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06-11-12 OHF-r-� s O N O N 0 Citi o � e o =_ i w 0 r C Citi N M 3 4 M 0 �l r 'O C5 Ct O O ~ U U O U � 4J U C5 � A ct [TJ � st OU 3 N ct 3 cz �- �- u 05 o 0 -o •o 0� v� clz� ct cr N M d' WRIGHT COUNTY TRANSPORTATION PLAN FIGURE 10 ISSUES -- EAST REGION 51"t C"TM G? ION NOW ORI ANA AT_ _ y`��-v Iyy lN1KR'drtl �- Mt, T �I'IOULi�tR Dif'1,G I FNGY �-,�, woo-9trIGI��I Y _ mm"ift. � Al "TR L "au CT. - 1@Tmm 5m. i7c Tom �. tx t +em �I � OtPrl�t Y _. �!j ~— Y 'niNJl, l� APO I.ANt4 Off-StRoat rap / e I RS PA #I ilnt peorK GtION 1994 PARK AMA" Ago I.ANis �'�' fRONtA�i r �sr f� INt�Rl;�GtION i IIPROVi11tNt5 ET. APO I.ANSO fICONtAbi dArl u L "au CT. - m.'F« tx t +em N 1J/6r�Agi Now "i nit 1994 PARK AMA" Ago I.ANis �'�' fRONtA�i r �sr f� INt�Rl;�GtION i IIPROVi11tNt5 ET. APO I.ANSO fICONtAbi dArl u Northeast Wright County 2004 Sub -Area Study Figure 24 Monticello ���� ® Recommended Staging of Major Improvement Projects C6) V `U <' 1151h Si PIE 118 B51h 51 NF LL'Y Legend s... WY Shorl-Term (2004-2015) a 14 Otsego 2 ��� Mid -Term (2015-2025) 72W 51 NE �;�� z 10 Long -Term (2025-2040) 1C3) ROW Preservation (2004-2040) ® Ai 5 's eslesl ; ; i Existing Interchange Alberto le< Proposed Half Interchange 500. 91 NE `9) < 11i wn sl NE B Llp};� Proposed Full Interchange 119 2 ( ® E=xisting Bridge q r ® Future Bridge St. Michae 1211 U'Y` /1 Denotes Reference Number \^J in Tables 19-21 +� L, > ® Notes: ad �- RO f� �7) � , �ers® 1. Proposed system plan has two options for treatment of access at m r,`N R@4efV9 Hassall® I-94lCSAH 37 (A); one option is ® for half -diamond Interchange to and slhs"" from the east. " Hanover. ' ` 2. River crossing location/ alignment to be determined (J). LL ^ ® 1 0 1 2 Miles ® (� N 51 PROPOSED IMPROVEMENT AREAS sO a� �-�u , l, Ami 6 HOUR1�3t SNI 1 iOG Lv 71 ni ` � `,��: /1111 • ; li mnu un .�- .• umm� � - .�. nut uonn p � Ott R �►�. � a ��Iiil► ej N � ��. All 31 ,. �'' C; � � ,,1 YOB. /In ■.. ��i.•Au�� � lM ID. a'. �/ vntuu■�� it s ' iii rig' �.' �.� �.� �. •y[ fGl�liaet•` 1 VA z w 0 0000 a, -i--j un � C73 .� Ct I • r•rC75 O 0 0 4-4n •� 1 1' OTSEGO ALBERTVILLE IUr Jun .. 2012 — 3:51- ROW ROW FOOTPRINT = 120' — 140' TRAIL ONLY (LAMBERT LANE TO MACIVER AVE.) J. 1I CITYr�I' 066Tgv0 11INN E. EXHIBIT 2 OT388 11--ll� rL•^O6, 2.Inwn.icr.c—\rn�nrm�� .nisi ROW 120' — 110' ROW TRAIL ONLY (MACIVER AVE. TO MARTIN FARMS AVE.) 0 6 6- o NI P IPdC 801-1 EXHIBIT 3 OT388 TYPICAL SECTION SHOWN IN FEASIBILITY REPORT APRIL 9, 2012 110' ROW (MAM 06" IV0e o C'iINP!C:.UTf� I--Verson Jun 00, 2012 — 3:40pm 70TH STREET EXHIBIT 4A OT388 M ct ct 4) E F kn v� 4> � O r—. Clt U � U � � U O O O � bJJ ccs U t •v v O Uct .� .0 ct � ct O � o � o � � M ct ct 4) E F kn r n n r n � A M r w � � � CSG U o � y cz � o ~� H O � CC$ �--, ct A cr Zct wo o U ct U MSI •� •Q ct U ct I•�I �; ct Z a C MSI Z v O cnct CA ct � 0 0 K A z MA Fo40 SOUTH SIDE RESIDENT - URBAN SECTION 80' ROW — 12, PAVED SURFACE TRAIL BED 10' TRAIL — u1(Irl�rl PAVED 12' VEHICLE 12' VEHICLE PAVED SHOULDER TRAVEL LANE I TRAVEL LANE SHOULDI 14' ADDITIONAL W r" w r � 1. 65' PERSCRIPTIVE ROW I CL OF EXISTING GRAVEL ROAD 3" ASPHALT ' 6" CLASS 5 h Jun 04, 2012 — 4:23pm K:\caE_eny\PRUJF.CTS\MUNICIPAL\OTJI 70TH STREET MAILBOX oCITY 01 tse`o NO ADDITIONAL ROW MINNESOTA V VARIES —I HOUSE 7 1/2" ASPHALT 12" CLASS 5 EXHIBIT OT388 NORTH SIDE RESIDENT - URBAN SECTION - Otk9Fo N ADDITIONAL RWL MINNESOTA 80' ROW 5' HOUSE BOULEVARD 12' VARIES TRAIL BED — PAYED SURFACE 10' MAILBOX TRAIL sJ4d o PAVED 12' VEHICLE 1 12' VEHICLE SHOULDER TRAVEL LANE 11 TRAVEL LANE 14' ADDITIONAL ROW 66' PERSCRIPTIVE ROW CL OF EXISTING GRAVEL ROAD lVders°n 70TH STREET EXHIBIT Jun 04, 2012 - 4: 24pm OT388 M:: \catl_mq\PROJECTS MUIJICIPAL\Oi}BB\dwp\077&1 FFAS.dwq - - -_ I r f' a �• , - J s• . •c - FARMSTEAD ^ ,,,r -a ., ,�' �" ; ' `;yam' r:. � •.. � t '*t '' L ,. 4ar ,.., .�•i, �a ' s �'v'�° ,c.•` ,� �_ � .. � ',,'� y r L c . ':'i..} ti : ;.'.'�'a �,'' .. , -. •a+ 2 ._, :�:... � '.�..:� s= ;r, s�--.� rb ,. ` . a�i�is`a,'.. , -_ n ,� ., '3 y _ 7 � .� s. 118-500-304300 Yf, S REVOCABLE �i< �' POTENTIAL TREE REMOVAL= E1 f� J.O,HN K ,Ll, ABLE TRU a � r • x ' x WLd- �. 4 3705 18.56' Ld • i� i ! ' '. 154.52 1 6-52 /._ .tri"'�'�:' n _ _ _ _ 1. J s �l �l.i j. l -i t., � �•T 111 J t ;,? � �Isr�i�•�II isi1wrftti_i,'+ � '�� + ��' F.. �d - r � - I�r � II� (` _ �I+lt�,•?,,, t4��S1�;+1'�y�+3 S�`F �i'+ ' t,.' + _. �e�t�`;�sn ,. ,�I,�ts ' � ' 1 I It �� i i •+ h � f i _ MPH CURVES pf G, £ttit t ilt•} Ott ' lJ, 1. •�I- r,: 11 8-500-311200 %;. M�+, 4 >;•, I t1 t �i ,>.� JOHN KOLLES R ` EVD • , , i • ' �1• _ I t nh 1, �'x r�� �; LEGEND HAKANSON If `' ANDERSON PROPOSED ROW - 70TH STREET ALIGNMENT - PROPOSED OFF STREET TRAIL CENTERLINE PROPOSED STREET CURB ROW NEEDED 100 0 100 200 SCALE IN FEET r, OtCITY QF se o [i(KK EsOT(-. _i f -s - Lli Z — 1•I, i ~j W Q118-500-311100CREEK; CROSSING CLARANCE SHUMACHER FAMILY LPLiA i Q�,'I -� ;I i 5; t tol- c � ..f a 55 MPH CURVES ,. 1 18=500-322ZOts LAURA' VESA ROW NEEDED RMA, ,�. 118-50Q 3'1::1;..1-00 fl; _ CLARANCE SHUMACHER -FAMILY `LP - - __ - ' f � - � � �' Rte'.'_ . � � _r.,�•''�t t:, , 14 t . s ' LEGEND PROPOSED ROW 70TH STREET ALIGNMENT 100 0 100 200 __ _ PROPOSED - OFF STREET TRAIL N HAKANSON CENTERLINE PROPOSED STREET SCALE IN FEET ANDERSON CURB CITY OF se o V) ry F— I O J_ O M Q M � m N ry Iw oU O Z f oo w ry —(D r- cD L O O 1 -V W b NW l.L 4J_ N y O �1 J i J � 00 � — or u N Q cc m U- O M D N Q IJ o w ooh Z O O Lli IL � Ln [� a a II �U 1 CO IL Q V) ry F— I O J_ O M Q M � m N ry Iw oU O Z f oo w ry —(D r- cD Q W O > W 0 Z_ W b Z 4J_ w w �1 r U t I Al O Z N 00 � N Z u N Q cc m U- O M D N Q IJ o w ooh M O O I � IL � Ln [� a a II �U 1 CO J��y rt i• t rjjli • .,iJ�i� f ,14 k 1. F 00 4 A�•• it k Q > W 0 a. W b CD 4J_ d w �1 O Q t I Al • ,'�4 u. 00 � co u M cn cc m U- O y 00ry y.► O W C) w W z O ry W _Z Z W N U O Z N N Z N Q M � I J O Ln I � 00ry Q Z W W J w o w N LL - I• Z W fr i t > W 4J_ ') w �1 O Q t I Al • ,'�4 u. N ce, co O Ix N =) cc m U- O LL 0 a w N Q w m o w t� J O O IL � Ln [� a a II m w V li CO J��y rt i• t rjjli • .,iJ�i� f ,14 k 1. Z W W J w o w N LL - I• Z fr 4J_ F - w w t I Al V co O Ix Z cc m U- O LL 0 a w 0 w w m o w z IL � m`w = h II a a II m w V li Z W W J w o w N LL - I• Z 00 V) Ln z rx 1••x•4 fr 4J_ F - w w LLI co O Ix Z cc m U- O LL 0 a w 0 w w m o w z IL � m`w = h II a a II m w V li 00 V) Ln z rx 1••x•4 LEGEND HAKANSON ANDERSON 118-500-293400 WAYNE BECKER SAEET SHIFTED SOUTH hI 1 04.1' PROPOSED ROW 70TH STREET ALIGNMENT PROPOSED OFF STREET TRAIL CENTERLINE PROPOSED STREET CURB STREET SHIFTED SOUTH 138.2 POTENTIAL TREE REMOVAL POTENTIAL SILr' 0 AND VVLl 118-500-322200 118-182-001010 CHRIS & LAURA VEVEA DALE, VALERIUS 1 18-500-294200 WAYNE BECKER 118-500-294201 ~NICHOLAS KOLLES lJ3 1 18-500-321 100"'-" VALERIUS MEADOWS IN. C/O ALLEN VALERIUS 100 0 1 00 200 CITY OF e 0 I Ot� SCALE IN FEET MIN,N SOT" 9 T• ee ;. �,.. • ,r,t , 1 1 8 5001 ,�941;00 ,:: - 118-500-294200 WAYNE'--.BECK I WAYNE BECKER 118-500-294201 NICHOLAS. KOL ES POTENTIAL SOIL CORRECTION t r.'�a �t.�,S• i r t. i AND-- WETLAND FILL 188.5' 1lti;1'= : _ _ — --==— . . -- ..:� - STREET SHIFTED NORTH t - ,---- POTENTIAL SOIL CORRECTION t r.'�a �t.�,S• i r t. i AND-- WETLAND FILL 188.5' 1lti;1'= : _ _ — --==— . . -- ..:� - STREET SHIFTED NORTH t - 1 1 —500 X21200 n M RVIN & DOREEN VALERIUS= . 1 18-500-321 100 VALERIUS MEADOWS INC — - C/O ALLEN-VALERIUS . ' 18-500-321100 - ' •e4- --. -. VALERIUS MEADOWS .INC C 0 ALLEN VALERIUS tZ'P. _-. t LEGEND HAKANSON i^ ANDERSON PROPOSED ROW 70TH STREET ALIGNMENT PROPOSED OFF STREET TRAIL CENTERLINE PROPOSED STREET CURB 100 0 100 200 SCALE IN FEET 148.3' 118-182-00201.0 ALLEN & JACKI VALERIUS CI OF xot� MINNESOo I TA 118-500-29440 MERLIN VALERIU' 118-500-294402 MERLIN VALERIUS ` r. i 118-500-283302 s LANCE & LAURA BOLSON S: —294401 MARLIN :F ALERIUS POTENTIAL TREE R MOVAL- 08.1 k.�. S 118`-500-321100-- VALERIUS MEADOWS INC C/O ALLEN VALERIUS f � It i r LEGEND 118-500-283300 BRADLEY & DEBORAH PRAUGHT POTENTIAL TREE REMOVAL-" . r j S C~ ROW NEEDED 118-500-332200 BRADLEY & DEBORAH PRAUGHT TURN AND BYPASS LANES -�, 1 1 8-500— TE RY & POTENTIAL 83301 HERYL WESTEMEIER 118-500-283402 ROBERT & RACHEL CULLINAN 118-500-283400 PAUL MILLER IL REE REMOVAL lip 118-500-283403 DESOTO ASSOCIATES `�^Y Z1ESOTO 8 —500-2834033 ASSOCIATES .174 PROPOSED ROW G_ 70TH STREET ALIGNMENT 200 0 200 400 ot� TY OF PROPOSED OFF STREET TRAIL x HAKANSON --CENTERLINE PROPOSED STREET SCALE IN FEET ANDERSON CURB 70th Street Typical Section Differences (Martin Farms Avenue to Oakwood Avenue) Feasibility Report Feb. 2011 (MSA minimum) Feasibility Report April 9, 2012 (Wright County request) Alternative (City staff recommendation) 110'/80' 2 @ 8' 40' (2' / 6') (28' paved) 110'/ 80' 2 @ 9' 41' (8' / 1') (40' paved) 110'/ 80' 2 @ 8' 40' (6' / 2') (36' paved) TYPICAL SECTION 7 2' PAVED !t' 2' PAVED — SHOULDER =SHOULDER w 6' GaAVEI 12' DRIVE 12' DRIVE 6' f.RAVEI, a 2' MIN SHOULDER 1 t� c� SMOULDER 2' MIN ri 1 p LANE LANE p 4:1 TYPICAL= 1:1 INSIOPE 4:1 INSLOPE S:I MAX TYPICAL SLOPE 5' DITCH I 6' DITCH 3:1 MAX BOTTOM _ BOTTOM SLOPE T�4.5" ASPHALT tam CL 5 PREPARED 1�Hakanson UDORADE OTTiEGO ■,nAnderson ^ See attachment for detail TYPICAL SECTION SHOWN IN FEASIBILITY REPORT APRIL 9, 2012Otc» er MMM.fef� AMML 70TH STMIT See attachment for detail TYPICAL SECTION PRESENTED DECEMBER 12,201 EXHIBIT 4A onu 'I,akns Jaon ■■ demon 70TH STREET See attachment for detail EXHIBIT 41 OR1iM TYPICAL SECTION Z - 80' z 2' PAVED 2' PAVED =I SHOULDER Z Z SHOULDER 6' GRAVEL -' -' 6' GRAVEL a_ 2' MIN SHOULDER 12 DRIVE 12 DRIVE SHOULDER 2' MIN 0 o LANE LANE o 0 if U- � Of 4% I 2%-3% I a- 4:1 TYPICAL '�1-4:1 INSLOPE 4:1 INSLOPE 4:1 3:1 MAX TYPICAL SLOPE 6' DITCH I 6' DITCH 3:1 MAX BOTTOM BOTTOM SLOPE Nov 30. 2010 - 4:36M N: \<.d-mq\PROXC75\MUNICIPAL\OT715EA\d,g\OT]15-NSA-2011.dwq Hakanson Anderson 4.5" ASPHALT L" CL 5REDclTr off ADE 07SEGO _____ ON THP GREAT RIVER ROAD TYPICAL SECTION SHOWN IN FEASIBILITY REPORT APRIL 9, 2012 I - 110' Row (MAX.) ..a o� "Se O MINNESOii� ll=n Jun 06, 2012 - 3:48pm 70TH STREET EXHIBIT 4A OT388 TYPICAL SECTION PRESENTED DECEMBER 12, 2011 CITY Ur,. utsfgo 1117WW (MAX) �Hakanson Anderson May 31, 2012 — 2:13pm 70TH STREET EXHIBIT 4 OT3W MINIMUM MSA STANDARDS COUNTY REQUEST SECTION STAFF RECOMMEDATIONS