl ,St o� eJ
,09'bS ,OZ'0S ,OZ'bS ,OZ'45 AS
AL
(311'0 "3'N'd ,60'ZSS 3,BZ,OSAON
0Ntl
'3'I "3'V '3'0 'M/tl .OS) ,60'ZO9 3.HZ,OS.pON
W
,OZ'OS ,BC'£z ,86'10I 3,eZ,OJO
Jr g\
,C6'Sll 3.SZ,0S.00N
NI AW 30V
9
el
L
- - - - - - - -
m _ _ _ _ _
_ _ OLl
-----
691
N
_-
(lb 1) .60'9Z01 M9Z,OSA6$ 49l
S91 N
-
rc L
mm
m m
m L9l
,ZO'l28 3.fS.IS.00N
----,f9'49
--------- n 291�-_
-
rc
`�w^�n�
Nzn-
�
N101 ,f0'Z991 3.£S,1S.00N
rc _yIamI*I
mIII
__n ___________________
_
sgyp<.=Jm
I I
m dm
___________y
______________________
M-z
a znrc I II
a�nn
f�o
I I �
- - - - _ 111_
_ _ _
v oa
ANd �ll9d
fl
608
3V
'Od 'LlL 01 1
301M-,0 £
I
_ _ _ - -
(fli1tlA31f1O9 il3111Oo) lS8'tl'o
� L - - - - - - - - -
�po
3eo
w000c-1 1l / w -% 5
d
ti
((b55Z0006WZ-ld jegwnN uol;eollddd) opulae BI-Wld Pull : M£6) dew;eld :Iuewt4oell
W YOLLNa o $ 'o
O 40
m 7 W w? m T f
m
H
FZ
U)
W
(9
N
W
0
Z
2
H
O
N Q
IL
zqg
p o
0 Z LL
Z OF
z
N =
Q Z O
Z o or
U -i
(n O
Z_U
0
W
F
Q
U
O
z
O
U)
0
m
Z)
(lbld 91N1 10 Ulbd b lON)
ZZfZ 'Od 'L'tl'0
0000H9f£400 ON N 1—
�
1
000
S z I zo
di3„9E,ZIAON
z
ml
�Op
z30 S'Ly
z�30.S'L
n N 02 0 OZO—mil"
Iumi w
011 3 ZOS 00 ZSS OZ OS
,00 bLf 3,gZ,pSAON
OZ S
OZ S OZ OS
(3n0 ONb'3ndH '31
g610 0 99 6 0
Z610 431�
SS'0<
'll
m i
3,9£.ZIAOWlN
N _ —�
_ _ 00'bZb 3,.Hi,OSAON 3tl '30 'M/,OS) 96 0 3„gZ.OSAON
— — — — — — I
�
(1tl101 ,60'9ZOl M,HZ,OS.00H
651
— �C610
NI AVG 30%D N
O6'30'S4'
9610 4}.23' S610 �
n
J
m N� u
�
m n
e1
¢
d r
3Hl 0
_--_-------
LSl SSl
----------------1
: m
£fl bfl
.l0'I ll 3,ES,lSAON
,01 z
`
n
.ZO'lZH 3,£S,IS.00N HZI m
m
(N101),f0Z691 3,£S,IS.00N
s'
ry
7p_
ww
Ci
_________________o
a
mom
r_____�___
� _ _
m
N4_
< o
�z
��
BBIZ 'Od
Ifsry 'ao l
1N3 39b3
59300b
U0�
Sov
F
Uvm-io-iN0ln Onenal
— J _ 1 _ _ _ _
— _-
_ _ _ _ -- —
i
=I
U
496HO) adm31f108 ?d31110o
m
6�
�I
M -1 1ld / % -% H00
d