1a-1). Stone Creek 6th Addition Hans Hagen Homes Final Plat Approval1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
MEMORANDUM
CITY OF
CHANHASSEN
690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317
(612) 937 -1900 • FAX (612) 937 -5739
TO: Don Ashworth, City Manager
FROM: Kate Aanenson, Planning Director
Dave Hempel, Assistant City Engineer
DATE: June 26, 1995
SUBJ: Final Plat for Stone Creek 6th Addtioi
Project No. 94 -16
am By C14Y Admtnistratoy'
Rodi@ie
Date Submin-d to Cemmissiotl
1
p� bmitte
On April 29, 1992, the City Council approved rezoning of the subject property from RSF and
RR to RSF with the following conditions:
1. The applicant shall enter into a development contract containing all of the conditions of
approval for this project and shall submit all required financial guarantees. The contract
shall be recorded against the property.
2. Compliance with setback standards established in the Compliance Table.
3. The applicant shall meet all conditions of the Subdivision #92 -1 and Wetland Alteration
Permit #92 -3,
The Council also, approved Wetland Alteration Permit #92 -3 with the following conditions:
1. All wetland areas will be protected during construction by Type III erosion
control. The erosion control shall be maintained in good condition until the
disturbed areas are stabilized.
2. The proposed wetland setbacks and buffer strip shown in the compliance table for
each lot will be recorded as part of the development contract. The buffer strip
may not be less than 10 feet wide. The buffer strip will be preserved by an
easement.
Stone Creek 6th Addition
June 26, 1995
Page 2
3. Alteration to the wetlands must occur when it results in the least impact to the
wetland and not during the migratory waterfowl breeding season.
4. The applicant shall receive permits from the DNR and Corps of Engineers.
5. The applicant shall meet all conditions of the Subdivision #92 -1 and Rezoning
#92 -2."
The City Council also approved Subdivision #92 -1 as shown on the plans dated April 29, 1992,
and subject to the condition that staff work with the developer to attempt to obtain a second curb
cut onto the county road. Failing that, this layout as proposed without the Timberwood
connection will be acceptable, and subject to the following conditions:
1. A tree conservation and wetland buffer easement shall be placed on the plat. All building
sites in the tree conservation or wetland buffer shall be shown on the building permit.
2. The development shall follow the standard in Subdivision Regulations, Section 18 -16,
regarding landscaping and tree preservation.
3. Park land shall be dedicated, 8 acres of property, as recommended by the Park
Commission, including a 20 foot easement south of the Timberwood subdivision between
Timberwood Drive and the park.
4. A front yard variance shall be granted to all homes that fall into the tree conservation
area, but in no case shall the setback be less than 20 feet. '
5. The applicant shall convey to the city a temporary easement for the temporary cul -de -sac
at the end of Boulder Road. In addition, a sign shall be installed on the barricades stating
that the street (Boulder Road) will be extended in the future.
6. The appropriate drainage and utility easements should be conveyed with the final plat
,
over all utilities located outside of the public rights -of -way, along with standard easements
over each lot. Timberwood Drive shall be constructed 35 feet wide gutter to gutter.
'
7. The applicant shall receive and comply with all pertinent agency permits, i.e. Watershed
Districts, Health Department, MWCC, etc.
'
8. Storm sewer calculation for a 10 year storm event, along with pond storage calculations
for storage for a 100 year storm event, 24 hour intensity, should be submitted to the City
Engineer for review and approval.
'
Stone Creek 6th Addition
' June 26, 1995
Page 3
19. The final plat shall be contingent upon the city authorizing a public improvement project
for extension of trunk sanitary sewer and water facilities to the site.
' 20. As a condition of final plat approval, the applicant shall enter into a development contract
and provide the financial security to guarantee construction of the improvements and
payment of any pending assessment.
9.
A deceleration and acceleration lane on northbound County Road 19 shall be provided
along with a bypass turn lane on southbound County Road 19 to improve turning
movements into the development.
'
10.
Watermain pipe sizing shall be increased to 8 inches in diameter on Forest Road and that
part of Stone Creek Drive lying north of Forest Trail.
'
11.
All storm retention ponds shall be constructed to NURP standards as well as provide
'
storage for a 100 year storm event.
12.
A p ermit from the railroad (Twin City Western) will be required for any grading or
construction activity within the railroad right -of -way.
13.
Fire hydrants shall be spaced approximately 300 feet apart throughout the subdivision in
accordance with the Fire Marshal's recommendations.
14.
The proposed earth berm along County Road 19 shall be reduced or relocated easterly to
provide adequate room for future trail considerations.
15.
All areas disturbed during site grading shall be immediately restored with seed and disc -
mulched or wood -fiber blanket within two weeks of site grading on or before November
15, 1992, except in areas where utilities and streets will be constructed yet that year. All
areas disturbed with a slope of 3:1 or greater must be restored with sod or seed.
'
16.
The developer shall provide adequate access easements for maintenance purposes to the
proposed retention ponds.
17.
The developer shall construct the utility and street improvements in accordance with the
1992 edition of the City's Standard Specifications and Detail Plates and shall prepare final
plans and specifications and submit for city approval.
18.
The developer shall acquire the required utility construction permits from the PCA and
'
Minnesota Department of Health and street access permits from Carver County Public
Works.
19. The final plat shall be contingent upon the city authorizing a public improvement project
for extension of trunk sanitary sewer and water facilities to the site.
' 20. As a condition of final plat approval, the applicant shall enter into a development contract
and provide the financial security to guarantee construction of the improvements and
payment of any pending assessment.
Stone Creek 6th Addition
June 26, 1995
Page 4
21. The applicant shall be given credit for any trunk utility improvements they may install
as a part of their overall site improvements. The credit will be applied towards the Upper
Bluff Creek sanitary sewer and watermain trunk improvements. The credit amount will
be determined as the difference between a standard lateral pipe size (8 inch diameter) and
the proposed trunk improvements which are 12 inches in diameter.
22. The applicant/builder shall provide, at the time of building permit application, a tree
removal plan and grading permit for 11 wooded lots, specifically, Lots 1 through 7, Block
1; Lots 1 through 24, Block 4; Lots 1 through 21, Block 5; and Lots 1 through 12 and
15 through 24, Block 4.
23. The applicant shall work with staff to explore the possibility of conveying backyard
drainage from Block 5 into the development storm sewer system.
24. The outlot along County Road 19 (Galpin Boulevard) needs to be replatted with another
lot.
25. The applicant shall meet the conditions of the Rezoning #92 -2 and the Wetland Alteration
Permit #92 -3.
FINAL PLAT REQUEST
Stone Creek 6th Addition final plat request is for 16 lots. The streets, utilities and site grading
were previously extended to service in this area with the 5th Addition. The tree conservation
easement is located beyond the wetland edge so that a natural buffer from the wetland exists.
A tree conservation easement is proposed over the rear of Lots 12 -16 of Block 1.
Staff has allowed the homes to be placed adjacent to the conservation easement but in no case
shall any structure be allowed to be built in the conservation easement. If a patio is not shown
on a home the house must be placed at least 12 feet from the conservation easement. Lots with
conservation easements are required to provide a grading and tree removal plan. The city
typically allows for a 15 foot wide tree removal limit around the home.
SUBDIVISION
1. A tree conservation and wetland buffer easement shall be placed on the plat. All building
sites in the tree conservation or wetland buffer shall be shown on the building permit. '
There are 5 lots that have tree conservation easements in this phase. Tree '
conservation and wetland buffer easements will be recorded in conjunction with
recording of the final plat and development contract.
11
Ll
Stone Creek 6th Addition
' June 26, 1995
Page 5
1 2. The development shall follow the standard in Subdivision Regulations Section 18 -16
regarding landscaping and tree preservation.
• Streetscape is not applicable in this phase.
3. Park land shall be dedicated, 8 acres of property, as recommended by the Park
Commission, including a 20 foot easement south of the Timberwood subdivision between
Timberwood Drive and the park.
The park property was dedicated with the Second Addition.
4. A front yard variance shall be granted to all homes that fall into the tree conservation
area, but in no case shall the front setback be less than 20 feet.
• There are 5 lots that have the conservation easement and would allow for a 20
foot minimum front yard setback. In no case shall anything be placed inside the
tree conservation easement. A home with a deck/patio may be placed adjacent to
the easement but a home without a deck/patio must maintain a 12 foot setback
from the easement.
5. The applicant shall convey to the city a temporary easement for the temporary cul -de -sac
at the end of Boulder Road and Stone Creek Drive. In addition, a sign shall be installed
on the barricades stating that the streets (Boulder Road and Stone Creek) will be extended
in the future.
• This condition is not applicable with this phase.
6. The appropriate drainage and utility easements should be conveyed with the final plat
over all utilities located outside of the public rights -of -way, along with standard easements
over each lot. Stone Creek Drive shall be constructed 35 feet wide gutter to gutter.
• This condition has been met.
' 7. The applicant shall receive and comply with all pertinent agency permits, i.e. Watershed
Districts, Health Department, MWCC, etc.
' 0 This condition has been met.
' 8. Storm sewer calculations for a 10 year storm event, along with pond storage calculations
for storage for a 100 year storm event, 24 hour intensity, should be submitted to the City
Engineer for review and approval.
Stone Creek 6th Addition
June 26, 1995
Page 6
• This condition has been met.
9. A deceleration and acceleration lane on northbound County Road 19 shall be provided
along with a bypass turn lane on southbound County Road 19 to improve turning
movements into the development.
• This condition has been met.
10. Watermain pipe sizing shall be increased to 8 inches in diameter on Boulder Trail
(easterly portion of Stone Creek Drive) and that part of Stone Creek Drive lying north of
Forest Trail.
• This condition has been met.
11. All storm retention ponds shall be constructed to NURP standards as well as provide
storage for a 100 year storm event.
• This condition has been met with the previous phases. No additional ponding or
storm water management fees will be required.
12. A permit from the railroad (Twin City Western) will be required for any grading or
construction activity within the railroad right -of -way.
• This condition is has been met.
13. Fire hydrants shall be spaced approximately 300 feet apart throughout the subdivision in
accordance with the Fire Marshal's recommendations.
• This condition has been met.
14. The proposed earth berm along County Road 19 shall be reduced or relocated easterly to
provide adequate room for future trail considerations.
• The trail and berm are in.
15. All areas disturbed during site grading shall be immediately restored with seed and disc -
mulched or wood -fiber blanket within two weeks of site grading on or before November
15, 1992, except in areas where utilities and streets will be constructed yet that year. All
areas disturbed with a slope of 3:1 or greater must be restored with sod or seed.
1
Stone Creek 6th Addition
' June 26, 1995
Page 7
' This condition should be modified. All disturbed areas shall be restored in
accordance to the city's Best Management Practices Handbook. The final seeding
date shall be November 15, 1995.
' 16. The developer shall provide adequate access easements for maintenance purposes to the
proposed retention ponds.
' 0 This condition has been met.
' 17. The developer shall construct the utility and street improvements in accordance with the
1992 edition of the City's Standard Specifications and Detail Plates and shall prepare final
plans and specifications and submit for City approval.
' This condition is no longer applicable. The applicant has constructed the city
street and utility improvements with the Fifth Addition.
18. The final plat should be contingent upon the City Council awarding a bid for extension
of trunk sanitary sewer and water facilities to the site.
• This condition is no longer applicable.
' 19. As a condition of final plat approval, the applicant shall enter into a development contract
and provide the financial security to guarantee construction of the improvements and
payment of any pending assessment.
' This condition has been modified deleting the payment of any pending assessment
• since the assessments have been levied. The levied assessments shall be divided
' evenly among the number of new lots.
20. The applicant shall be given credit for any trunk utility improvements they may install
' as a part of their overall site improvements. The credit will be applied towards the Upper
Bluff Creek sanitary sewer and watermain trunk improvements. The credit amount will
be determined as the difference between a standard lateral pipe size (8 inch diameter) and
' the proposed trunk improvements which are 12 inches in diameter.
' 0 This condition is not applicable with this phase.
21. The applicantibuilder shall provide at the time of building permit application a tree
' removal plan and grading plan for all wooded lots.
• Tree conservation easements are required for Lots 12 -16.
Stone Creek 6th Addition
June 26, 1995
Page 8
22. The applicant shall work with the staff to explore the possibility of conveying backyard
drainage from Block 5 into the development storm sewer system.
• This is no longer applicable.
23. The outlot along County Road 19, Galpin Blvd, needs to be replatted with another lot.
• This is no longer applicable.
24. The applicant shall meet the conditions of the Rezoning #92 -2 and the Wetland Alteration
Permit #92 -3.
• This is no longer applicable.
25. Secondary access on to Galpin Boulevard.
• This is no longer applicable.
RECOMMENDATION
Staff recommends the City Council approve the final plat for Stone Creek 6th Addition #92 -1
subject to the following conditions:
1. All areas disturbed by construction activities shall be restored with sod, seed and disc -
mulched or wood -fiber blanket in accordance to the city's Best Management Practices
Handbook. All disturbed areas shall be revegetated by no later than November 15, 1995.
All areas disturbed with a slope of 3:1 or greater must be restored with sod or seed with
erosion control blanket.
2. The applicant/builder shall provide to the city at the time of building permit application,
a tree removal plan and grading plan for all wooded lots, specifically, Lots 12 through
16, Block 1 for review and approval prior to issuance of the building permits.
3. The applicant shall meet the conditions of the Rezoning #92 -2 and the Wetland Alteration
Permit #92 -3.
4. The following setback shall apply on those lots that have tree conservation easements:
Stone Creek 6th Addition
June 26, 1995
Page 9
RTCINF. C'RF.F,K 6TH ADDITION
Block
Lot
Lot Sq. Ft.
Wetland Buffer
Easement
Setback
May be as
close as
20 ft.
Conservation
Easement
1
1
15,018
30 ft.
2
15,000
30 ft.
3
15,087
30 ft.
4
15,318
30 ft.
5
16,401
30 ft.
6
18,873
30 ft.
7
27,568
30 ft.
8
16,309
30 ft.
9
64,911
30 ft.
10
15,927
30 ft.
11
15,001
30 ft.
12
15,063
20 ft.
13
15,030
20 ft.
14
15,030
20 ft.
15
15,030
20 ft.
16
15,030
20 ft.
* Asper easement document
5. The applicant shall construct an 8 -foot wide bituminous trail within the parkland from
Timberwood Drive along the north line of plat boundary to the parkland proposed for
grading.
6. The levied assessments on the property shall be divided evenly among the number of lots
developed.
Stone Creek 6th Addition
June 26, 1995
Page 10
7. Tree conservation easements over Lots 12 -16, Block 1 shall be recorded in conjunction
with recording the final plat and development contract.
ATTACHMENTS
1. Stone Creek Phasing Plan.
2. Reduction of preliminary plat and tree preservation easements.
3. Final plat dated June 5, 1995.
1"
O
\V
LL
/
Q
CL
rz
w
,l
�� e`er � � 8 h � � °� •� -:':,: -
'^
it
y
tl�k
tli ti
ctl is
M
•cl W^•c
/ \ \ /-'fir- i - � � j .. \\ •'Jt \:+ �l O • o� r"_-'-'_-.---
L! iy '' / � • yr
n
- 'iCcF�'r '��— J S -° -' — c;r;,.,i:, - :.tik' %:.. � >, 1 t � \I \ M Z
L' r� `T -_ fit L - -1 .' •.�.5'�i: +•:. <:}•'�. \
.:: ?.•:�� i!' < } }.,.:�;W},;,r,. �' •. :� . ate!'•: K ::: ""•.r'?!h• .a.:: � - Y . \ �`','
- _ +.e?:` *:.x) '+�' �'r' ": } :'.::- �: %y:iF�',• >• ,;; •: <' :•i -� :: - "�,, � �� .!` } ; ,. ;...y.,'j�:::,i<�/.` . - :� • :l ski:• •. \
i
�y'•,, Y, ..}:: •!'':; ?': } :�t v <:, ?:: : k; }.�..';. �#•: } . - 1 L- �. — `r.•y � k .� ` .::::$::•Y2;: :}: 9 y"'• 'i :�41 :� ? } :, ?�i ' : • , K .�'j }A. n,: - \``\ \'
- ; , y .., : -. $ :4:'� ?�>� ° :�•�� 'L �— — ••,: •vt }:' ;>r.:!t;'•:'�kti'7�. .r }..:
e :!i;3y } .:•.,::;)':. }.� .vw'•»: •;: •. �� \•- '�5:;;,3r,,'•:.KL}'•' >ix:•y:.•: :tn.•8' :•.•. }' `::: k'`;
: F �::;1nM1t,�'• . }:•i'bk•••. 1' \ \ � II `h 1.- -3 -- �-Z jy.,: -4: o ..M' < Ji,..�. >•a;:..:;:•:::' ,y: . i 1
K :: }:�'z�..s::�} . < •- •���1''•, , \ 1 I r! �' - � , _ w ,,t. - -�.:•' n :.� /: k... 11.E
\`V 1I
1 oI 1. 1 `c
'� 1 � \\ ; \� : �; E•:•• :ti ,• 'r: :�'s:t' .Si;�
:::. • } i .., \ \.. . \\ .l,l 1 .` a�ivQtl z��,� / f 1 i+ .i y� .• 1
I %tl; <' �.: #:�': :>�,if .` \\ \` c � \\ \ t � ; \`' ` \ � � �" / 1-� L 1 : f't :'hl''- •• �.r {, • :• }: �: •: {i!:t3 {;�T •i:� •: �v+, ,, i : i o i
;M:,...g. ';{.p •y I` ,< ',
1 +' rxkfi. '\ \:� \•\\ 1 • 11. 1 1 r . t: 'C '•:�+. • •i• • . `.<� {.. 1 i i , /
}r }• ' +, `� 7 # ' si ' uy >� N'. ° � ; i v, < 1 •?ti _ —> I .•:;.. . {.. •:• :14� • a•. •° • ; ii r!
: %F:. ::;: »,.,•.'•:fj y ;yis::S Il I 1 \`' 1 . :1� - e � �''�+' 'J•ir^:' •7 a �'Il'!
r ..� }• . X : / , Vi, l l , �., � , t� ` Y- -'=' - � • .C3y�• �� d: • }•'.!: • •'Y':'. ::. %:•:::• •� � {:. �3}•::. •� '. , ,
-• \' :h #•�� :ax} �' I �� r 1 i : a O'' • <•: •�: vR• � ;.�y'•.'• :Ifii�:, •:: •,s '�'• ••• ::. �.<[ ' %, � .
:��•Y.� ¢ "� _ •• 3 / / : I I a Sri �� \ to `V ; � � }�j� .�'•i�'�'i }s �;�F:r�• v'v'�, • j'.�;'} : F.;'' � ff•" i /, ' �;
},#��.,3t�.-'%'�•i��`' F,r - � --' o all,;tl 1 \�\ <1y_�� =- •Wwrr,� s:•. � . a �•��:•7•�.:�' :i::�::�. '/
( - T �oy <_ '_ /� //, 4 \ 1� 1 '• . - _,�F.•F,'' r .�. ?� ;.;i, • •s. .!'�,;:� : .�:•Y,.;.'`, > •:,
�, it �� _ -_ �, .�,(.: ,F , _._ . `� ,,, � i . „�na• ' : . y :'•.•. • : w:;'{.';;;.�i •:;::,;�: • •'
oi
tk
1 —•-- lip!\ lUl �I �"'` t II f' yr'' •/ J
l ; � � �+_^- ,_.....i _ - �, Lu\ • -� -.. ��� 1 � : l� / ?onf' ,i I � I ' � I
j
ter-
R. r
G
its
r
w
v
a
;�1 V
t
L
i
L
, J
i
Y
ti� v
�V
W'
NA v
LJ mgi
\ � Q .F Ir � .l • t C
ZCC W � h p•R.� � J
�QZ � �:ei?` ••+2«111
°` �/� / / \ /r te � \ \� -�� ��- +'•' \`, \
f'-� I /. }} _ \ \�� \•\. \` 4 •cam
i`+
CL
V =, I Ili /�l % F ?2f i // v ^��' \ \'.�. c /4 \ ; • \ Q) o I Ib,
---------- J
_li �/i , • m 3 i3 y / / /_C?,j a 1 � i� - _ - \ 1- < \ �.;' \ :In -
.1 ------- -- °;�
� 1 � � � Ji i � r \ � - � j I� i ` ��'" ,i/ ' �..,' /+ t y c - _ / %\ ` �\'\ \ ti \ \\. � til1\�, • � ,�,yls '
1
,.A �} / I\ N - � _ I \ ll l + :\, fi r\ , lr .a / Iti�� s ;v' +� /i� o • fi \ \
� Z • y � 1 �\ \ �iII I \1 \ �� - � - \ �j 1 Ib� �_ fF� #ems d/ /�� y� •� -,\ )a lt \ , V \ 4
", ', -/ • \ ♦ ' ` \ ,.*' . w . I I I I , /�y� - f / � � y am.` . _ 3
J V '` \ Ij• ",.`'` 1 l ,� / \ r/ ems' � / �C \_ j � \\ '
Q
SN
` ',•,� t,tr� -r/•• j i //1 / `i t / / / %, / � -- �__ � "'�:f � I t 1` --+ �M1Y•�_,\ +r � ti � •• N \ \.
A / //'1 tt ♦ `�2 _I 1 li • 1. • {i�; / ^'�. =�C \t
ZY.
"iii, l:• 1 _� _� J ;a. ! I w / / I 4 a ♦ • . ♦ v t iZt\�Sa .. .�i 'a. -vt 1 ♦� a \ ,
�'_, :. � � 1,a .♦ `,
-- - = i � 11. 11ry t 1 \� 1 /� �f� i• , // .. � / • _ �\ S \\ ~ � .' � ,}tr, ,
-� `♦;`t. \Yi�♦`i:;� \ \�\ � � � . /� / ! (/� � �` �I ` - S. 1 I y o � \ °. \ \��•� I�ri ` i � t L�_ _ ` �::- � \\ , \ •l � \
i.s "2 �� � ° i I ,. ♦ 1 1 1
V/ \ \':'.\ \ \ \` ;.�\ I 1 I ((I 1:. E7 - w, 1 r� J II ,/ r : ■ t n It •' 1
Y � t( /'! t' t ' ?J• f.. , � � ,/ S J la/ .a 'l�
\ � I � 1 1'' \`.'.\.1111 , I I I 1 1 � W ♦ ' - 1 e. 1 �/ Oi + /�� tl I � �� � ,\
>r ♦�\ �\ t t � I `��f \ , la `/-� ir / !��','�'1 ;.m . .m� / Y„ 1
,\ e .,K 101,1 ��� \\ \ \ \ \•\ it 1, O t' l� � 1 C. 1 tr1
�it.
� 1 I 1 ,t �n / /% i�,�!`\ ,. �`� \ \�`1�t \• ^ 1;': \ \ aC�4tl� � / 1 I r �1\ ;i?i \ ,t,.'� _ Il 1 1 � t•..��/ ; . ca
' I 1 / /i ♦: y/' J I n \ \ \♦w.♦\• s. 1 \ 1 '��� -" � 611\ ,• y a , - 1 ' o ', �.. \" � 4ry , /.;•
f �:. /y - _ \�♦t♦: \� 1 1, \a' 1, -"♦��- - i \_ 1 ` : ..� \ \ "� .n,.•= .fit, is \ ♦ _.ti" ✓. i
/ 1 i /�• /; / �.. �1t \N'.� 1 t .ik \ 11 / •+..�� � t \♦` '• • � -' ..":,E10 ��1
//� r'I I _t1 �R, \' I 1 t a' lO ♦+". \1t :1.. '�. \ %_ _
/ / /. -' S�� / /� _/ �' V1�'';'..>' 1�� J � ^ �'� r S = l 0` I� \ �\ 1 \ � t '�q� ' 1 1 ,:.Y
Z ' /,:�_! •t -- /I � I'f'i�l- r i' \\ ►t \�a_ 11 =O t \\ \\ \ \\\ ��'�'�': ^^ ',s ; \ /t. � /.', '!� /i / '
�� �' -� A / ' c 1. ; • \•4. \\ � .1o`il. C \�;'", �..� 1 � /.� f �zl
;�.;. r --� f��. t l: •' %" =_- N - / /i ' • , o \ ••F� \ �_„� - ��17t• 4-i /% �, j , tT. `'1C)g0e Y. , / r•i '/ /'. ,.,?
II �"! / `1- _" ^ �4 j \^ � • _ �`_ - mom - �I . :' =�Y• / ' r � " - �i ,'- ,+ ,, ` �,��( \, /, �,ti �.� ; �;, °.�� 'J
I'j, t �:fZ� \y�.J /1 .. _W a �� !• ry -� 1, .J;
I'j �'•, � /•�� :� �_ \ t I\ 't(=.r 1'Nr•�1� // / r::�_ s, N / r j�.
I
i� 'I � , � / �� � s1- \� � / / / //, �„i. / / / \Y� - I aim �r��. "= A=%1 r 1
r / I ' ' 1 1 /�-_ � � \ „ /I1• / /� � v1.t %ij /ice /i�/ r ��YC -_ - --._ -•_ -_� / • /'� I � f ! � — �
- // ' (I \I ,,.•, ` ? \ \- a.J�),`: �� =_ -t r. .�'� / 3-Y Y ��I r �_ ��- '�_��- �� -�-.�\ / 11 � -.1 I � a � ' I - �
�_ x! _ - - - �.= �t,u "nJ\'__ �!�.•t � l \iil/ R•z !Y' / i ' �:
_. _- a =�� __ • rr I )•.