HomeMy WebLinkAbout10A County Road 12 Feasibility
4646 Dakota Street S.E.
Prior Lake, MN 55372-1714
CITY COUNCil AGENDA REPORT
MEETING DATE:
AGENDA #:
PREPARED BY:
FEBRUARY 20, 2007
10A
LARRY POPPlER, ASSISTANT CITY ENGINEER
CONSIDER APPROVAL OF A RESOLUTION ACCEPTING FEASIBILITY
REPORT AND SCHEDULING A PUBLIC HEARING TO CONSIDER COUNTY
ROAD 12 AND TRUNK HIGHWAY 13 IMPROVEMENT PROJECT
AGENDA ITEM:
DISCUSSION:
Introduction
The purpose of this agenda item is to accept the Feasibility Report and initiate
a Public Hearing to be held on March 19, 2007 for County Road 12 and Trunk
Highway 13 improvement project.
History
At the September 18, 2006, City Council meeting, Council adopted Resolution
No. 06-172 authorizing staff to prepare a Feasibility Report for the County
Road 12 and Trunk Highway 13 Improvement Project as approved by the
Council in the 2007-2011 Capital Improvement Program (CIP).
This segment of CR 12 proposed for improvement is located in the southwest
corner of the City of Prior lake from Trunk Highway 13 to Pheasant Meadow
lane. The intersection of CR 12 and TH 13 along with portions of TH 13 will
also be reconstructed. A map of the project area is shown on Exhibit 1 of the
Feasibility Report. This is phase number 2 of four phases of the County Road
12 project. The remaining phases are scheduled for construction in 2010.
The proposed project includes street reconstruction, addition of turn lanes and
medians, storm sewer, concrete curb and gutter and appurtenant work.
Sanitary sewer on County Road 12 is proposed to be replaced from Pheasant
Meadow lane to the sanitary manhole located at 3737 County Road 12.
Existing watermain is proposed to remain in-place with additional watermain
added at the intersection of CR 12 and TH 13. A new storm water pond is
proposed for the northwest corner of CR 12 and TH 13.
Current Circumstances
The attached report indicates the total estimated costs for the project, along
with the City's share of the estimated project cost. At the end of the Feasibility
Report, a project financing summary is included to show project cost splits.
The total estimated cost of the project is $872,770.00.
County Road 12 is 24 feet in width and has failing bituminous surface. County
Road 12 was originally paved in 1974. The streets in the area are proposed to
have a ten ton design pavement section. The proposed width for County Road
12 varies from 46 to 68 feet. The proposed width for Trunk Highway 13 varies
from 44 to 72 feet. The typical roadway sections can be found on Exhibits 2
www.cityofpriorlake.com
Reports\2007\02 20 07\CRpfidtfg~~~41:~SOOldJ rf7~~S~44 7.4245
and 28 of the Feasibility Report. lane widths and configurations will depend
on the median widths and turn lane needs. The project also includes the
realignment of the CR 12 and TH 13 intersection. CR 12 and TH 13 will
intersect at a perpendicular angle after the realignment. County Road 12 will
be constructed with concrete curb and gutter. Trails are proposed on the north
side of CR 12 and along TH 13. Sidewalk is proposed on portions of CR 12 on
the south side.
The sanitary sewer system on County Road 12 from Trunk Highway 13 to
Pheasant Meadow lane was installed in 1974 and consists of 8-inch vitrified
clay pipe. The sewer within the project area was televised in June 2003 and
the report shows offset joints, open fractures, infiltration, mineral deposits, and
roots in several sections of the pipe. The sanitary sewer from Pheasant
Meadow lane to the manhole at 3737 CR 12 is proposed to be replaced with
8-inch PVC.
The watermain system for County Road 12 was installed in 1974 and consists
of 16-inch and 20-inch ductile iron pipe. The watermain has not shown a
history of breakage and will not be replaced. New watermain is proposed for
the intersection of CR 12 and TH 13. The new 16-inch DIP watermain will
connect to the existing watermain, cross TH 13, and connect to an existing
stub on the south side of TH 13.
Storm sewer improvements will include replacing existing pipe and catch
basins and adding additional storm sewer. A new storm water pond will be
installed at the northwest corner of County Road 12 and Trunk Highway 13. A
permit is needed from the Prior lake Spring lake Watershed District for the
necessary storm water improvements.
An informational meeting is tentatively scheduled for March 14, 2007. The
proposed improvements, project schedule and assessments will be presented.
The Public Hearing is tentatively scheduled for March 19, 2007.
The attached Feasibility Report outlines which portions of the cost for the
above project will be assess to the benefiting properties.
If the Council approves the Feasibility Report, the Chapter 429 special
assessment statutes requires a public hearing be conducted prior to
proceeding with the project to determine if it is to move forward.
ISSUES:
The Assessment Review Committee met on February 5, 2007, at which time
the following issues were discussed and recommendations made:
Street and Storm Sewer Reconstruction
Pursuant to the assessment policy, the street and storm sewer reconstruction
should be assessed at up to 40% of the total project cost against the benefiting
properties, depending upon the special benefit created for each such property.
Assessment Method
The Assessment Review Committee recommends the unit method of
assessment for County Road 12 due to the fact that the lots in the project area
'In '-,-:,""""n '\
1-'-' l, f\.....,' I
are of similar size and/or value. The estimated assessment rate is proposed at
$6,107/unit.
Trail Construction
Trail construction should be funded through the Capital Park Fund.
Conclusion
In summary, the project is feasible from an engineering and economic
standpoint. Approval of the Feasibility Report does not grant final approval of
the project.
FINANCIAL
IMPACT:
The City's portion of the County Road 12 Improvement project cost is
proposed to be financed special assessments, street oversize fund, capital
park fund, water quality fund, and trunk reserve funds. Funding sources and
amounts are as shown below:
Assessments $54,967.00
Street Oversize Fund $370,640.00
Trunk Storm Water Fund $139,093.00
Water Qualitv Fund $50,000.00
Caoital Park Fund $60,479.00
Trunk Sewer & Water Fund $97,591.00
Utilitv Fund $100,000.00
Total City Cost $872 770.00
The chart shows the breakdown for the City's portion of the project cost. The
overall project cost is $872,770.00.
ALTERNATIVES:
The alternatives are as follows:
1. Approve Resolution 07 -XX accepting the Feasibility Report and establish a
Public Hearing date as per the attached Resolution.
2. Table the Resolution for a specific reason.
3. Deny the Resolution.
RECOMMENDED
MOTION:
A motion and a second to adopt a Resolution accepting the Feasibility Report
and calling for a Public Hearing for the County Road 12 and Trunk Highway 12
Improvement project.
Reviewed by:
20
repon,c.cc
Motion By:
Second By:
WHEREAS, Pursuant to Resolution 06-172, the City Council, on September 18,2006, ordered a
Feasibility Report to be prepared by the City's Engineering Department with reference
to the improvement of County Road 12 from Trunk Highway 13 to Pheasant Meadow
lane; and
WHEREAS, the report provides information regarding whether the proposed project is necessary,
cost effective, and feasible
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. The City Council hereby accepts the Feasibility Report as submitted.
3. The Council will consider the improvement of such streets and areas in accordance with the report
and the assessment of property as described in the report for all or a portion of the cost of the
improvements pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the
improvements of $872,770.00. The total construction cost is estimated as $2,178,990.00
4. A Public Hearing shall be held on such proposed improvements on the 19th day of March, 2007 at
Prior lake City Hall, with the address of 4646 Dakota Street SE, City of Prior lake, Minnesota at
7:00 p.m. statutory notice and publication requirements shall be followed.
PASSED AND ADOPTED THIS 20TH DAY OF FEBRUARY 2007.
YES
NO
Hauaen Hauaen
Erickson Erickson
Hedbera Hedbera
LeMair LeMair
Millar Millar
Frank Boyles, City Manager
R\II,genda Reports\2007\02 20 071eR 12 acceptfeasibilit)\,\JM~MitiWwiorlake.com
Phone 952.447.9800 / Fax 952.447.4245
...
Oi
~
~
~
u
...
~INNESOi.~
....
PRELIMINARY REPORT
FOR THE CITY OF PRIOR LAKE
COUNTY ROAD 12/ TRUNK HIGHW A Y 13
UTILITY IMPROVEMENTS, STORM SEWER, GRADING,
CONCRETE CURB & GUTTER, BITUMINOUS PAVING AND
APPURTENANT WORK
FEBRUARY 2007
,.....
INTRODUCTION
On September 18,2006, the Prior Lake City Council adopted Resolution 06-172, which ordered
the preparation of a feasibility report for improvements to the project area listed below:
County Road 12 from Trunk Highway 13 to Pheasant Meadow Lane, located
within Sections 3 & 10, Township 114 North, Range 22 West, Scott County,
Minnesota.
SCOPE
This report evaluates the feasibility of reconstructing the streets and replacing utilities in the
project area. All existing infrastructure elements (streets, sanitary sewer, watermain, etc.) were
evaluated, improvements recommended, cost estimates of the proposed improvements prepared
and funding strategies developed in this report.
BACKGROUND
The proposed project area is shown on Exhibit 1. County Road 12 has failing bituminous
surfaces. The existing road width on County Road 12 is 24 feet of bituminous roadway and 0 to
6 feet of aggregate shoulder in each direction. County Road 12 was originally paved in 1974.
The streets no longer meet minimum design standards and it is not cost effective to continue to
patch the streets. The existing typical sections are shown on Exhibit 2.
The sanitary sewer system for County Road 12 was installed in 1974. All of these sanitary
systems consist of 8-inch vitrified clay pipe. The sanitary sewer for the project area was
televised in June 2003. The televising report indicates offset joints, open fractures, and roots in
many segments of pipe.
The watermain system for County Road 12 was installed in 1974 and consists of 20-inch ductile
iron pipe and 16-inch ductile iron pipe. The watermain in this area has not shown a history of
failure.
The current storm water is conveyed through the County ditch system including corrugated metal
storm sewer pipe at driveway crossings. The storm sewer system carries runoff north towards
Upper Prior Lake. The storm water is conveyed by means of surface flow and storm sewer pipes.
A small portion of storm water flows across TH 13 and is carried to Crystal Lake.
PROPOSED IMPROVEMENTS
Roadway
Proposed improvements for County Road 12 includes storm sewer, concrete curb and gutter,
driveway restoration, and bituminous surfacing. All streets in the area are proposed to have a ten
ton design pavement section. The proposed width for County Road 12 is 46 to 68 feet. This
includes two 12 foot travel lanes, a 12 foot center turn lane and 10 feet of paved shoulder to the
curbline for the 46 foot width. The 68 foot roadway includes 14 foot travel lane, 14 foot left and
right turn lane, 8 foot shoulder, and an 18 foot concrete median. The typical section also
G:\County\CSAH_12\20Q4-02_fromTH 13_to_CSAH 17\TH 13_intersection\Feasibility Report\Feasibility Report.doc
Page 3
includes a bituminous walk on the north side of County Road 12 and a 5 foot sidewalk on the
south side of County Road 12.
Roadway improvements for Trunk Highway 13 are also proposed. The intersection of CR 12 and
TH 13 will be reconstructed to provide additional turn lanes and realign CR 12 to intersect with
TH 13 at a perpendicular angle. The proposed width for TH 13 is 44 to 72 feet. This includes
two 12 foot travel lanes and two 10 foot shoulders for the 44 foot width. The 72 foot roadway
includes two 16 foot travel lanes, a 12 foot right turn lane, a 10 foot shoulder, and an 18 foot
concrete median.
The improvement project also includes the construction of Elm A venue on the south side of CR
12. The proposed width for Elm Avenue is 36 feet with a 5' concrete walk on one side. The
typical street section will be built to City standard. Currently, Elm A venue is a 3-legged
intersection with CR 12 and is proposed to be extended south for the future development. The
County has acquired the property just south of Elm A venue for the proposed improvements.
Federal funding is available because of the elimination of access points on TH 13. Construction
of Elm Avenue eliminates a TH 13 access point. Safety is the main concern for providing access
off CR 12 instead of TH 13. Overall, the County has purchased three properties to make the
access points off TH 13 much safer.
The proposed street section as recommended by the County for CR 12 includes: 2 feet of
granular borrow, 6 inches of Class 5 aggregate base, 5 inches of bituminous base course applied
in 2 lifts, and 2 inches of bituminous wear course. The proposed street section as recommended
by the County for TH 13 includes: 2 feet of granular borrow, 12 inches of Class 5 aggregate base,
6 inches of bituminous base course applied in 2 lifts, and 2 inches of bituminous wear course.
Subcutting the roadway and placement of the granular borrow enlarges the scope of the street
reconstruction and increases the cost of the project. The typical street sections are shown on
Exhibits 2A, 2B, and 2C.
The existing right-of-way is 73 to 90 feet wide. Right-of-entry agreements, temporary easements
and purchased right of way will be necessary for the project. Right-of-entry agreements will be
necessary for driveway restoration due to the topography of the area.
Sanitary Sewer
Proposed sanitary sewer improvements are shown on Exhibit 3. The televising report indicates
offset joints, roots, infiltration, mineral deposits, and open fractures in portions of the main on
County Road 12. It is recommended that the failing vitrified clay pipe in these areas be replaced
with 8-inch PVC pipe. In areas that the sanitary sewer is replaced, service connections will be
replaced from the main line to the property line.
Watermain
Proposed watermain improvements are shown on Exhibit 4. The existing 16-inch and 20-inch
watermain will not be replaced. Additional 16-inch DIP watermain will be installed from station
231+64 to station 763+87 Trunk Highway 13. Water service connections will be replaced from
the main to the property line and new curb boxes will be installed. Existing ductile iron pipe will
remain in place throughout the project. Gate valves, hydrants, and curb stops will be replaced as
G:\County\CSAH_12\2004-Q2_fromTH 13_to_CSAH 17\TH 13_intersection\Feasibility Report\Feasibility Report.doc
Page 4
shown on Exhibit 4. New hydrants will be installed in accordance with the spacing guidelines
outlined in the Public Works Design Manual for the entire project area.
Storm Sewer
Proposed storm sewer improvements are shown on Exhibit 5. The existing ditch system will be
replaced with concrete curb and gutter and storm sewer piping. As part of the storm water
improvements, a pond and infiltration basin will be constructed at the intersection of CR 12 and
TH 13. The pond will serve CR 12 storm water and the future development proposed for the
property along TH 13. In order to provide the necessary land area to construct the pond and
realignment of CR 12, two properties at the intersection of CR 12 and TH 13 were purchased by
the County. The storm sewer system improvements will consist of catch basins and reinforced
concrete piping to the proposed pond and infiltration basin located at the intersection of County
Road 12 and Trunk Highway 13.
A permit is needed from the Prior Lake Spring Lake Watershed District for the necessary storm
water improvements.
Fundine
It is proposed that the benefiting property owners will be assessed for portions of street and storm
sewer construction. Street Oversize Fund will be utilized for the City's portion of the TH 13
improvements, Right-of-Way acquisition and the remaining non-assessed portion of the street
and storm sewer improvements. The Sewer and Water Enterprise Fund and the Utility Fund is
proposed to finance the water and sanitary sewer improvements. Trunk and water quality storm
sewer improvements are proposed to be paid for out of the Water Quality and Trunk Reserve
Funds. The Capital Park Fund is proposed to be used for the trails and sidewalk construction.
FEASIBILITY
From an engineering standpoint, this project is feasible, and can be accomplished as proposed in
this report.
ESTIMATED COST
The following costs were prepared based upon an Engineer's Estimate (Exhibit 6) and are subject
to change. The breakdown shows the City's portion of the costs associated with County Road 12
improvements and excludes Trunk Highway 13. The final construction cost will depend on the
final design of the project, required easements and/or right of way, soil conditions, bids received,
and actual work performed.
G:\County\CSAH_12\2004-0Vrom TH13_to_CSAH 17\TH13Jntersection\Feasibility Report\Feasibility Report.doc
Page 5
ITEM
County Road 12*
Trunk Highway 13*
Elm A venue Right of Way
Elm A venue**
Storm Sewer*
Trunk Utilities**
Sidewalk*
Trail * *
TOTAL PROJECT COST
$ 116,243.00
$ 13,189.00
$ 275,000.00
$ 21,175.00
$ 189,093.00
$ 197,591.00
$ 31,039.00
$ 29.440.00
$ 872,770.00
*Includes 25% City Indirect Costs
**Includes 7% City Indirect Costs
FUNDING SOURCES AND SPECIAL ASSESSMENTS
The area proposed to be assessed is every lot, piece, and parcel within the City limits benefiting
from said improvement, whether abutting or not, within the following described areas:
County Road 12 from Trunk Highway 13 to Pheasant Meadow Lane
Specific property descriptions included in the above-described area, but not inclusive, are as
follows:
McCormick Acres
Willow 3rd Addition
The improvement cost can be assessed on a unit basis to the benefiting properties as per the
Assessment Policy adopted by the City Council on February 21, 1989, and as amended. The
following shows the assessment distribution for the streets and lateral storm sewer. See Exhibit
7 for the preliminary assessment roll.
Total Assessable Street & Storm
Sewer Project Cost
Project Assessment (40% )
$137,418.00
$54,967.00
Assessment - Unit Method
Assessable Units @ 40%
Estimated Unit Assessment (40%)
9 Units
$6,107fUnit
The cost estimate and funding sources for the remainder of the project are summarized in the
following table:
G:\County\CSAH_12\2004-Q2_fromTH 13_to_CSAH17\TH 13_intersection\Feasibility Report\Feasibility Report.doc
Page 6
ITEM COST ASSESSMENT UTILITY SEWER & WATER TRUNK STREET CAPITAL
ESTIMATE FUND WATER FUND QUALITY STORM OVERSIZE PARK
FUND FUND FUND
County Road $116,243.00 $46,497.00 $69,746.00
12
Elm Avenue $275,000.00 $275,000.00
Right of Way
Elm Avenue $21,175.00 $8,470.00 $12,705.00
Trunk $13,189.00 $13,189.00
HiJ.rhwav 13
Water Quality $189,093.00 $50,000.00 $139,093.00
Storm Sewer
Trunk $197,591.00 $100,000.00 $97,591.00
Utilities
Sidewalk $31,039.00 $31,039.00
Trails $29,440.00 $29,440.00
TOTAL $872,770.00 $54,967.00 $100,000.00 $97,591.00 $50,000.00 $139,093.00 $370,640.00 $60,479.00
The estimated cost for the City's share of the improvement project on County Road 12 is
$872,770. The City's share of CR 12 and Elm Avenue is estimated at $137,418 of which 40% is
proposed to be assessed to the benefiting property owners. The total estimated construction cost
for County Road 12 improvements is $1,323,762; which also includes the County's cost. The
overall project cost, including Trunk Highway 13, is $2,178,990.
PROJECT SCHEDULE
The following project schedule outlines an approach to complete the assessable projects in 2007:
ACTMTY DATE
Complete the Feasibility Study Feb. 2007
Accept Feasibility Study/Call for Public Hearing Feb 20, 2007
Hold Informational Meeting for the improvements March 14, 2007
Conduct Public Hearing! Accept Project/Order Plans and Specifications March 19,2007
Approve Plans and Specifications/Order Advertisements for Bids/Approve Cooperative April 2007
Agreement
Open Bids May 2007
Accept Bids/Award Contract May 2007
Begin Construction June 2007
Complete Base Course of Bituminous Pavement Oct 2007
G:\County\CSAH_12\2004-Q2_fromTH 13_to_CSAH 17\TH 13_intersection\Feasibility Report\Feasibility Report.doc
Page 7
Authorize Amount to be Assessed/Schedule Assessment Hearing
Sept. 2007
Conduct Assessment Hearing! Adopt Assessment Roll
Oct. 2007
CONCLUSION
The proposed improvement is necessary, cost effective, and feasible from an engmeenng
standpoint and should be made as proposed.
The total estimated construction cost of the recommended improvements is $2,178,990.00 of
which $872,770.00 is the City's share of the project cost. A portion of this project is proposed to
be assessed to the benefiting property owners and the remainder through other funding sources.
G:\County\CSAH_12\2004-Q2_fromTH 13_to_CSAH17\TH 13_intersection\Feasibility Report\Feasibility Report.doc
Page 8
(':I)I~ II~
- if!~tUI!
~II !lbf
! !1.I~ifil
!l.lf{lll
mHI~!1
.Ill'til~ :s II;
f!J:ljill
~ll~~1iBl t
t.,= ~~
~
as
...I
CD CD
AV V'413
C/)
~~
...JD::
=~
~
"..I
, "'.'""VM
~ ~
~ I;' ~
~ I J
~ Ul
0. l~~' 0
III !!;'
6!
(; 8
C')
M/~'X3
~
~I
N
M/~'X3
....lol ~I
~~ to 8a:
~ c~
~ ~I ('II
.....
III Cl :c
., ~ I z <(
~ 0 !;i (/)
GO
;!:-6 I ~
d li5 i:! d
.... ~I
~
~
.....
i' 89 III
....lol a
..~ ~I o <~ z
:i
j2
jjj
~
.,
110
09 ~l
~~ M/tJ'X3
M/tJ 'X3
CITY PROJECT #04-02
EXISTING STREET SECTIONS
EXHIBIT 2
~l
~
I
ii
,.,
~ -
_ F
d
'"
'"
I
...
'"
~T
M/ld'X3
M/tJ
~L
':ot
'"
!~~I i
W
I-
~
~
...
-
J.~l ~
~
! I ~ ~i ~
~ 'Nf5 f5
o
z
~
~I
:2
III
Z
~
Iii
~ ~ ::I
ill
j'
ill
:2
III
~ ~ ~I
wI
i
...
is
~
lL......
"'F
~~
~::I
~S
::I
,. Ii:
" is
~
III I6l
~I ...~ ~
g~ IS
ii1~ ~
'Nf5 ~
~I
::I
~
':ot III
~ I
r ~ 1";r cJS
i
M/ld
~
I.L.
I-
~
~
.-
...
ill
M/ld ')(3
CITY PROJECT #04-02
PROPOSED STREET SECTIONS
I I i
i i i
In~H
,I~; ~I
~I I ~I I ~I ~
a
~ ~-
I I!!~
i I~i
! ii
i
I fi
~ i
I ~ H
!I ~ !q
~II ~I~
EXHIBIT 2A
!I ~
N
-
19
i
I d
~
~ ~ iD~ ~
~ I CD ~
~ ctei ~ ~-
::I l: I fl
i i~
i I~
~ in
Ii !.t
~I I ~l!5L
~ ~~!I i
...
N-
~
I i
I ~
! ! ~
I ~ I ~ I !
III_lip
~I~I ~I~
M/'H
<(
~
~
~
M/'H
M/'H
M/'H
::I
~
CD
~
::l
~
5
N
I')
... 51
iii
CITY PROJECT #04-02
PROPOSED STREET SECTIONS
. ~-
61 I!!fl
t I~i
~I ~i
EXHIBIT 2B
M/ij
~
<(
~ ~
M/ij
'N
::l
Ii:
:.:
(,,)
<(
lD
1-0:
a~
lD::>
i7l~ W
'Nt'S >
<(
~
....J
W
o
W
U)
o
a..
o
Q::
a..
. ~
II) ~
. ~
CD ..J
lD
;;) ~
C
10
~I
..J
(,,)
10
~
':ot
'"
Co ~
lD
a
~I ~-
lDi:j
; I~.
~ ~"i
~ i!
i
~
I ~
~ ~
H I ~
~ ~ ~ ~
:l! i :11; ~
~I! ~I~
"
I-
W
(I)
~
CITY PROJECT #04-02
PROPOSED STREET SECTIONS
EXHIBIT 2C
[EXJS"-VCP J
W 0- W
>- ~ ~. Q..
<(
~ . ~ 0
::::> co -.J ;>
Z X L{ Lfc
-.J
<( w t><
~ w
!."..l
PROP 8" PVC
EX. ~IlYr~..
Z
FI
.~
o
Cl
~.,
Hi
Z..'
<(
en
LiS
:I:
a.
u
6:
.
co
~
+
300
,
300
600 Feet
,
o
N Remove Sanitary Sewer N Prop. Sanitary Sewer
/\~/ Slip-Line Sanitary Sewer ~ New CR 12 Alignmen
N Exist. Sanitary Sewer
. Existing Manhole . New Manhole - Lift Station
CITY PROJECT #04-02
PROPOSED SANITARY SEWER
EXHIBIT 3
il.
.0 I
K LiJ
co ~
~ a.
~ (5 W
::> K >
Z CO <t._
...J ~ ::E
<( ...l.tL
~ Wi
I."r'"
EX. 16" DIP
a.
(5
K
co
a..
0
a::
a..
~: \...:..........
Lei
~
/z
L.-J
~
o
.~
::E
i]
vi--'j
tiS)
:c
a.
..
co
[~
U
z'
:.J'
.~
10'
Ig
~
C..
eli, 1 ~.
~
13
+
300 0 300 600 Feet
IJM ,
New CR 12 Alignment ~ Proposed Hydrant
~ Proposed Watermain 4! Replace Hydrant
N Existing Watermain II Existing Hydrant
. Replace Gate Valve lID Existing Gate Valve
. Proposed Gate Valve
CITY PROJECT #04-02
PROPOSED WATERMAIN
EXHIBIT 4
!
tm
>c
<(
I-
::l
Z
...J
<(
~
w
>
<(
i
..u
w-
21 n RCP
24. RCP
L,.,,-
z
. ....J
<~
"0
C
~
~
I-
Z
~
<(
W
:I:
a..
13
p
+
300 0 300 600 Feet
I I
N New Storm Sewer /):(; New CR 21 Alignment
N Existing Storm Sewer
. New Storm Structure
· Existing Storm Structure
CITY PROJECT #04-02
PROPOSED STORM SEWER
EXHIBIT 5
I
i
'-
~
~
'It
'n
fiI
J:
i
J
i
t
'" '"
~~
UtUl
~ ~
NNNNNNN
ggggggg
gg~nlggg
I\) N N N N N N
~ ~ ~
in in en
~ en en
'" '"
'" '"
~ 9
~ in
'" in
'" '" '"
'" '" '"
9 9 9
~ ~ ~
'" '" '"
t;;~~~~~~~
J: J: J: J: J: J: J:
~
~~l:li8!~lIli
.28"'0.,,80
8~888888
~~~~~Oi~~
:Il :Il :Il :Il :Il :Il :Il :Il
00000000
"'tI "'tI "'tI "'tI "'tI "'tI "'tI "'tI
=U=U=U=U=ti=u=u=u
mmmmmmmm
g;po~~~~~
~ :Il :Il :Il :Il :Il :Il :Il
<0000000
mzzzzzzz
~
o
m
en
~
o
!;
en
en
~~
'" 0
8 8
~ ~
gin
..., 8
~ ~ ~
in in en
2 g 9
'"
~
in
o
'"
~ ~ ~
g g g
i>> in in
~ ~ 9
N N N N N N N N N N N N N N N N N N N N N N
~~~~~ ~ ~~~~~~~~ ~~~~~~~~
in in in in in in in in in en in in in in in in in in in in in en
~ ~ ~ ~ ~ g g g g g ~ g g g g 8 9 9 9 g 9 9
Ul en
> >
~ ~
< ~
~ G'l
m m
Ul "
Gi m
z i!'i
~ m
m
o
Ul Ul
> >
~ ~
z Z
G'lG'l
III 0
~ ~
~ 0
z Rf
gill
en ."
~ ~
< m
~ ~
m Z
~~
~ ~
~ ~
~ Cl
Cl m
m ."
~~
~
::D:D:D:D:D::U:U
rnmmmmmm
~~<~~~~o<~
< <<<<
mmmmmmm
cn3:cnOG>:I:::D
Gi>>O>-<;;
z :Il Z Z ill ~ :Il
-jf:\~~<>~
,,:D:Dm~~
~ ~ ~ jjl
~ ;; ~
is m Cl
hi~2l
el x
Z
::u ::u ::u :II :II
rnmmmm
~~<~~~
< < < <
rnmmmm
o III 0 III 0
~~~~~
o!:o!:o
~zR:z~
ill g ill g iil
~~~~~
>Ql!:lm~~
:;;!:m><
z z ~ ffi
-i ~
:n :II ::u :II
m m m m
~<~~~
< < <
m m m m
g ~ l:l ill
ijl ~ ~ ~
po ~ :Il Z
@ ~ ~ ~
-jzm~
iii I@ >
:Il ~::::
~
~
'" '"
N ..... N ...... 0 0
$3
m mmmmmm
> r- r- r- > > )> > > > (') (I) en en en rn r- r r- r- r r-
(') ~ ~ ~ (') 0 0 0 0 (') < ~ < < < ~ ~ ~ ~ ~ ~ ~
J: J: J: J: J: J: J:
~ ~ ~
8 B B
i.n in ill
9 9 9
:Il :Il
m m
~ ~
" ."
m ;;
Z m
hlg
~
<
m
:Il
iil
III III III
C C C
r=r=;=
Cl Cl Cl
Z Z Z
G)G'lG)
:Il :Il :Il
m m m
~ ~ ~
~ ~ ~
o III >
!l!l
en en
00
~ ~
~ ~
in c.n
00
'" '"
." ."
~ ~
m m
!: !:
m m
~ ~
~ ~
:Il :Il
>< ><
Z Z
G'l G'l
:Il :Il
m m
~ ~
~ ~
~ ~
, ,
ill ril
!: :Il
2l ~
:Il Z
> m
:Il Z
-< -i
~ ~
" "
~ '"
9 9
in in
Sl g
G'l0
:Il~
em
III >
III :Il
Z Z
G'l G)
i'i i'i
:Il :Il
m m
o 0
N N
00
~~
." '"
8 8
8 8
MM_.MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
8
!l.
..
8
I:
8
8
..
..
:3
8
~ ex:
." ."
m m
:Il ."
" ;;
." m
~ 0
=u~
~ Z
~
Z
mcnrncnmcncn
~~~~~~~
~~~~~~~
G) G'l G) G'l G'l G'l G'l
~~~~~~~
Cl Cl Cl Cl Cl Cl Cl
:II ::u :EI :EI :D :EI :EI
lIppp~ Ci oj oj
:Il :Il :Il :Il :Il :Il :Il
0000000
~ ~ ~ ~ ~ ~ ~
:EI:EI:EI:EI:D:D:D
0000000
ZZZZZZZ
'"
Ul
8
o
in
p>
N
o
8
~
:g
..
'"
~
8
M........M....
..
.. ..
.
80
~ '"
~~~~~~~~~~~~~~~~
~ '"
~s
~~
. 0
88
~~~ii~~
8888888
."
8
8
o
in
f(l
'"
o
8
.. ..
'" 0
8 ~
88
~ ~
G) >
:Il Z
me
G'l !;
~ ~
" >
00
c ><
Z ::!!
Cl ~
>1.':
a~
~
o
:$
~ ~ ~
m m m
en Ul !:
." ." <
'" '" '"
in in ~
Z ~ ~
~ ~ ~
~ Z G'l
> G'l 0
:Il 0 0
z 0 c
G) C :Il
o ::D m
g l:l !:
~ ~ ~
~:Il~
~:f!!!
ill m
.
III
~
G)
:Il
m
G'l
~
~
m
10
IS
o
!;
Ul
en
'"
m G'l 0
~ ~ ~
~ ~ ~
~ !; Z
o :Il m
~ 2l ~
ril ~ ~
o 0 ~
:;; ~ 0
b~~
~iS~
'"
. ." '"
01 Q) Co.> .....
a>
~~mio~
:3
e
8f;i888~
888888
....
8
8
..
'"
'"
8
~~......~f(l~f(l1ll~......1-",~..",~~..~..
80!"fi'ol!llS"'''''''8lS!'''''''''w.- __"'",a>
g88888~~~888~888~88~88
~ ~ ~
en en en
2
!!!!..
'" '" ...,
~ ~ ~
888
'"
it';
.
8
......
.. ..
88
88
.. ..
!ll0~ '" 0 8"'S! ~~ ~ ~"'~ .l)1", 0"'''' o",~",C;;o~fl ~ o:;:"'oP
CS ............... 0 .....0, U. CS""e.,) CI,) O)m01 ,"me.,)..., 1\).....1\)..... 0 "".(DO).Ilo X
~""M""""""""~~"""""""""""""""""~M""""""""~""""""""~"",,..~..~................~
I>!
I
88
88
~ ~
" "
~~~~~~~
J: J: J: J: J: J: J:
~8
88
88
88
~ '"
."
~
51~
88
~ '"
~~~~~~~~~~~~~~~~
o
in ~
f(l~
g; 8
88
~
'"
...,
in
o
......~......
..
8
8
.. ..
..
'" .
g; 8
88
'"
...,
in
o
l)! 8
88
c;;
...,
in
o
'"
~
8
1Il m
'" 0
~ 8
'"
~
8
1Il111
'" 0
~ 8
o
in ~
"g:
1Il '"
~I~
..
'"
."
o
8
'"
'"
o
8
'" 0
~~
88
00
-< -<
d d d
Z Z Z
8~
~ '"
tn:....
0'"
..., '"
imi
888
'" 0
~~
88
a> '"
::" 0
~~
~ t
......
..
.
IX>
!\l
8
~ ~
i ~
~ t
o
-<
000
-< -< -<
'"
~
'"
t ~ '"
.......:...........
'" '" '"
'" a> '"
~
~
'"
8
g:rglll
888
~
~
'"
8
'" ~
8l8fl
~~Rl
'" ..., '"
8 ~ 8
t
;j
'"
'"
o
;f!.
'"
'"
'"
a>
a>
!!
~
:..
:ll
8
..
~
:ll
8
..
.. ..
..
.. ..
~
8
. '"
~ .
~ g:
88
~
~ 8 fl
~ ~ OJ
:ll ..., l)1
8 ~ 8
*
8
m m ~ ~
8888
ilItMMMMfRM
..
'"
~
8
~ sUi ~
888 8
8f;i888~
888888
'" ...,
:g~g:~:g~
888~88
MilItMtflMMMMMM6't
...,
g
8
~
8
8
'"
:8 ~ m ~
88 8 ~
...,
:g ~
88
'"
.
'"
.
8
8 8
8 8
'"
~
~
~
III
~
Z
~ ::j
. ;!
g
III
n ::j
~ 12
~
z
~
en
c
Z
::j
om
Ci-i
o ~~~
~ g
~
~
8
8
8
... C
:II Z
~ ::j
~
~
8
I
o
c
!i
o
o
~
:II
~
g ~ 8
~ ~ c
-< ~
o
~
1Il
~
~
o
j"
2
..
g
~
<D
'"
'"
'"
8
I
o
c
!i
.. ..
-i
i ,
'" , f
~ ,
8
o
~
o
'1l
."
:II
o
:II
~
;:Il;
m
..
o
8
8
;;
"i
'"
...
i
f
.
~
8
~
f
..
ri
~ ; ,
8
..
~I
~ i i
8
..
;!I
'"
8
o
~
o
I
en
o
3
o
o
c
~
l:l
8
8
I
o
c
!i
tn
~
:a
.....
C?
0)
...
~
I
...
o
m2
z<
C>Ci)
z6
mz
mo
~'TJ
tne')
mo
~~
~tn
~c
m~
~
~
::D
-<
m
><
::r:
iii
::j
0)
I
~
'i
2
'~
:i!
:i
:r:
~
J
I
,i
;
if
'" '"
~ ~
~~
";::
m ."
g fi
> -l
~ ~
~ ~
> >
Q cJ
~~
z>
C 5l
a ~
"
CD
>
"
"
m
r
'"
~ ~
:I: :I:
ttXl
p 8
88
'" '"
'" '"
l:ll:l
g '"
'" ~
" 0
m 0
6 Z
o ~
~ ~
8 i!ii
~ ~
ill Z
nl ~
i!ii ~
c m
~ ~
~ ~
" Gl
" Z
!ii~
....
r r
'l1 'l1
Il(l~
i\) c.n
'" 0
'" '" '"
'" '" '"
~ ~ ~
'" !II '"
0; x ~
:il CD "!
c ~ 0
Z ;:: 0
~ z ~
nl g ill
0", iil
c ;:: c
~ l!.l "
!JJ ~ iii
::
?<
."
~
m
;::
m
Z
-l
'" '" '"
'l1 -< -<
;:
o
~
~~~
888
CJl
....
'" '" '"
'" '" '"
~ ~ ~
en en in
g 9 g
000
000
Z Z Z
000
" " "
m m m
iil iil iil
000
c c c
" " "
CD CD CD
'" '" '"
Gl Gl Gl
CCC
~ ~ ~
" " "
c c C
m m m
'" '" '"
C5 C5 C5
Z Z Z
m !f ~
'" '" ~
.. .. ""
r r r
'l1 'l1 'l1
..
~
'"
~
I!l!!!!
'" 0 '"
8 8 8
'"
'"
""
'" '"
'" '"
~ ~
~ ~
'" '" '"
~ ~ ~
'"
o
'"
~ i.n
'" ~
'" '"
~ ~
~ ~
N N I\) I\) I\) I\)
cncncnUlUlUl
lillillillillil g
ena.ininlniJI
22222g
I\) N N N N I\) N N N N N I\) N N N N N N N N
~~~~~~~~~~~~~~~~~~~~
"''''gggg!llgggggggg!llgggg
~ ~ ~ W W N ~ N N N N N N N N ~ N N N N
~~01~~~~:r~Oi
~ :: :: :: 8 g 8 ~ ~ X
~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ " ~ ~ ~ "'o-l ~ -l :: ~
";::>>.,, ~ mc
~~ZZ;jj~o ~~
~~~~~~~ .,,~
~::l~~m~o
5:!;;~~"X'"
::l :;; 13 13
~ 0 Z Z
zoo
o r r
r", '"
'" '" '"
'"
~"l"l0i~qaeOl0l8
",,,,"Ox:!!Gl~Z
;jj;jj;jj~ril~nl~
mmm~E;;~9
~~~mGl!<rii~
~NN ~~~
U1 en Z C ::t
~mm ~~~
rnHlHl ~
"
;::
>
Z
." ."
=ti ii
m m
CD CD
m m
Z Z
o c
8 ~
o 0
m m
Gl Gl
" "
m m
m m
'" r r
-< 'l1 'l1
m m m m m m m m m m ~ ~ m m m
~ ~ fi fi fi fi fi fi fi fi fi fi 0 0 fi fi fi
I I I I I I I I I I I I I I I
'" '"
!!l ~
..
~ 0 m
...., ...., N ......
...... ...... N Co) N
~~~~~~~~~~ii~~~~;~i~
8888888~~88888888~88
~ ~ n:: ~ ~
00000
w w t.) (,,) CI)
~~~~~
Sl ae 0:
'" 0 x
nl c ~
m iiJ ."
r C <
om 0
> c ::
'" " -<
~!il~
." 0
~ ~
19
r r
'l1 'l1
m m m
fi fi fi
:I: :I: :I:
~~~~g~~g
--"''''''';::
~~~~~~~~
~ 8
'ii Z
m ~
." 0
r -l
~ cJ
m
X
en
::l
Z
Gl
'"
>
Z
~
"
-<
'"
m
::
m
"
&l~~'i~~o:o:
m::ncn:D::IJ:D:lJ:JJ
"'0"000000
>">"'tJ""O,,"tI,,
Z=oZ:;;=;;=u=u=u
:Dm:Dmmmmm
Ocn(')cncncncncn
"tIm""Ommmmm
'ii::'ii::::::::::
mmmmmmmm
>:D>:D:U:DJJ:D
"c"ccccc
(')mommmmm
;:[cn::rcncncncncn
~~~~~~~~
mOmOOOOO
:JJ':JJr-r-r-rr-
0-0---<<
r r
~ ~
~ ~
~~
~ ~
0: ~
." ."
< <
00
." ."
=u =u
m m
'" '"
m m
:: ::
m m
" "
",lei;
c c
" "
~~
r r
'l1 'l1
!!l !!l
"" '"
S$
~Xl
00
88
~*MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM~~~~~~~~~~~~~~~~_~~~_~~__~__tlt_M_~_fIt
'"
So
Co>
'" '"
'" '"
'"
~
8
~
'"
o
....
....
o
'"
'"
8
8
'" '" '"
'"
'"
8
8
CJl
~
8
~
l!l
8
'"
'"
....
'"
o
....
;;;
&l
In
!!
""
a.
'"
'"
8
'" '" '"
'"
""
'"
'"
'"
8
'"
'"
&l
8
'"
'"
....
&l
8
'"
t S1
~ ~ .... 8
_________fltMftMft_
I!!
i
'"
8
8
CJl
3
8
III
~
8
c.z ~
CD 0
~ ~
;:: 0
Z "
om
c iil
'" ::
~ ~
r= "
>Gl"
~2l~
o nl c
~ ~ ~
iil !;; ~
~ ~ S!
r nl ."
g " 0
" ~ 5:
;:: '"
> '"
-l m _
o_
r
o
'"
m
C
o
m
r-
r
'"
'"
8l
8
"0000000
~i'n~~~~~~
o ::l '" '" '" '" '" '"
ZZ-l-l-l-l-l-l
~~~~~~~~
~~~~~~~~
~~l41mmmm~
~!:(eneneneneni!
:I: i:II:II:II i "
~ ~~~~~~
m c!c!c!c!c!~
"""",,:1:
mmmmmQ
~~~~~fTi
en en en en en
C5 C5 C5 C5 C5
zzzzz
....l1l~..Gl
J;:l./..ti;;:
tatalGlGg
OOOO~
mmmmmmm
fififififififi~
:I: :I: :I: :I: :I: :I: :I:
'"
'" 0
'"
:;: CD ~
~
."
m
..
'" '"
'l1 'l1
'" '" 0
-< -< -<
~:@~~:@~
----~~~-
U'I"'~~~S!!NN
l5l588oo~Ul
88888888
~ '"
~~
88
'"
,!')~--N 01
88~~~
8888~
!!l ;;;
i~
g g ~
'"
'"
.:: <0
~
:@~:@
U1 U1 U1 U1 01 01
000000
tfl. '#. tfl. tfl. -::J!. :/!
N 0 0 ~
i.n i.n i.n .... i.n
~ ~_!:~
~ 888~
8 8888
---~----
~ '"
8 8
8 8
'"
_ ~.(:It.(:lt
~~
~ 8
gf<tm
888
'"
8
8
-- :::...
8 8 8 ~
888 :5
.. ..
CJl '"
8~
'" '"
8 8
CJl ~
~~~
888
~~N ~--~?N
~~m8l!l~88~
888 8 8 8 8 8 :5
888:3
8888
'" '"
88~~~
88888
__.(:It~~~_~_~~~____.(:It~__
~:cncn~
sssss
gXlXltt~
8~~~~
0---- N
~~~8~
88888
~ fit M fit tilt
0---- N
~~88~
88888
r- r- r- r- r- r- r- r-
." "T1 ." ." ." ." ." ."
~ '" ~ ~ CJl
~:g<otl!l
~~~~~~:@:@
!~g~~ili~~
88888888
~:::~~!D
3~~~13
88888
'" ~ ~ ll!
~~<oto
~~~~~~~~
'" l:l
~g&;~~
:Jm~~~
~~~28
88~88
~~~_M~_
.. tit (,IIt.(:lt tit
N en :: N ....
~~~~8
:58~88
'"
'"
8
8
'"
"'1'>
~~
88
g~ ~ 8
5c
-< ~
go
-l ::e
i J
r i
~
'" '"
!ll Ol
~ ~
88
II
~I
i i
!J
~~::: Nb:
____fit__tit
~--bU'lg; ~g~Ogb""Nb b--bb ----N~N i"cncn~ m~~~~ ~a
~(,IItfltfltflt~_flt_flt~_flt~fltflt~fIt_flt~~fltfltfltflt__~fltfltfltfltfltfltfltflt_flt_flt____
'"
iil
8
""
'"
'"
'" '"
~ ~ ~
~
~ ~ ~
""
;;;
'"
~ ~ ~
Xl
...
'"
....
'"
8
1ll",!
... '"
8 l!l
8 8 ~
'"
'" '"
'"
~
8
'"
'"
..
'"
....
'"
8
'"
Ol
....
'"
CJl
ig
'" '" '"
""
8 ~ ~
8 8 ~
i i
"''''
it ~
Sill
'" ""
8 8
"" - ....
8~~ 88
88~ 88
-- ::: U1 0;
888m~
88:58~
'"
0,<0
'" '"
o '"
o (n
00
'"
~ ~ N CD -- -- N N
8 8 ~ 8 @ 8 8 8 8
888 8 8 is 8 is is
~ ~ N CD -- -- C1'l N
88m838888
8 8 8 8 :5 8 8 8 8
88:3 :3
8 8 is 8
'" ~
8888~
88888
88:3 :3
8888
'" '" ~
88888
88888
o .... -- N
~~88~
88888
N01:::NCD
~~~28
88~88
!ll CJl
~ ~
88
z =l
P ~
c
~ =l
~ ~
o
z
c
z
=l
om
~i~
~~~
c
~
." C
" Z
~ =l
I
o
c
!j
...
g
~
I
o
c
!j
-l
i!
"
...
c
=
f
.
m
i
i
i
o
~
I
o
c
!j
(')
o
~
::Il
~
w
>
:a
....
9
m
..
N
I
..
CI
m2
z<
cHi)
ZO
mz
mo
J;!'TI
w(')
mo
~~
~w
~c:
m~
i:
:I>
:D
-<
m
><
::t:
OJ
::j
m
(')
:;!
o
'11
"
::Il
o
::Il
5:
~
m
en
~
(')
o
c
~
I
~
'i
2
'-
~
~
:~
o
~
%
I
J
J
~
,i
;
if
'"
sa.
'"
t!
I
I
in
!
:...
'"
!Z
:
'0
<I)
~
Co>
...
-
'"
...
in
<I)
-
S
Q
:u
,.
z
c
....
o
~
r-
(')
~
>
o
;::
z
en
:i1
~
o
Z
..
~
...
'"
;"
.....
CX>
:...
'"
...
.....
1sl
Ol
&:
...
*
~
;:j
en
i3
...
!:1
i
:...
en
......*
N
<I)
t
<I)
~
!Z
-
'"
!
:..
Co>
...
~
~
GO
-
c..
'"
~
iD
U1
'"
b
""
.....
~
~
-
:..
8
'"
U1
>
o
;::
Z
en
:il
>
::l
o
Z
o
."
C
-l
r=
~
~
"
:D
o
<
m
;::
m
Z
iil
c;;
t.
(')
:0
'"
6
'"
m
:.-
:n
....
o
~
~
.8
Z
o
Z
;,
>
:D
-l
fi
;;
~
Z
Gl
~
'0
~
o
."
"
:D
5
:D
>
;>;
m
C
-l
;=
~
po
~
o (") () "lJ en
:a ~~~ffi
;:; ~ ~ ~ d
2 ~?5~~
en (j)S~cn
j. :i1 Z g;!
:v ~mGl
... ~ ~ ~
% ~ ~ ~
~~~zGl
! z_
.s G>......
(j) ~
~ ~-
:!I
(;
'ii
~
Z
Q
....
o
~
r-
Ib
'"
-l
:D
>
;=
~
"
:D
o
<
m
;::
m
Z
.m
...
'"
~
ft ~ il't (;It ~
Ii CD~NO)
W a,tng~
Cil !:l ~ 0 8
Co 8888
o
~
8
*
U1
'"
'"
co
<0
""
*
U1
'"
'"
c,
'"
CX>
N
U1
~
*
...
N
!:1
~
-
A
<I)
c..
'"
~
~
f;It~!!~
~.I\) ~ ~
m g ~ ~
~ig~i!:
io't iIt $ io't
'"
~ "'...
~~t~
~ ~ ~ is
~~;~
~~~~
~g;tn~
N N N N N N N N N N
~ ~ ~ ~ ~ m ~ m m m
~~~~~~~~~~
(nbttntnmc.nCni.nu,u,
~2222222gg
~ ~ ~
oenen
000
C C .-
OJ 0 0
hi c r
13 ~ ~
r- -< ::E
6 ~ ::r:
r- r- iil
~~
~ ~ ~
o Z -l
::E-l
~ ~ ~
en:DO
~ 0 r-
Ei f:l ~
r-z- ~ Z
m Z m
ill ~ ~
r- m r-
5 .- 0
::E 5 ::E
. ::E m
m "
~ ~ e
~ ~ -<
-<
"': ~
" "
eno~~
00 m m
6 53 ~ ~
~hi~~
men;:: ;::
::E ~ m m
:x: Ei lIllll
~r->>
z ~ ~
qJ~5iP
o F ~ ~
~ ~ ~ ~
:D :D
m :D 0
" 0 ::E
~~m
-<m"
" 0
~ ~
-<
m m
r,o.....>>
"'T1 "l1 " "'T1 II ." ." "T1 0 0
:x: :x:
"
>
Z
-l
~ '" '"
:g8~~~",~
'" '"
~~~m8' ~~~~88
0'" '" '" '" '" 0 8 8
'" '"
'" '"
.... ....
'" '"
~~
~ ~ ~ ~
...., ...., ...., ....,
Ut UI U1 Ut
in i.n i.n i.n
~ ~ ~ g
I\J N N N
CJ'I en 0'1 0'1
...., ...., ..... .....
w t.) CI,) w
i!l '" '" '"
'" l!l l!l fG
I\) I\) I\J I\) N I\)
~~~~~~
en 0, in tn in (n
~~~~~~
en (') ::I: ::IJ Z en
~fiit~~~
::E5;~gjj!!"
r-o"~~~~~m
O>OGlr-
::E~:D~zen
~~~lil-:l~"
~;>;x-l~m
mm~;::>oo
:D:D"':D
~ t ~
:D
mmmmm
i!) i!) i!) i!) i!) ~
:x: :x: :x: :x: :x:
....
'"
... 0
888~~~
. . . 8 ~ .
888888
!;l
'" '"
~ ~
~~
C! :xl
IPn
lililJ
~ 8
~ ~
~ ~
m
> r-
o en
:x:
o
~
'"
...'"
l!l '"
. ~
8.
8
~ 0mmio'tmio'tio'tm~(;#tMio'tio'tMio'tMmMMMMMMM~0~~~~M~~
~
N
l!l
'"
'"
....
'"
en
~
.Jlo.NC>>CO(.o)(.o)i\)
g~g~~88
88i!:i!:888
...
-EItMMMMMMfRMM
QO
...
m
~
Ut
o
...
cD
'"
CJ>
'"
;.,
'"
'"
....
~
'"
;.,
'"
Cl)CI)omCl)cnCD
~~~i3g~~
oC;::cncoo
;::;::m5z~F
~~~8~
m m "T1 ~ m
(.0) N m :D ):
~ 8 ~ ~ ::E
:DF;jlDZ
g:: ~
'" ;>;
~ ~
o 0
~
Gl
o
:D
-<
'"
Z Z en
JnJn~
~ ~ "T1
""m
:D:DZ
000
ntntm
00 ::t
g g 'il
Z Z m
:J:
~ ~ ~
m ril ~
0> g
~
r- r- r- UJ en ~ r- >om ~o r-
llJCDCD-<-<:D"n "n
m :J::X:
~ ~~~
~ m ~ ~
~ * cD
~
::&::&
~
fRMfRM~~M!:!:fR
WNOl\)l\)gWcnU'lI\)
i!: 8 ~ 8 ~ 8 8 ~ ~ i!:
'"
~~mii~ii~~
i!:8~8b188888
~
o
! ~
'"
~
'"
o
>!!
'" '"
00
'if!. ?fl
'"
~
g
Ut
t ~
'" ....
N
'"
'"
'"
'"
en
'"
N
'"
'"
...0
~ ~
b1 8
...
....
'"
'"
8
MMMMMM
'"
en
'"
N
'"
o
~ ~
~ 8
....
'"
'"
8
MMMMMMMMMM
'" '"
8 ~
'"
o ~
'" '"
g: 8
... ...
... '"
Ol l!l
'" '"
8 b1
Ol 0
:g ~
88
'"
:g8~~~",,,, :i~~~~",*",...~
MMMMMMMMMMMMMMMMMMMMM
'"
:::!
...
'"
ill
~~~~~88
88i!:i!:888
o CD ..... ..... N ......
m~~~~~~~8~
~8i!:8b188888
l!l
8
l!l
8
M M........ tit flit
Ol
'"
'"
8
""
'"
o
8
..."".........
g g
8 8
~
~
8
!;l
......
M 4iI't .. 4iI't ..
...
;:
o
8
~
8
o
~
!;l
;.,
....
o
N
lil
...
'"
'"
'"
...
Ut
o
... ...
'"
8
8
...
'"
....
~
Ut
o
o ~
~ 8
CJ>
~ ~
i!: 8
g:
..,
i!l
'"
z
en
~
r-
r-
en
>
~
m
o
."
m
Z
o
m
r-
."
~
...
m
8
0>
....
'"
8
o
c i3 0
~ ~ g
~ -< ~
ao
~ ~
i I
r i
~
...
II
~i
-l 'a
i. ·
- jl.
[ I
ji.j:C
z =i
Pi
g
~ =i
! II!
(5
z
c
z
=i
g~-l
~I:~
~~je
g
~
'a C
:Jl Z
~ =i
~
o
c
!i
1/1
o
,
~
o
c
!i
-l
i!
"
...
i
J
.
I!!
:I
f
"
i
o
I
~
o
c
!i
o
o
!j
:II
:J>
o
-l
en
i>
:a
.....
9
'"
...
I\)
J
...
o
m2
z<
C)(i)
ZO
mz
me
:l?"
en(")
me
~~
~en
~c
m~
~
:I>
:tI
-<
m
><
:z:
iD
::::j
'"
o
:;j
o
"
"II
:Il
(5
:II
~
:l'l:
m
tn
o
~
o
o
c
~
'TlnUlm
~~ ~~i &Ul'uZ
2~' e
~~ ....8~
.;!N"'m
0: ~~!S:Il
&1
~ ~ c. Ul
-.lj!!Iln
~~
i ...'VUl
~:";l
~i z~c
'V...n
:!!'l'::I
I 0"'0
:UCz
~ m
Ul
;lO; -i
m if
~
r.;r.;r.; r;;r;; U r.;1
~~~ n 81
888 is is 88 n
m o~
i;1!J ill !!l
a
88 ~~
8
-
.
'"
~r;;r;;r;;r;;~~n~~~ nnn~ r;;r;;n~ r;;r;;r;;r;;r;;r;;r;;r;; r;;r;; r;;r;; 'l!mmm~'l!'l! r;;~~~~~~~ 00 ~~~ 0 000
2~~~:r2Q -<-< -< -<-<-<
,5, ,.., 88 8~8~~S88 ,"0 '" 888
88888888 88 888 8
-N VI (0)
, , , . , , , , , , , , . , , , , , " "'" """,' " " ""'" "",'" " ~ila !!l ,~~
....iiO
iilU
888888888888888~8888 88888 88888888 88 88 8888888 88888888 88 is~~
I . , . i' , ~
. ,. ... ......,.
~ m
88888888888888888888
~ ~ ~
88 88 8888888 88888888 88 888 8 888 8888888888888888888888 888 88 88 8
.,.", I .,.""", .
- ~
- -
, , , , , , , , I . , , . . . . I , . t . , , , , , , , , , . ,., ,~, , I I . I I , , . !AI, , , ,p;l, . ,!'1', , , . . . .
8 8 888
111 !I
~~~~~~~, ~~, , ~, ~~~~, ~~~~~~~~~, , , , ~~~.~~~~~~~. ~~~,
88888888888888888888888888888888888888888888888
8888 88888888 88 88 ~~~~~~~ 8 8 8888
88888 88888888 88 88 8888888 88888888
88 8
888 88
~
~~ 0 ~
fiB ~~
88 8
t ~
, . , . . , , . ... . , :5~;a 8' ~, -~ - ' , iii' , , 'i
- ij 8-~ ~8 i ~Is
~88~88~8 h 8 II ~8 ~~ l!Il!Il!I ~ h~ l!Il!I~~8l!1l!1l!1~~l!Il!Il!Il!I~l!I 8 l!I l!I l!I~l!I l!I ~
88 8888888 88888888 88 888 888 8888 88 8888888 888888 8 8 88 88 8 l
~
~~;
, , '8 :i!~ 0 ~!l ,~ ~- ' !!' """2, ~ f
lh - tI 888 8~~88188 8888~888 -i!
- tlo
il~ 88 888888 8888888 n 8 8 8 8d ~, 8 8 i .
88 88 8888888 88888888 88 888 8 888 8888888888888888888888 888 88 88 8
,~h;;~,..,..",,.,,.,.,.,.,,.,.,,..,,.~,.,.,...,,, ,~~~n,~~,~;;" ,,.,,,,., ,~. ,"",", ,~~.~~, ,~,
888888888 8888 88888 8!888 88888 88 88 88 8 8 88 8 88 ~~ 8
,,~h,.., ",.",.!!l;!l, !!l;IB!i;;~"~",,,.., 00,)
8888 888888 888888 8 !!l!!l ~
~
~
, ~~, 8~~n~~
88888888888
~
o ~
~
""""',""""" "',' "."", " " ""'" ,,', ,," " !HI'
--
om
~88 888888 8~8 8 888 88 888 88 8 ~8, 88~~ 8 8 8888 88 S~8
88888888888888888888 88888 88888888 88 88 8888888 88888888 88 is~8
888
888 88 88
, . , , , . , , . , , , , , , , , , " "", ~l!12' ~, t~
'"
i"
~
'I
~I:
, ~
8 Of
;
!:ltS ~ -1:
8888888888888 88 888 888 8 a~~8~8~~ 8
88888888888888888888 88888 88888888 88
m
88 8 ~ 8 8 8 88 88888 8888 8 8 8 88 8
888 8 888 8888888888888888888888 888 88 88
, i. , t;' , , , -' , ---' , , . ~
"'" """.. " " "'"'' "",," " '" , ,,' """"'''''''''~".. '" " "
o~~~
, i
-~~
~
!I
888 88 88 88 8 88 88 8 8 8888 8 8 8 8 8 88 8 8 88888 ~ 8 888 88
88888888 88 88 8888888 88888888 88 888 8 888 88' 8888888888888888888 888 88 8'
'" - - ~
,+ ,~'" '~' '~~~'" '~""., ,~~~,~,~~""" '~~'~~'~' '~~'~~'~'" ,~~, ln~" +~"',.," ,~,n,~~~""""" ,~. ~
'"
~ _~ _ o~ . ~~..... - ~~
1 n. . , , , , , n. n, ~, , n. n + ' . . ~~, . ~, n~, , , ~, ~, , , , , , , , + n. m~~, , , , , , , , , . , ~
~ -
, , ~. , ~, , , , ~, , ~~~. . , , ~, , , , . , ,
8 8 8 888 8
:i!~ 80
~'"
lil___m___ ~~ _sa
..... !~~ - .....
~ ~8S _~~~~~~_~_!!8~8;1~~2tm~
H ~~ _I~
Ii ~ ~
88 8 ~
~i~
~U
m
Z
C)
Z
mm
m)(
~%
cniii
m~
~~
i
~
m
:I
;II
.
I;;I;;I;;I;;I;;I;;I;;I;;~~ 1D1D1D~~gl;;~~1;; ~~~~~!fl ~!;; I;; n 1;;1;; fR~~ 1;;1;;1;; I'll'l
:"": m %% X:I:X:r::I: %
ioJ~~8il1illb18:~~ .. . jgjg. . . sjg .~ ~ III 8: ~p~ 8:8
l!l80l81l18888l!l 888888 88 8 88 888 888
Ul......... ...,........ .~~~i!I~~. - " l!l
~~~!. i~8~..'1 '8 ..............2i: !fill -~ ail . !' .. 'Ill
~. .
.. -. .. -
t;S88 ~Hl ~ !;j- 8 $ ~
-8
888888 88 8 88 88 888 888 88 888 88888888
. , I , , . . . .. .. I . . , . . " ., I , .. ., , " . I .., .,. " ., e ....'. I PI,) I.
..
~
a:
....
~ 8888888888 8888888888 888~88 88 8 88 88 888 888 88 888:
- - l!l
"~, ,~~:-":-"~,~P., .iii~,~~, .~. I ,~" .~,. .!-'D, ,:-". ,.""'.,
8 88888 8~ 88 88 8 8 8 ~ 8 8
" ~'GJ ....
.t $: $.!!j w:! .. . .. ,
.. III . !II U
II
d 01 l!! ~d 8l!lM ~~ l!! l!! l!! l!!l!!l!!l!!l!!
88 8 88 88 888 888 !!i8 888 88888888
,....,.... "...,.... """ .. , " ,. ,.. ,.. ..
u~ 'Ill' __:0:..'
m
z
C)
Z
mm
m)(
'i!:r
0iii
m::j
~CJ)
i
~
m
i
~
8 ~~~~~~~~~8 8~~~~~8~8~ ~~~8~8 ~8 ~ 8~ 8~ ~88 8~~ ~
, !!l~' . ~s' _'
"
. i:; I " ., ,. I .., en.
~
i
"
'"
..
..
~ l!! l!!l!! l!! l!! l!! l!!l!!l!! ~l!l
88 8 88 88 888 888 !!i8
~
~
il:
" .. ..
.~ .iil ,&
~ .. ..
~ III I ~~
io l!!~ l!l l!l. l!!d ~l!l. l!! l!! l!!l!!l!!l!!l!! l!!l!!
'" 88 8 88 88 888 888 88 888 88888888
.." I.",. I..",.." .".,. ., , " ., . " ." ,.
!.~
~
:;:
-.,
;;j
8 ~~~~~~888~ ~~8~~~88~~ 8~~~~8 8~ ~ 8~ 8~ 888 ~8~ ~8
"
, I . . , , . . .. .,.,....., ... I ,. . g . ., .. '" " I ., ,., ,.,. I , , ,
~
~ i
8 ~~~88~~888 8~~~88~8~~ 8~~8~8 ~8 8 ~g 88 8~8 ~8~ ~~ 88~ 8~~88888
.... CD JII....
..-~ .." III = & ~; ~_..~
. 888' . . . . . 8:' . ii' , . . . , , . . . . 8' 8' . . , 8' 8' 8' . 888' 88'
i
.....
lil
..
N
,~~~, , , . . ,~, + ' , , , , , , , , l i. , , l i.:, ,~i~, n,
. ~18
--..--~ f- t ~~ ~~ $!i m~~ 1M AKe ~~~~-G=: