HomeMy WebLinkAboutKellogg Ltr 10-9-01 - Site plan review/L.O.C schedula Bonestroo,Rosene,Anderlik and Associates,Inc.is an Affirmative Action/Equal Opportunity Employer
Bonestroo and Employee Owned
Principals:Otto G.Bonestroo,PE. Marvin L.Sorvala,P.E.• Glenn R.Cook,PE.• Robert G.Schunicht,P.E.•
Rosene Jerry A.Bourdon,PE.
1111
Anderlik & Senior Consultants:Robert W.Rosene,P.E.•Joseph C.Anderlik,P.E.• Richard E.Turner,P.E.• Susan M.Eberlin,C.P.A.
Associate Principals:Keith A.Gordon,P.E.• Robert R.Pfefferle,P.E.• Richard W.Foster,PE.•David O.Loskota,P.E.•
Associates Mark A.Hanson,PE.• Michael T.Rautmann,PE.• Ted K.Field,P.E.• Kenneth P.Anderson,PE.• Mark R.Rolfs,P.E.•
David A.Bonestroo,M.B.A.• Sidney P Williamson,PE.,L.S.•Agnes M.Ring,M.B.A.•Allan Rick Schmidt,P.E.•
En ineers &Architects Thomas W.Peterson,P.E.• James R.Maland,PE.• Miles B.Jensen,P.E.• L.Phillip Gravel Ill,P.E.• Daniel J.Edgerton,RE.•
9Ismael Martinez,PE.• Thomas A.Syfko,P.E.• Sheldon J.Johnson• Dale A.Grove,PE.• Thomas A.Roushar,P.E.•
Robert J.Devery,PE.
October 9, 2001 Offices:St.Paul,St.Cloud,Rochester and Willmar,MN•Milwaukee,WI• Chicago,IL
Website:www.bonestroo.com
Mr. Michael P. Gaffron,
Senior Planning Coordinator
City of Orono
Post Office Box 66
Crystal Bay,Minnesota 55323
Re: Orono Senior Housing
File No. 139-01-000
Plat No. 2641
Dear Mike,
We have reviewed the site plans for the proposed Orono Woods Apartments. The site is located in the
northwest quadrant of Wayzata Boulevard (T.H. 12) and North Brown Road. The site is proposed to be
developed as a senior housing complex and office building. The plans show the senior housing to be
constructed as Phase 1 and the office complex as Phase 2.It is our understanding that the use for Phase 2 may
change based on demand.This review focuses primarily on Phase 1.The following are comments with regards
to engineering matters:
1. Traffic: The proposed layout appears to be in accordance with our traffic flow comments dated
November 14,2000.We recommend that the access onto Wayzata Boulevard be signed and striped as a
right-in right-out only intersection. MnDOT should comment on the construction or striping of a
westbound right turn lane into the site from T.H. 12.Cross walk striping and traffic control signing will
be necessary at various locations within the site. Signing and striping plans should be included with the
plan set.Streets and parking areas should be constructed to the City's commercial/industrial street section
as per City Standard Detail STR-7. All streets and parking areas shall have B618 concrete curb and
gutter.
2. Grading:The grading plan shows street grades at both accesses ranging between 5%and 6%.This will
create problems for stopping and turning movements, particularly in the winter. We recommend a
minimum landing area of 50 feet with a maximum grade of 2%at both accesses.Some parking lot grades
are shown at 5%. We would recommend that parking lot grades not exceed 4 percent.The grades on the
access road to the office complex exceed 8%. Grades to the parking area for the office complex are
shown at 10%.We recommend these grades be reduced as much as practical for the stopping and turning
reasons noted above.The proposed retaining wall northwest of the pond is 8-feet tall at its highest point,
all retaining walls over 4-feet in height require an engineered design and details.All silt fence must be in
place prior to any grading activity.
3. Drainage: A drainage area map and storm sewer calculations should be provided for our review. Plans
should be submitted to the Minnehaha Creek Watershed District for their review.MnDOT should review
and comment on the plans and provide verification that the existing pond is sized for the proposed
developed conditions.Inverts of flared end sections(FES)outletting to the pond should be set at the pond
normal water level(NWL) of 972.0+/-. Class III riprap should be called out and quantified at all FES.
Minimum storm sewer size shall be 12-inches.All storm sewer in the roadway or parking areas shall be
RCP.
2335 West Highway 36 • St. Paul, MN 55113 • 651-636-4600 • Fax: 651-636-1311
•
4. Utilities:The proposed sanitary sewer flows from the site are to be routed to the existing lift station near
the southwest corner of the existing pond.There isn't enough capacity at this lift station to accommodate
flows from the fully developed site. MnDOT's plans to upgrade T.H. 12 include downstream sanitary
sewer improvements and elimination of this existing lift station.Capacity will no longer be an issue once
the sanitary sewer improvements are completed downstream and the existing lift station is off line.
Current MnDOT plans indicate sanitary sewer improvements will begin within the next year. Until the
T.H. 12 sewer improvements are constructed,the number of sewer units allowed to discharge into the
existing lift station should be monitored closely.The relocation of the existing sanitary sewer north and
west of the pond should include removal of the existing pipe and structures.A sanitary manhole should
be added where the service to the senior housing apartment connects to the relocated sanitary sewer.The
grade of the sanitary service from the senior housing building stated on the plans does not agree with the
inverts provided. It appears the 11+/- % grade shown on the plans should be revised. Sanitary
connections to existing manholes shall be core drilled with a rubber boot installed.Gate valves should be
added to the water main at both connect to existing water main locations, both water services to the
buildings,on the 8-inch main east of the service to the office complex and at the stub west of the office.
The stub west of the office should be extended another 100-feet to the north so it is outside of the paved
parking area. A temporary hydrant should be installed at the end of this stub for flushing and water
quality purposes.The proposed water main loop should be constructed as part of Phase Ito improve fire
flows and water quality.The 6-inch sanitary sewer from Wayzata Boulevard should be constructed as part
of Phase 1.
5. Easements: Utility easements will need to be provided for all water main, sanitary and storm sewer.
Drainage easements should be provided across any existing or proposed drainage ways. A final plat
should be submitted for review.
6. Financial Guarantee: We have estimated the total cost for Phase 1 site improvements to be$307,605.
The amount of the financial guarantee provided to the City should be 150%of that amount or$461,408.
The itemized cost estimate for Phase 1 improvements is attached.When Phase 2 plans are finalized we
will prepare an estimated cost for site improvements to determine the financial guarantee for that work.
Please contact me at(651) 604-4863 if you have any questions regarding this matter.
Yours very truly,
BONESTROO,ROSENE,ANDERLIK&ASSOCIATES,INC.
Tom Kellogg
cc: Greg Gappa, City of Orono
CITY OF ORONO
ORONO WOODS APARTMENTS
COMMERCIAL SITE DEVELOPMENT
PLAT FILE NO. 2641
SITE IMPROVEMENT COST ESTIMATE: PHASE 1
EST. UNIT EST.
ITEM UNIT QUANTITY PRICE COST
Mobilization LS 1 $5,000.00 $5,000
Site grading LS 1 20,000.00 20,000
Stabilization fabric SY 4000 1.00 4,000
Common excavation CY 2300 5.00 11,500
Aggregate base, Cl. 4, 100% crushed TN 1900 11.00 20,900
Aggregate base, Cl. 5, 100% crushed TN 1900 11.00 20,900
Type 31 bit. base course TN 600 32.00 19,200
Type 41 bit. wear course TN 300 35.00 10,500
Bituminous material for tack GL 400 1.00 400
Concrete curb and gutter LF 1910 8.00 15,280
Landscaping LS 1 40,000.00 40,000
Concrete walk SF 3000 3.00 9,000
Retaining wall SF 320 15.00 4,800
6" DIP LF 160 20.00 3,200
8" DIP LF 980 25.00 24,500
DIP fittings LB 3000 1.00 3,000
6" gate valve & box EA 5 800.00 4,000
8" gate valve & box EA 3 1,000.00 3,000
Hydrant EA 3 1,500.00 4,500
Connect to existing water main EA 2 1,000.00 2,000
12" HDPE storm sewer LF 565 15.00 8,475
12" RCP storm sewer LF 171 25.00 4,275
15" RCP storm sewer LF 405 30.00 12,150
21" RCP storm sewer LF 85 35.00 2,975
21" RCP FES EA 1 1,000.00 1,000
Class III riprap CY 8 50.00 400
Connect to existing storm MH EA 1 1,000.00 1,000
Storm catch basin w/casting EA 7 1,200.00 8,400
Storm catch basin MH w/casting EA 7 1,500.00 10,500
6" PVC sanitary sewer LF 180 15.00 2,700
8" PVC sanitary sewer LF 550 23.00 12,650
Improve pipe foundation LF 550 1.00 550
8"x6" wye EA 1 50.00 50
Sanitary MH w/casting EA 3 1,800.00 5,400
Construct MH over existing line EA 1 3,000.00 3,000
Connect to existing sanitary sewer EA 2 1,000.00 2,000
Remove existing sanitary sewer LF 380 5.00 1,900
Silt fence LF 1500 3.00 4,500
Estimated Construction Cost $307,605
+50% Security Deposit 153,803
Total Security Deposit Required $461,408
BONESTROO AND ASSOC SP 6516361311 10/10/01 07:17 5 :01/03 N0:921
Bonestroo,Roaene,AnderIlk and Associates,Inc.Is an Affirmative Actlun/Equal Opportunity Employer
Bonestroo and Employee Owned
Principals:Olio C.OuntesLruu,P.C..Marvin L.SOrval.a,P.C.• Clervi R.COLA,RE.. Rarer(C.SL 1unic.ltI PF.
Rosene Jerry A.Bourdon,P.C.
Anderlik & Senior Consultants:Ruttert W.Ru.+uric,,RC.• Juheeph C.Andurlik,PC.. Richard C.Turner,P.C.. Su1.,n M.Pberlin,C.P.A.
Associate Principals:Keith A.(iurclnn, PF.• RuUrrI R.Pfril'rrlr• PF.• i(it tr,ud W.Fader,RF.•D.rvid Q I ntknl.l,P{:
Associates M,ek A.!Limon.P.F.•Mu heel I.ILuadnann,P.F.• Ted K.Held,PE.. krnnrtn P Anthu,wn,PP.• Mirk Rolf%,P.F.•
David A.Ounraruu,M.O.A.• Sidney f Willi;ansae,PC.,L.S.• Ac{nes M.Riny,M.O.A.•Allan Rick St.hrnidt,P.E..
Thonv,t W.Peterson,PE.• lamer(R.Mnlanr.l,P.C. Milch R. lernsan,PE.• L.Phillip Gravel III,PC.• Daniel.1.Edgerton,P.F.•
Engineers &Architects
Ivndr•I M,nlinrr.PF • Thomas.A Syfkn,PF • Sheldon I lahnton• Dalt-A Grove,PF . Thrinl,lt A Curnhitr.PF •
/�
Robert J.()every.Pat.
October 9, 2001 Offices:SI.Paul,St.Cloud,RurJlenter avid Willmar,MN• Milwaukee,WI• Chicago,IL
Wepsltr:www hrvi CSrrnn rum
Mr. Michael P. Gaffron,
Senior Planning Coordinator
City of Orono
Post Office Box 66
Crystal Bay, Minnesota 55323
Re: Orono Senior Housing
File No. 139-01-000
Plat No. 2641
Dear Mike,
We have reviewed the site plans for the proposed Orono Woods Apartments. The site is located in the
northwest quadrant of Wayzata Boulevard (T.H. 12) and North Brown Road. The site is proposed to be
developed as a senior housing complex and office building. The plans show the senior housing to be
constructed as Phase 1 and the office complex as Phase 2. It is our understanding that the use for Phase 2 may
change based on demand.This review focuses primarily on Phase 1.The following are comments with regards
to engineering matters:
1. Traffic: The proposed layout appears to be in accordance with our traffic flow comments dated
November 14, 2000. We recommend that the access onto Wayzata Boulevard be signed and striped as a
right-in right-out only intersection. MnDOT should comment on the construction or striping of a
westbound right turn lane into the site from T.H. 12.Cross walk sniping and traffic control signing will
be necessary at various locations within the site. Signing and striping plans should be included with the
plan set. Streets and parking areas should he constructed to the City's commercial/industrial street section
as per City Standard Detail STR-7. All streets and parking areas shall have B618 concrete curb and
gutter.
2. Grading:The grading plan shows street grades at both accesses ranging between 5% and 6%.This will
create problems for stopping and turning movements, particularly in the winter. We recommend a
minimum landing area of 50 feet with a maximum grade of 2%at both accesses.Some parking lot grades
are shown at 5%. We would recommend that parking lot grades not exceed 4 percent.The grades on the
access road to the office complex exceed 8%. Grades to the parking area for the office complex are
shown at 10%.We recommend these grades be reduced as much as practical for the stopping and turning
reasons noted above.The proposed retaining wall northwest of the pond is 8-feet tall at its highest point,
all retaining walls over 4-feet in height require an engineered design and details.All silt fence must be in
place prior to any grading activity.
3. Drainage: A drainage area map and storm sewer calculations should be provided for our review. Plans
should he submitted to the Minnehaha Creek Watershed District for their review.MnDOT should review
and comment on the plans and provide verification that the existing pond is sized for the proposed
developed conditions.inverts of flared end sections(FES)outletting to the pond should be set at the pond
normal water level (NWL) of 972.0 +/-. Class 111 riprap should be called out and quantified at all FES.
Minimum storm sewer size shall be 12-inches. All storm sewer in the roadway or parking areas shall he
RCP.
BONESTROO AND ASSOC 1116516361311 10/10/01 07:36 5 :01/01 N0:922
4. Utilities:The proposed sanitary sewer flows from the site are to be routed to the existing lift station near
the southwest corner of the existing pond.There isn't enough capacity at this lift station to accommodate
flows from the fully developed site. MnDOT's plans to upgrade T.H. 12 include downstream sanitary
sewer improvements and elimination of this existing lift station.Capacity will no longer be an issue once
the sanitary sewer improvements are completed downstream and the existing lift station is off line.
Current MnDOT plans indicate sanitary sewer improvements will begin within the next year. Until the
T.H. 12 sewer improvements are constructed, the number of sewer units allowed to discharge into the
existing lift station should be monitored closely.The relocation of the existing sanitary sewer north and
west of the pond should include removal of the existing pipe and structures. A sanitary manhole should
be added where the service to the senior housing apartment connects to the relocated sanitary sewer.The
grade of the sanitary service from the senior housing building stated on the plans does not agree with the
inverts provided. It appears the 11+/- % grade shown on the plans should be revised. Sanitary
connections to existing manholes shall be core drilled with a rubber boot installed.Gate valves should be
added to the water main at both connect to existing water main locations, both water services to the
buildings,on the 8-inch main east of the service to the office complex and at the stub west of the office.
The stub west of the office should be extended another 100-feet to the north so it is outside of the paved
parking area. A temporary hydrant should be installed atthe end of this stub for flushing and water
quality purposes.The proposed water main loop should be constructed as part of Phase Ito improve fire
flows and water quality.The 6-inch sanitary sewer from Wayzata Boulevard should be constructed as part
of Phase 1.
5. Easements: Utility easements will need to be provided for all water main, sanitary and storm sewer.
Drainage easements should be provided across any existing or proposed drainage ways. A final plat
should be submitted for review.
6. Financial Guarantee: We have estimated the total cost for Phase 1 site improvements to be$307,605.
The amount of the financial guarantee provided to the City should be 150%of that amount or$461,408.
The itemized cost estimate for Phase 1 improvements is attached. When Phase 2 plans are finalized we
will prepare an estimated cost for site improvements to determine the financial guarantee for that work.
Please contact me at (651)604-4863 if you have any questions regarding this matter.
Yours very truly,
BONESTROO,ROSENE, ANDERLIK&ASSOCIATES, INC.
Tom Kellogg
cc: Greg Gappa, City of Orono
,„-
Post-Ir
Post.lr Fax Note 7671 date Dage4°
To
Co./Dept.
-Phone ti Phone N
Fax#
BONESTROO AND ASSOC r 6516361311 10/10/01 07:17 5 :03/03 N0:921
CITY OF ORONO
ORONO WOODS APARTMENTS
COMMERCIAL SITE DEVELOPMENT
PLAT FILE NO. 2641
SITE
IMPROVEM.J::E. p,Tl::C::.O:: S.i..:T.. E...S.::.TMTn Er:rPHASE:1
;!i
{:,• ,�i1...4!:!!,:'.!'Nh'n;''r'�'S;r {ii�i$' I 'i 'i '�r ,��i��ii,!,!,i�„ �ii;�,.nmrr� n �ii"d. ' n . { i" i
�R.'rN; ii'Uri:'i .... .... '''
,.;:., i...hi
4
EST.
UNIT EST.
ITEM UNIT QUANTITY PRICE COST
Mobilization LS 1 $5,000,00 $5,000
Site grading LS 1 20,000.00 20,000
Stabilization fabric SY 4000 1.00 4,000
Common excavation CY 2300 5.00 11,500
Aggregate base, Cl. 4, 100% crushed TN 1900 11.00 20,900
Aggregate base, CI. 5, 100% crushed TN 1900 11.00 20,900 '
Type 31 bit. base course TN 600 32.00 19,200
Type 41 bit. wear course TN 300 35.00 10,500
Bituminous material for tack GL 400 1.00 400
Concrete curb and gutter LF 1910 8.00 15,280
Landscaping LS 1 40,000.00 40,000
Concrete walk SF 3000 3.00 9,000
Retaining wall SF 320 15.00 4,800
6" DIP LF 160 20.00 3,200
8" DIP LF 980 25.00 24,500
DIP fittings LB 3000 1.00 3,000
6" gate valve & box EA 5 800.00 4,000
8" gate valve & box EA 3 1,000.00 3,000
Hydrant EA 3 1,500,00 4,500
Connect to existing water main EA 2 1,000.00 2,000
12" HDPE storm sewer LF 565 15.00 8,475
12" RCP storm sewer LF 171 25.00 4,275
15" RCP storm sewer LF 405 30.00 12,150
21" RCP storm sewer LF 85 35.00 2,975
21" RCP FES EA 1 1,000.00 1,000
Class III riprap CY 8 50.00 400
Connect to existing storm MH EA 1 1,000.00 1,000
Storm catch basin w/casting EA 7 1,200.00 8,400
Storm catch basin MR w/casting EA 7 1,500.00 10,500
6" PVC sanitary sewer LF 180 15.00 2,700
8" PVC sanitary sewer LF 550 23,00 12,650
Improve pipe foundation LF 550 1.00 550
8"x6" wye EA 1 50.00 50
Sanitary M H w/casting EA 3 L800.00 5,400
Construct MH over existing line EA 1 3,000.00 3,000
Connect to existing sanitary sewer EA 2 1,000.00 2,000
Remove existing sanitary sewer LF 380 5.00 1,900
Silt fence LF 1500 3.00 4,500
Estimated Construction Cost $307,605
+50% Security Deposit 153,803
Total Security Deposit Required $461,408
i%) ON.
OO
CITY of ORONO
\4
11‘ \ (/'1 et
v ti Municipal Offices
t VAX —+ Street Address: Mailing Address:
$E880 TELECOPY2 ONIkifHd4WTER P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Please deliver the following page(s) to:
Frank Dunbar (763-377-7089)
Michael Nelson @ Miller Hanson(612-332-5425)
Bill Charboneau @ Loucks (763-424-5822)
From: Mike Gaffron
Total number of pages including this cover letter: 4
Date: October 10, 2001
IF YOU DO NOT RECEIVE ALL THE PAGES,PLEASE CALL US AS SO ON AS POSSIBLE.
Phone: (952)249-4600 and ask for Mike Our fax number is: (952)249-4616
Additional Message:
Please review and address as required the attached plan review comments by Tom Kellogg. If you
have any questions, please contact me at(952)249-4600 or Tom Kellogg at(651)604-4863.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
Confirmation Report — Memory Send
Time : Oct-10-2001 01:33pm
Tel line : +9522494616
Name : CITY OF ORONO
Job number 426
Date Oct-10 01:25pm
To 7634245822
Document pages 004
Start time Oct-10 01:Z9pm
End time Oct-10 01:33pm
Pages sent 004
Status OK
Job number : 426 *** SEND SUCCESSFUL ***
oV"
,_;:„.._-_-_,--or."--_-,„.,.,
o�
1 :-",.,-:a .� CITY of ORONO
�l 'S �/ Municipal OITacen
;44,.. ..., ,, ...:.,.:7.."1„,:::„
\, .�G Street Address: Mailing Address:
'`�$,$ TTLCOPY2C5 IftITslkPifrl TER P.O. Box 66
Orono, MN 55356 Crystal Bay. MN 55323-0066
Please deliver the following page(s)to:
Frank Dunbar (763-377-7089)
Michael Nelson Ca) Miller T-Traasant(612-332-5425)
Rill Cb rboneau Cal Loucks (763-424-5822)
From: Mike Cial'fVon
Total number of pages Melodi t=this carver letter: 4
Duce: October 1.0, 2001
IF VCD1T DO NUT R-117,4CE,WE ALL-r14 E PAGES.PLI'%ASE CALL tiS AS SCION'As 7'(?S37B'(,.E.
Phone: (952)249-4600 and ask for ivlflce Uur fax na r4bor is: (952)249-4616
Additional Message:
P1 ease review and adclress as required the attached plan review Comments by Tani Kellogg. Tf you
have any questions.,please contact mo at(952)249-4600 or'1-cmi Wellogg at (651)604-4863.
Tolephono(952)249-4600 • Fax(952)249-4616
www.ci.orono.lnn.us
Confirmation Report — Memory Send
Time : Oct-10-2001 01:29pm
Tel line : +9522494616
Name : CITY OF ORONO
Job number 424
Date Oct-10 01 :23pm
To 7633777089
Document pages 004
Start time Oct-10 01:23pm
End time Oct-10 01:29pm
Pages sent 004
Status OK
Job number : 424 *** SEND SUCCESSFUL ***
�•� -4T.
CIO
,. __ CITY of ORONO
F -; r� !e`'`^` Municipal O[f[ces
1
����,�,i..Tv:"$�/ Street Address: Mailing Address:
�%tc -airaegg0 .�� TTi.L.ECUPY2[9q if iumme Eli P.O. Box 66
_ Orono. MN 55356 Crystal Bay, MN 55323.0066
Plcase deliver time following page(s) to:
Frank L)unbar (763.-377-7089)
Michael Nelson Cit-;Mi.11.er T-Ta riso>,i (612-332-5425)
Bill Charboneate ( Loucks (763-424-5822)
From: Mike Ciarffron
Total number of pages including this cover letter: 4
Date: October 10. 2001
TF YO LI .1-SCP NOT U ECE1Vlf.ATFL T13_E PACES.FT,RASE CALL US AS SO ON AS PCSSSTBLE_
Phone: (952)249-4600 and wail.fur Mika Our fax member ix: (952)249-4616
Additional Message:
Please review and address as required the attached plan review comments by Ton. K.ellogg. If you
have any questions,please contact nye at (952)249-4600 or Tom Kellogg at (651.)604-4863,
J elcplaone(952)249-4600 • Fax(952)249-461.6
www.ci_orono.m n_os
Confirmation Report — Memory Send
Time : Oct-10-2001 01:26pm
Tel line : +9522494616
Name : CITY OF ORONO
Job number 425
Date Oct-10 01:24pm
To 6123325425
Document pages 004
Start time Oct-10 01:24pm
End time Oct-10 01:26pm
Pages sent 004
Status OK
Job number : 425 *** SEND SUCCESSFUL ***
:,,:,,t ��-�:• CITY of ORONO
CO
( f4Ctyy'". �F Municipal O111.es
't ` Street Address: Mailing Address.
-__- �SHO -rna... C`UPY2[9Q , P.O. Box 66
\ Orono, MN 55356 Crystal Bay, MN 55323-0066
i'loase deliver the following page(s) to:
Frank Dunbar (763-377-7089)
Michael WC'Sall CO) Miller 1-lanson(612-332-5425)
Bill Chaarboneau(SJ T_oucks (76:1-424-5822)
From: Mile Ciaf_fion.
Total number of pages including this cover letter: 4
bate: Uctobcr 10. 2001
Ir yOG I70 NOT liECEtVE ALL THE 13.AC: S-ri.F ASF CALL XIS .aS SOON AS rOS91BLT_
Thune: (952)249-4600 sad ask fa Mika Clear fax rounber 1s: (952)249-4616
Additional Message:
please review artd address as required the attached plan rcvicw comments by Toni Kcllogg_ If you
have any questions,please contact me at (952)249-4600 or'Tom Kellogg at (651)604-4863.
'Telephone<952)249-44600 • Fax(952)249-4616
www.._i_orone.mn_ua