HomeMy WebLinkAboutTask Order 10135 b with Murray Smith for Sewer Line Replacement at Gregory Lift StationTASK ORDER NO. 10135.b
Pursuant to the
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
BETWEEN
CITY OF MERIDIAN (OWNER) AND MURRAY, SMITH AND ASSOCIATES, INC
(ENGINEER)
This Task Order is made this day of December, 2015 and entered into by and
between the City of Meridian, a municipal corporation organized under the laws of the
State of Idaho, hereinafter referred to as "City", and accepted by (MURRAY, SMITH
AND ASSOCIATES INC) hereinafter referred to as "Engineer" pursuant to the mutual
promises, covenant and conditions contained in the Master Agreement (Category 2c)
between the above mentioned parties dated October 22, 2013. The Project Name for
this Task Order 10135.b is as follows:
CITY OF MERIDIAN
SEWER LINE REPLACEMENT AT GREGORY LIFT STATION -
DESIGN
PROJECT UNDERSTANDING
The City would like to abandon the Gregory Lift Station, located northeast of the
intersection of NW 91h Avenue and W Carlton Avenue (south of Meridian Middle
School). The City would also like to abandon existing gravity lines located along back
lot lines with no maintenance access for the following locations:
• South of Camellia Ln between NW 11th Street and NW 8th Street
• West of NW 8th Street between W Camellia Lane and W. Carlton Avenue
This will require construction of a new gravity sewer line on W, Washington Drive
between NW 11 th Street and NW 9th Avenue Street, W. Camellia Lane, NW 11 th Street
and NW 12th Avenue. The design will include approximately 2,500 LF of new sewer
line and 48 new sewer services.
Project feasibility investigation has been done in the previous Task Order (10135.a) to
spot-check and determine the feasibility for abandoning the Gregory Lift Station. The
investigation included spot-checking 4 residential service locations being served the Lift
Station and pre -designing the gravity sewer routing.
Task Order 10185.b Sewer Line Replacement At Gregory Lift Station - Design Page 1 of 8
Murray, Smith And Associates, Inc
This SOW builds on the findings determined from the initial investigation to meet the
City's gravity sewer service goals. Field work, full sewer design and development of
construction documents are provided in this SOW. Services during construction are
provided as an optional task. General description of project/services rendered by
Consultant/Engineer.
SCOPE OF WORK
Task 1 —Project Management
Subtask 1.1— Kickoff Meeting
No kickoff meeting is planned to occur. Due to the continuing nature of this project both
MSA and the City are familiar with the project goals, constraints and limits.
Subtask 1.2 — General Project Management and Meetings
The purpose of this task is to manage the project team, schedule, and budget. This
includes monthly invoicing (invoices will include progress in terms of project percent
complete), budget (percent spent and budget remaining) and schedule review, updates,
and general administrative tasks.
At a minimum, MSA's project manager (PM) will hold monthly teleconferences with the
City's PM to provide project status updates. Additional status meetings are described in
the subsequent project tasks.
Monthly invoices will include updates on project schedule and budget.
Task 1 Assumptions
1. One (1) hour per month have been budgeted for project management and
meeting time for the project's eight (8) -month project duration (design only).
2. No MSA travel time will be charged.
Task 1 Deliverables
1. Monthly project updates (submitted with invoice) that summarize each month's
budget, schedule, and work accomplished.
Task 2 — Data Collection
ENGINEER will perform the following tasks as part of a data collection effort prior to
development of design plans and specifications.
Task Order 10135.b Sewer Line Replacement At Gregory Lift Station - Design Page 2 of 8
Murray, Smith And Associates, Inc
Task 2,1- Data Collection
In this task, ENGINEER will review background information provided by the CITY and
may develop a formal data request for any additional information required for
completion of the work. It is anticipated that additional data requests will be made
throughout the project, however the majority of the data required will be requested at
the beginning of the project. MSA will limit the number of data requests that are made
to minimize the required CITY's Staff time.
Task 2.2 - Sewer Service Coordination
MSA will work with the CITY to identify the locations of existing sewer services and
coordinate new sewer service alignment with property owners. Approximately 43 sewer
services will be located as part of this task. These locates will be performed in addition
to the previous 5 sewer service locates for a project total of 48 service connections.
Services will be located by visual inspection of existing cleanouts outside the building
and by locating the service in the crawl space where it exits the building. Service
locations will be marked in the field based on measurements off existing building
features. The budget includes time for a CCTV/locate sub -consultant in cases where
the sewer service location cannot be readily measured from existing features and visual
inspection in the crawl space. There may be cases where the sub -consultant will need
to access the building sewer vent on the roof or remove a toilet to CCTWlocate the line.
Task 2.3 - Sewer Service Survey
MSA will provide survey for the following:
• x,y,z data for the 43 sewer services identified in Task 2.2
• x,y,z data for 5 storm manholes in the project area
• x,y,z data for 3 storm catch basins in the project area.
• x,y,z data for the 4 potholes identified in Task 2.4. Surface elevations will be
provided for these locations
• Land monuments in the project area.
• Roadway curb and gutter and centerline if available.
• Potable water valves, fire hydrants and water meters within the project area.
• Underground utilities as identified by utility locate services
Task Order 10135.b Sewer Line Replacement At Gregory Lift Station - Design Page 3 of 8
Murray, Smith And Associates, Inc
Task Z4 - Potholing
MSA will perform potholing to confirm existing asphalt, base and subbase depths and
confirm location of existing utilities at critical locations in the project area. This task
includes 4 total pothole locations. These locations will require traffic control.
Assumptions
1. ENGINEER and the CITY will identify and collect required data in a timely
manner so as to not impact the project schedule.
2. The data collection does not include survey or excavation to verify number and
location of side sewer connections into the main. This task order assumes that
MSA will locate and survey side sewer cleanouts that are observed from the
surface. In addition, the construction contractor will be required to perform field
verification of all side sewer connections as part of the contract.
3. All work will be based on sewer service locations from the OWNER CCTV tapes
(main line), side sewer location services, observations from site investigations,
and a survey point of the sewer service as it exits the building.
4. ENGINEER will contact ACHD to verify if there are moratoriums on construction
in the project area.
5. SOW assumes that an Ada County Highway District (ACRD) permit for potholing
is required, but the fee will be waived.
6. ENGINEER will send flyers to property owners notifying them of the project. Flyer
will be approved by City prior to delivery to property owners.
7. Make initial contact with property owners (CITY staff may attend).
8. Visit all properties where sewer services will be affected by the project, determine
location of sewer service line and develop preferred sewer service route with
property owner and CITY staff.
9. Survey horizontal locations and ground elevations of existing side sewers at the
exit of existing structures. The ground elevation and data from the sewer service
locate will be used to approximate sewer service elevation.
10. Develop schematic drawing of proposed sewer service route and send to
property owners and CITY for review and approval.
11.A budget of 20 hours for pre -field work, contact of property owners and
documentation of the proposed sewer service routes and a surveyed point of
service connection. Ten, 8 -hour days of fieldwork for one ENGINEER staff are
included in this task.
12.The routes will be field measured and documented with digital photos.
13. ENGINEER will verify water service size and number of services in each box
during field work.
14. Any required permitting fees will be paid by the CITY.
Task Order 10135.b Sewer Line Replacement At Gregory Lift Station - Design Page 4 of 8
Murray, Smith And Associates, Inc
Deliverables
1. Formal data request(s)
Task 3 —Design
ENGINEER will develop concept, 60%, 95% and 100% designs for the work described
in the background section of this SOW. ENGINEER will then develop a construction
package for the improvements.
Task 3.1- Concept Design
MSA will perform a data analysis effort that includes the following tasks:
1. Review CCTV inspection tapes and reports.
2. Analysis of field investigation information.
3. Review of existing plans to assist in identifying locations of existing cleanouts
and side sewers.
4. Review as -built maps for existing utilities (e.g. water, gas, power) in the proposed
project area.
ENGINEER will analyze the previously proposed sewer alignment with the new
information to determine if the route remains viable. Sewer services not serviced by the
previous sewer conceptual design will be included in this concept design.
Conceptual level construction cost estimates will be developed during this task and
used to compare the alternatives.
ENGINEER will present the results of the concept design at a review meeting with the
CITY. Any alternatives alignment options will be presented for selection by the CITY.
Task 3.2 - 60% Design
ENGINEER will develop the 60% design package based on the concept design
presented to the CITY. 60% Design Development will include the following:
® Plan and Profile Sheets
® Standard Notes and Details specific to the project. (Standard details are not
required)
® Erosion and Sediment Control (ESC) plan as required by Idaho Department of
Environmental Quality (IDEQ) and ACHD. (The plan will be reviewed by the City
of Meridian Environmental Division)
® ACHD Variance Request (if required)
® Traffic Control Plan
® Technical Specifications
Task Order 10135.b Sewer Line Replacement At Gregory Lift Station - Design Page 5 of 8
Murray, Smith And Associates, Inc
• Bid Schedule
• Opinion of probable cost for work
Reassessment of design schedule
The 60% design plans and specifications will be submitted to the City for review and
comment by the Development Services and Environmental Divisions. ENGINEER will
attend a meeting with the CITY to review the 60% design package and perform a site
walk through.
Task 3.3 - 959*1 Design Package
ENGINEER will develop a 95% design package based on the comments on the
Concept Design and 60% Design. The 95% design package will include the following
final documents:
• Plan and Profile Sheets
• Erosion and Soil Control Plan (ESC) as required by the City of Meridian, IDEA
and ACHD
• Traffic Control Plan as required by ACHD
• Notes and Details specific to the project, standard details are not required
• Technical Specifications
• Side Sewer Details
• Bid Schedule with quantities
• Opinion of Probable Cost
The 95% plans are assumed to be "bid ready" and are only missing minor CITY, NMID
and ACHD comments and approvals. The 95% design plans and specifications will be
submitted to the City for review and comment by the Development Services and
Environmental Divisions. ENGINEER may attend a meeting with the CITY to review
comments from the 95% design package, if needed. Engineer will provide six hard
copies of the plans and three hard copies of the specifications to the City for review and
comment.
Task 3.5 - 100% Design Package
ENGINEER will finalize the 100% design package based on the comments on the 95%
plans. The 100% design package will include the following FINAL documents with all
the approval stamps and signatures:
• Plan and Profile Sheets
• Erosion and Soil Control Plan (ESC) as required by City of Meridian, IDEQ and
ACRD.
• Traffic Control Plan as required by ACHD and with an ACHD signature
• Notes and Details specific to the project, standard details are not required
• Technical Specification Package
Task Order 10135.b Sewer Line Replacement At Gregory Lift Station - Design Page 6 of S
Murray, Smith And Associates, Inc
® Side Sewer Details
• Bid Schedule
® Opinion of Probable Cost
The 100% design plans and specifications will be submitted to the City for approval
signature and inclusion in the bid package.
Assumptions
1. The entire project will be designed with plan and profiles for traditional open
trench construction.
2. Variance requests for "out of corridor work" will be submitted to ACHD and any
other utilities affected. Approval letters from those utilities will be submitted to
the City of Meridian prior to commencing the 100% design plans.
3. The budget assumes up to four (4) hours of meetings with ACHD and NMID to
review the design packages during the design phase.
4. The CITY will provide a QLPE review of the plans in lieu of submittal to the IDEA.
5. ENGINEER will prepare the Technical Specifications to The Idaho Standards for
Public Works Construction (ISPWC) and CITY supplements and Addenda will be
used as the basis of the Technical Specifications and they will be in the ISPWC
formatting. ISPWC specifications will be referenced and not reproduced in the
specification package. Supplemental technical specifications will be developed
as required. (Specifications will state specifically what points shall be staked with
a reference that the contractor will pay for additional staking or restaking)
6. The CITY will prepare the "front end" bid specification section.
7. The CITY will administer the contract.
8. Plans will be full size (22 -inch x 34 -inch).
9. Any required permitting fees will be paid by the CITY.
Deliverables
1. Concept design, presented in email format.
2. Three (3) hard copies of the 60% and one (1) file in PDF format (to be placed on
the City of Meridian FTP site) design package (plans and technical
specifications)
3. Six (6) hard copies of the 95% design package (plans and technical
specifications)
4. One (1) reproducible copy of the FINAL 100% design package in PDF format to
be placed on the City of Meridian FTP site.
Task Order 10135.b Sewer Line Replacement At Gregory Lift Station - Design Page 7 of 8
Murray, Smith And Associates, Inc
TIME OF COMPLETION and COMPENSATION SCHEDULE
The following schedule is based on a Notice to Proceed (NTP) from the City by
December 2015 and resulting in Final Design being completed by June 2016. A NTP
issued on a different date will change the schedule accordingly.
The Not -To -Exceed amount to complete all services listed above for this Task Order
No. 10135.b is one hundred fifteen three hundred sixty seven dollars ($115,367.00). No
compensation will be paid over the Not -to -Exceed amount without prior written approval
by the City in the form of a Change Order. Any and all travel will only be reimbursed if
pre -approved by the Project Manager, and only per the City of Meridian Travel Policy.
Reimbursable expenses will be paid at cost and only if pre -approved by the Project
Manager. Any travel and/or reimbursables paid will be paid as part of the Not -To -
Exceed Task Order Total per the Compensation and Completion Schedule above.
CITY OF MERIDIAN____—
BY:
TAM Y de � RD, MAYOR
Dated: la 115 bS
Approved by
HOLMAN, CITY CLERK
MURRAY, SMITH AND ASS CIATES, INC
BY: '-
DENNIS GALINAT P.E., Senior Engineer,
Associate
city of
ID
SEAL r .
Purchasing Approval. `'RE,a`.:"�-
BY:
KEITH W,&_TSr0urq)3a9Vng Manager
wARREN STEWART, Engineering Manager
Dated: ;; - � � e
City Project Manager
Emily Skoro
Task Order 10135.b Sewer Line Replacement At Gregory Lift Station - Design Page 8 of 8
Murray, Smith And Associates, Inc
COMPENSATION AND COMPLETION' SCHEDULE
Task
Description Due Date
Compensation
1
Project Management ■ June 30, 2016
$2,013
2
Data Collection ■ June 30, 2016
$44,089
3
Design ■ June 30, 2016
$69,265
TASK ORDER TOTAL: $115,367
The Not -To -Exceed amount to complete all services listed above for this Task Order
No. 10135.b is one hundred fifteen three hundred sixty seven dollars ($115,367.00). No
compensation will be paid over the Not -to -Exceed amount without prior written approval
by the City in the form of a Change Order. Any and all travel will only be reimbursed if
pre -approved by the Project Manager, and only per the City of Meridian Travel Policy.
Reimbursable expenses will be paid at cost and only if pre -approved by the Project
Manager. Any travel and/or reimbursables paid will be paid as part of the Not -To -
Exceed Task Order Total per the Compensation and Completion Schedule above.
CITY OF MERIDIAN____—
BY:
TAM Y de � RD, MAYOR
Dated: la 115 bS
Approved by
HOLMAN, CITY CLERK
MURRAY, SMITH AND ASS CIATES, INC
BY: '-
DENNIS GALINAT P.E., Senior Engineer,
Associate
city of
ID
SEAL r .
Purchasing Approval. `'RE,a`.:"�-
BY:
KEITH W,&_TSr0urq)3a9Vng Manager
wARREN STEWART, Engineering Manager
Dated: ;; - � � e
City Project Manager
Emily Skoro
Task Order 10135.b Sewer Line Replacement At Gregory Lift Station - Design Page 8 of 8
Murray, Smith And Associates, Inc
e
a
rt
N
C,
J
C)
r
r
r
r
N
O
O
O
o
0
n
m
u
n
r
w
o
K
w
N
n
Ft0
o
N
N
tY
N
n
£
w
a
n
H
t)
C)
O
[=i
N
H
b
b
H
It
[�]
x
0n
a to
:E
It z(n
ro G) m
,(D (D r
x
roIt
a a
(Dm
ma
0�Em
nnm
<
ro
th
n
�m £
aro rt
£
(D (D£
0
z
0
Fi
K
r+ (D
rt ri
(D r (D
H a H
N N (D
o� H
I LQ (D
tJ O H
C
0 0 rt
d
H
n fh
0
F'- O
o O.
(D fi
0
W C
Sl (D a
-
N K Ca
N t"
H
C
n
z w P.
r- ��
Cn w
N- P.
P. K
C
7o
rt E
!EC'�J
SD (D O-
zrt H'
iq C�
rpt
a n
N
C rt
C
N
(D
C�=1
Uri
r
10
10
0
N
O(D
C
r C
rt O
K
rt (Dro
r-
O N
0 (D
I (D
� (D
W (D
(D
z rt¢cit
I ft
z
Cn m
<
rt
a
fD
It
O
O
O
.p
61
R
(D t(D
lD
lD
to
J
N
OD
N
N
W
N
CL r+
r
P
,p
o
N £
C�
cn
cn
cn
u,
u,
cn
0
0
0
o
0 o
(D (,-
rr rt
O
O
O
61
O
O
O
O .p
n
C
FS
r
r
r
rs
cn
v,
rs
m
r
N
N
rt�
W
W
W
l0
N
A
O0
a
co
O
N
O
N
r
J
N O
r N
00
OJ
N
O
O
O
O
N O
FS
N
Cn
Ct O
O
O
co)
Cn O
r
r
r
r
r- IQ
r
r
r
lD
0
0
o
cn C,
�
•p
r
�o o
P.rr
r
Ol
Ol
Ol
.P
W
r
J
N o
�
IQ
N
N
o
0
0
00 0
N
Ct
Ct Ol
O
O
O
N
m
m to 0
a�
r
r
p (D rt
rt
w
w
w
o
0
0
0
0 0
�J O
IQ h
0
0
0
0
0
0
0
0 0
J
J
oM
J
op
O
oW
O
aM
O
o',4
O
0
O O
0 o1.
a
rt
m
m
It
It
0
I -h
(D
<
(D
7 r
W C
O � 1 N 1p N
0
o I m O
sa �
o 0 10 rt
FC
u ro
H ft Fh
0 Fh
x rt
G
o rt N• (D h
0 ((D a
F
\ ro
O O a <
U.
N (D a
rn M
x
'O
(D
o
0
O
n
rt
I
x
a
rt
K
S I OZ/£/Z I Iw}u'980 £L I D/daoo/sos/oijgnd/-'9ao•ouvpissaoou•mmm//: djjq
abed awoH ouePI do 94e1S Med u!eW s,a4e4S 40 ae4@.aoaS ouePI
Tewaoj ddIl a ewI 021/Vd
Ma!n TewaoJ dad a ewI MD!n ONHO 900Z aeaA ao; laodeN
au!!u0 Tuawnooa nna!A Dd0d-2i -lvnNNV SOOZ aeaAao; jaoda21
au!!u0 quawnooa nna!A
au!!u0 4uawnooa Ma!n
au!!u0 Tuawnooa nna!n
au!!u0 Tuawnooa nna!n
ou!!u0 4uawnooa nna!n
au!!u0 Tuownooa nna!n
au!lu0 Tuawnooa nna!A
[ ddIl nna!ATu!ad aW IaH
4ewaoT ddI.l a ewI M@IT
4ewaoJ dad a ewI main
[ ddIl Male Iu!-Jd GW OPH l
1210d=i21 -lvnNNV 60OZ aeaA io; laoda21
12iOdD'd -lvnNNV OTOZ aeaA aol 1.iodaN
Ild 0 d 9'divnNNV TTOZ aeeA jo;;aoda'M
12iOdD'd -lvnNNV ZTOZ seal( io;;.iodaa
I'd 0dDd ivnNNV ETOZ aeaA io; 4.aodaN
12iOdg21 ivnNNV vTOZ aeaA aol poda21
BdOdD2i -lvnNNV STOZ aeaA aol Taoda-d
AII210Hinv d0
DIV3IdI-L21=iO LOOZ AeW bT pol!d
e uole:] feua a.1
9TOZ AeW :and :aoda21 lenuud
STOZ ung ZZ :aaoda21 lenuuV Tse-I;o algia
:saae4S
T)04S pazl.'044nV to iagLunN
VOZL6 210 '(INV-Il2JOd
006 DIS 1S NOWIVS MS TZT
[ s u!I!T ssau!snq 'DNI S91VIOOSSV'8 HAWS AV2i no aoq!uoW ]
[ 'ONI S�IIVIOOSSV'8 HAWS AvV n nw aoi aouaTs!xa To aTeo!T!),Jaa e 4a9 ]
[ AjewwnS o4� e9 ] [ uaaeaS n @N
a4e4S 3o Ajejan@S 'Aauuaa aouaaame-I
•
so'
ZJo I ai?L'd Xjpug ssouisng Suimarn SOSQI
:.iagLunN
9802/TO
6uilld / aI leuolleziue6a0
90/-28 m 'DSIOq
SI121f1O N 6TZZ
all SDOIA'dgS ONIIV'dOd'dODNI
:Tua6d paaalsl6a21 leil!ul
:uoljezuoy;nV/uoljeul6l.a0
LOOZ AeW t T ;o area
NOE)TdO
:ul61.a0 do OMS
ONI INVISa000
:sn;e;S
SSSNISfl9 'lV'dDN9O 'NOIlV'dOd2!OO
:ssauisn8 jo adA.L
VOZL6 210 '(INV-Il2JOd
006 DIS 1S NOWIVS MS TZT
[ s u!I!T ssau!snq 'DNI S91VIOOSSV'8 HAWS AV2i no aoq!uoW ]
[ 'ONI S�IIVIOOSSV'8 HAWS AvV n nw aoi aouaTs!xa To aTeo!T!),Jaa e 4a9 ]
[ AjewwnS o4� e9 ] [ uaaeaS n @N
a4e4S 3o Ajejan@S 'Aauuaa aouaaame-I
•
so'
ZJo I ai?L'd Xjpug ssouisng Suimarn SOSQI
SIOZ/£/ZI IWIT980£LI0/daoo/sos/oilgnd/i?io•ouupissaaoL,•mAtm//:dilu
no •ogepi•sos@oJuisos :o4 pollewa aq uea suopsa66ns ao suopsanb 's4uawwoD
Z Jo Z 35Ld /,Klug ssautsng 5uima. SOSQI
FrnrunavJ 544ula IIV-NUI1Vt1Udt10U
pNOOV jo sinew pamsl6aa ale o6ol pue aweu ONOOV 941
3N1ViN3S3adU 03ZIuoH1nV
'SNOISIAOLId A01 -10d 3H1 H11M 3ONVON000V
NI 03L13AI130 38 THM 3011ON 'd03H3H1 31VO NOIIVNIdX3 3Hi
3a0d38 03113ONVO 38 S3101 -10d 0391HOS30 3AOSV 3H1 d0 ANV 01(10HS
NOIIV119ON VO
(Bo/6LOZ) 5Z ONOOV
Zb9£8 QI 'ueTpTzaW
9AV AVMpeO,zg 3 ££
TIeTPTa9N 30 A1T0
•aoexauoo uaAllam Aq paxTnbea uagw saToTTod paouaxa;ax anoge agq uo poansuT TeuI;aTppe se paueu sT ueTPTaeN ;o AITD
iags"d u2TPT1aP1 90 AaTO : 1000O3d VSN :ani
(pajinbei sl eoeds ejow A lopipapS sluewe8 IeuogIPPV'loL ONOOV 4oeAV) S3131HSA I SNOUVOM I SNOURSdO d0 NOLWIHOS30
000 OOSS 11MIA0110d'3SV3SICI
VIN
M0IegSNOI1Vu3dOdONOI1dJ80
iapun oquosop''� 11
(HN U1tdOWPuaW)
L030n1OX3 83GV43WI83OL-IAO
3AI.LnO3X3M3NiuVdM0131adOadANV
000'0065 31101dW3V3 3SV3SI0'1'3
000'00SS IN30100VHOV3'T3
2131—Ts-DIM 1A2101X
N / A A1I119VI1 Su3AOldW3 ONV
Hl0 '51V1SOM
9T0Z/T0/TT
STOZ/TO/TT
Mews99M68
N011VSN3dW03Su3NUOM
8
S
000 0TSNOUN313u 1-X-] 030
000'000'£s 31V03800V
9TOZ/10/11
SIOZ/10/1T
TZ6090M8S6a
V
30VWSWIV10
8noo0
X
evil Mom
evilvliaveWn
X
000'000'£S 30N3Nun300HOV3
s
SOlnV S01nV03NIH
sluaplooeJed)
30VWVO Alu3dOud
03NMO,NON
SOinV
S (WOR -11 Jed) AunfNI A11008some
9TOZ/TO/11
STOZ/TO/TT
£66LN492n60
A
031n03HOS 03NM011V
O1nV ANV
unievn31180WOlnV
X
0
S (uosied 1ed) ANnf NI A11008
00010001TS UU811MO 11
imn3l0NIS03Ni8WOO
S
001 'MidX AOI10d
'IBd S3IlddV lIW1131V03800V IN30
000' 000' 6S 00V dO/dW03 • S10nO0ud
000'000165 91V03800VIV83N30
000' 000' ZS kuntN( AOV I NNOMMd
an000 ❑X 30VW-SWIV10
000'OTS (uosiedouoAuV)dX303W
000'000'ZS 0ouailn00003 S3SIW3Nd
031N3ao,L39 Ma_
TORS gLTrl •3oxd
A1n18VnlV83N301V1083WWO0 X
000'0001ZS 30N31un000HOV3
9TOZ/1O/TT
STOZ/TO/TT
TZ6090M8S68
A
A11118VI11VUSN30
V
SIM -1
tAAAMa/WWJ
LkAAAMCVWWIu38WnNA0110d30NVanSNId03dA1
all
dX3In"'QA
dd3A0I10d
u
OOV
HSNI
'SWIV10 alVd A9 030n038 N338 3AVH AVW NMOHS S11WI1 •S31onOd HOnS d0 SNO1110N00 0NV SNOISMOX3
'SWUM 3H1 llV Ol 1o3f8nS SI NI3a3H CIMINOS30 S310110d 3H1 A8 030NOddV 30NVanSN1 3HI UVINBd AVW NO 03nSS1 38 AVW 31VOIJUN30
SIHI HOW OJ. 103dS3a H11M 1N3Wn000 N3H10 NO lOV81N00 ANV d0 NOI110N00 NO Wdl31 '1NMauln03a ANV EINIONVISHIMLON '031VOI0NI
001M3d AOIIOd 31-11 NOd 9A08V 03WVN 03NnSN1 3Hi 0103nSS1 N338 9AVH MO -138 031SI1 30NV2lnSNl d0 S3I0110d 31-111VH1 AdLLL130 Ol SI SIHl
-tJ3H1NIIN NUISIAdd ;tiauuynN 41VU1jI1t13U S30VU3A03
d a3unSNl
3 HaHnSNI
:au3anSNi 60ZL6 W 'pueTgxOd
006 '94S 'UOWTVS 'M'S TZT
WOE 00 aauexnsuI sz94t2nzapun p20;41eH:oH9unSN1 ovI OossV 9 g�Twg �AezznW
OOOTT p q Auudtuoo aouexnsul TauTIu9S:6u3un8N1 03unSNl
LSEZZI 00 4Tuwapul 3 4u8pio0V px0;IzeH:VuaunSN1
0OWN 30Vu3A000N10uOddVISla3un8NI TOT£9 ON 9Tn07 'IS
woo gszewpOgsanbazguaTTo0a0e:SS3u00V OOTT 'ads '4a914S 49NIV14 TOL
11VW3 'DUI VS[1 gszeW ;O UOTSTATp e
ELT£-TZ9-888'ON ')DIV) T-006'NHBOd sutezboza paxosuod
g gszeW
3N
J.DVINOO u30nOoad
s ;uawaslopua 43ns jo nail ul japlo4 alenylliao
a41 of s14611 aajuon jou scop alengljlao s14i uo juawalejs V •;uawaslopua ue unbal Am salallod uleljao'Aopod eqj jo suolllpuoo pue swlal 841
of lDafgns '03AIVM SI NOI1V90N8nS jl 'paslopue aq lsnw (sal)Anllod a4j'03mml 'IVNOLLIUdV ue sl lap104 01e01MV93 94111 :1NVINOdWI
'N30"IOH 31VOIdum 3Hi 0NV 'N30n0ONd NO 3ALLVINMUcI N
03ZINOH1nV '(S)2132 ml DWSSI 31-11 N33M138 13VNIN00 V 31n1LLSN00 ION S300 30NVNnSNI d0 31V3Id111830 SIH1 'MO -138
S310110d 31-11 AS 030HOAAV 30VH3A00 31.11 N311V NO 0N31X3 '0N3WV A-13AI1VEGN NO A13AIIVWNIddV ION 5300 31VOId111830
SIH; 'N30'lOH 31VOIAMN30 31-11 NOdn SIHSIN ON 9M3dNO0 0NV A1NO NOLLVWNOANI d0 N311VW V SV 03nSSl SI 31VOIdmm30 SIHi
STOZ,E33NvunSN1 AIIII VII �0 31V31:11IM30
cAAAA/arvww131Va va