03-28-05 PH GOVERNING SPECIFICATIONS
89TH STREET AND PA R E L L AVENUE NE THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF
TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION'
SHALL GOVERN.
ALL FEDERAL. STATE AND LOCAL LAWS. REGULATIONS. AND
CONSTRUCTION PLANS FOR AGGREGATE BASE AND. ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION
OF THIS PROJECT.
BITUMINOUS SURFACING
FOR . SHEET INDEX
THIS PLAN CONTAINS 9 SHEETS
CITY OF OTSEGO, MINNESOTA TiNe shee
2 Datod $net
3 —d Plon and P e roFJO Sheet
5 1 —X5 Cross Sections — 891h Street and PoreR Street
11, 40,1 _.. ■LA ,
T _
liall 2
kf
' Atf BIBI
lit
no - 4„ M ISSISSIPPI SHOR S 3 0 .
r
I • - ••••,� • ' .. ... J -m PARELLAAVOENUE NE .00 ��- • ®� N �P' _. , WS CITY OF OTSEGO
7070 � ' 9 IR. � ,v.' ; ,�.,.� . WRIGHT COUNTY, MINNESOTA lin '�� PROJECT
NMI E`��� J Call •
e��' � ..9 � '11 .4 LOCATION
I hereby ce;
�ih VII. NE 89th L °c,•to tdy mat this Plan, specification. m revert .as
MISSISSIPP Prepared by me or ndm my direct supervision and Inot 1
— J SHORES . E. p a c P me loss
c J 74.11...411111 74.11...411111 7TO S tal t -MN „ 9 L O� e — L. , RONAJ. ER y CITY ENOIN
t riti NE i
� � ® N 871 . 41 ' 3 BEGIN STATION 1 +58.03 •
®3 87 sT. 89TH STREET
o
I
.. /IT♦ _ 2 2 Ls WRIGHT COUNTY APPROVALS
F
FR a �� ��� - 85th ST = ® .� nil V' WAYNE A. FINGALSON, P.E. Dale
o __ �� C. L � =' �j (, F.3 moo. 4 ., C_J WRIGHT COUNTY ENGINEER
— `7 • � � ;1 % , •
� A < _ ' . 4T • Q „8 3rd �?
6y - mi..
--k DATE REVISION
6.5
b
r. 1 1 Hakanson '�' a
Anderson E 7E, i Assoc.,lnc.
SHEET 1 OF 9 SHEETS
NAIL SLOPE A ,
R.O.W. LIN 1UCR LODE
•
12' 12•
4 : 1 1' 11 ' 11' 1'
I D 4
30' IIAX. 3' I l GRAM �� u • 00 / \ j -1 1/2' WEAR COURSE MAILBOX AND SUPPORT
I
PLACE ON APPROVED - (2350 LVWE 450308) -
EDGE OF PAVEMENT SUBGRADE - 2' NON -WEIR COURSE -
(2350 I.VNW350300)
1' -2- CLASS 5 GRAVEL 10 1' I
RESTORE CROWN TO 2 4 1 \
RURAL DRIVEWAY —SECTION x 2' e"
NO SCALE INSTALL 1 TO 2 INCHES OF CLASS 5 GRAVEL AND SHAPE ROADWAY
24 R. WIDE BASE CENTERED IN RIGHT OF WAY WITH 2.05 CROWN DESIGN ROADWAY WIDTH 2 2'
INSTALL 2 NON -WEAR COURSE 22 R. WIDE IN .{
• I INSTALL 1 1/2' WEAR COURSE 22 R. WIDE 3 ° m
GRAVEL 1 R. WIDE GRAYEI SNDUIDFR (TAPER ROY BR TO EDGE) a a n
I I 3 O
I I TYPICAL SECTION I • 89TH STREET MD PARELL AYCNUE
N0 SCALE r BITUMINOUS OVER
I 1 I 6' CLASS 5 AGGREGATE -
BASE COURSE
/ I I I .n
SECTION.
8)3, Z NO SCALE
•
877 / 6' I / o
/ vi NOTE: TAPERS MAY BE DELETED
B)3
, 3 , ' 0, IF 26' SECTION EXTENDS TO
DRIVEWAY PAVEMENT
.9)3 .9)3 1
�
B) I CONSTRUCTION.
IN PRIOR TO
CONSTRUCTCT ION.
JJ 4-14.0 1 •
�� 7Of
PLAN
°J NO SCALE
° °j �
V`
'57 1 1 �� 1 MALI BOX PULLOUT
1 RURAL STREFT SECTION
It I 1 1 1
I 1 1L 1L
I 1
89T1 ST AND PARFIL AVE NE
•
NO SCALE
•
DATE REVISION - 1 homey coNR7 Iha1 IM plan. owccW oroM1 =OM
r.00rl r a wW m
r 7 KW H akanson Anderson Assoc., Inc. [ '' � . E(;() °P �
eir ood Prol
« qr�i :wq .w moC i om . aw 2 TYPICAL SECTIONS AND DETAILS m
b. o�5� � o ^ ola ADS i /2 /OS 560 CIVIL 1 I A..., ana Am to, Yv s.olo . 55!05 r. 89TH STREET AND PARELL AVENUE NE
� r c �Q 763-427-5860 f 7 7
65 12560 A X 65 - /Z-0520 9
CITY Of OTSEGO, MINNESOTA
+ =...c a.e ....n.- xvn.013.,.,,ex�_c.,,a.. pa. 3 / N ;. I o � - M2..._ RM 01361 ••.holomon- ondonon.com ON THE GREAT RIVER ROAD SHUTS
OM.
•
I
I
I 1 89TH STREET p , 7 �-� ;
I y;v////, PROPOSED REMOVE AND REPLACE BITUKINOUS
1
I 00
I � 0 41444 4 14i4 0 il PROPOSED REMOVE AND REPLACE GRAVEL
SALVAGE AND REg6TALL MANBOXE5
I I
BEGIN CONSTRUCTION 1
L ,
I AT STA 1 +56.03 1 a _ 1 11
_— fi _-- __ —__- --
I _ :.
I: IS TAPER _ %_ _ _
0••
•A!
1430 - _ -_- .. _ . ___._.._.
2 ,00 3 +00 _ 5 +00 �- 6 +00 7 +00 8 +00 9 +00 _ 10 +00
� 1:15 TAPER ':i _-- __ —_ - -_ .
SAW EXLISTD2G��TIIIONDUS EDGE I a 1, - - - - - - - 8 - - — - - — I 4 , - — -
nL 6
-
\`
I N
\ • 1
>o a w 30 60
\ uA [ a[7
PVI STA = 2 +82.54
PVI ELEV = 876.12 PVI STA = 7 +67.65 1
890 A.D. = - 0.3287 PVI ELEV = 874.47 890
'' K"'="385:0907 ` " A'.D: "- 0:1398 •
1 120.0000' VC 1 K = 856.1758 •
• 885 N n „ H I 120.0000' VC I 1 885
m e
+ m +- ,. b b m r. n
N m h eD p ^
N
• m h
880 �..� �.0 n w nm m n m 880
m W W
EXISTING f OF ROAD > m u • 875 _ -- - 0.0126% .. A , 0 _ -- .T__ ^ - ._ .__ ... .. - 0.3413% m [° 875
• _ - - - -0.-811%
•
870 • _ 870
865 865
•
860 860
855 855
m m^ n m o am "'n 0 m„ .4 . g.7,1 ao nm o o • o ,n m,- e^ nm m;,
n ui ut ,6 n ui �,6 in.6 m 6 Y1,ri ° ,6 ° ' p.,6 -. e v ri v , ,, v n • ,,, „� ^ .
•
m m m'^ m m m m m m m ^ m^ m^ m^ m ^ 10 ^ m^
1 + 00 1 +50 2 + 2 +5 3 + 3 + 4 +00 4 + 5 + 5 + 6 +00 6 + 7 + 7 + 8 +0 0 8 +50 9 +00 9 + 10 +00
DATE RCV1510N I hnby certify Ihe1 Da Plan. aspeo,liaafan.'. I 1* 6x[n
rIP m h vi i:m a a°N" my Xu Hakanson Anderson Assoc., Inc. MY °P �4�A 3
lac ed Pnln [ Rin n � xivlrc On mn¢ WW Civil Engineers and Land Surveyors EGO STREET PLAN
Cil
,��i i ' ADS 2(2/05
1601 Thurston An., Anoka, Ninneaoto 55305 89TH PREE1 AND PARE L AVENUE NE El 3 11 .. !x tar - u v.. x,.[>) v�sx[x v.[. WO •a 763 -117 -5660 FAX 763 -427 -0520 C1lI OF OTSEGO. MINNCSOTA 9 ■ .ZOV.: ewer v , %f MS00.11 vwy,mz,be.7 Wd3LlP� , , xo. _ RN 01361 um..hekom m
on- Wenon.com - ON THE GREAT RIVER ROAD ' +
01161
89TH STREET I T I n 4; SALVAGE AND REINSTALL WRBOXCS _ PARELL AVENUE NE
1 53
= I
PROPOSED REMOVE AND REFUGE BITUMINOUS
1 i a I I ,,, —1 -- PROPOSED REMDYE AND REPt.sCE BITUMINOUS P O •
441 : 1 1 1 1 I ° i +i +i +i +i +ii PROPOSED REMOVE AND REFUGE GRAVEL m
♦++++4 PROPOSED REMOVE AND REFUGE GRAVEL j I I :t ai
I I
SALVAGE AND REINSTALL MAH80XES PT d 12 +4 N I I 1 1
v 1 i PC = 11 +35.04 I - 1 '^
o 1 I i ir I ,7,2, ' f5 l i ri I , 1 SEE SHEET 2 FOR DETAIL
of CORNER 'o �� ' r ' 1 g 1 I
-- __---- _y1 —__ � r 1 - 1 / 89TH ST AND PARR'. AVE NE � u —_ 3 _
\ � ,R i 1
\�� END CONSTR
/ n / ` `m' - e - \ I ��`'"s--- { is 2, t STA. 15 +89 Iv
1 UCTNIN
_
10 +00 11 +00 y *O - -- - v� - - - -- - -- - -- .�
A.
\� \. O 13 +00 14 +00 15 +00 . I6 +00 16 +31.10
I
- ` f , - - - - - -- —Y- -- - - - � - - -- r — p � I
�� • I� - 1 �� 3 C 01 1
e., ( I, ,,., ---...t . e9SEE N SHECT sr : R DC
roTAR AYC of N coaNER f 3 1
ik _ _ T N PAE L I SAW CUT BACK 1' Blow EDGE
OF EXISTING BINYINOUS
NN ` �
SIGN SIGN SIGN SIGN SIGN ESTIMATED •
LEGEND N0. INrI121FC1 MESSAGE COLOR OUANTITY ----
So 0 30 60 O W1 -1R 30 "%30• AR ROW
BIACK O YELLOW N 1
RO; 1 N 30 0 30 60
6C ML w fC[7 O M
WI - 1L 30 "030r YELLOW 1 M
K eN SSU[ r[[7
W73 -1 IB " %18• '10 MPH. • Y LLOW 2
LOW POINT ELEV = 873.04 • PVI STA = 14+92.35
LOW POINT STA = 11 +27.74 PVI ELEV =i 876.01
890 PVI STA = 10 +36.17 PVI STA = 11 +50 890 890 890
A.D. = - 0.3464
PVT °ELEV ° = 873:18 PVI ELEV.. = ..873.00 K "= '3464660
A.D. = 0.3257 A.D. = 2.8354
K = 368.4175 K = 17.6344 1 120.0000 VC
885 885 885 m . '+ n 685
— 120:0000 "i I -- 1 --- . .. 0 ° . .m m 1 m .
^1 03 + b
- 0 b p4 n n + n m m ■ h •
n m m V m
m O + O ,^ ..
880 + i4 - .4 n ll U 880 880 it 5..• h u 880
° m m .. > u... ... > .
� 1%1 .. N W es. W
W U U � W J m >
875 > u m m - 875 875 a 0.70309 m C\_ \ 0.3567 875 •
— 0,1554% 5.1200% `EXISTING F OF ROAD
870 870 870 870
EXISTIN1 E OF ROAD
865 865 865 865
860 860 860 860
•
855 855 . 855 855
m N O
WH r. m m0 -m v r„ hn —V. ve mh -,2 .,em H r, • • r e* N rr, ^ r0 ,6 ✓1 h O h �' ✓1 V ','a �:Yl N ' Ni N n m LO
mm mm mm mm m m n m mm mh mi mm%,.. m m� % A m m m
10 +00 10 +50 11 +00 11 +s0 12 +00 12 +50 12 + 12 + 13 +00 13 +S0 14 +`80 1 + ` 50 1s ` o 1 +s0 16 +00 n
DATE REVISION T rsby 6.413 1301 this 01cn, s.p clrtolion, moo 516113 ��oo4 e P re P erea 6 .err m nTV or
EhM sO 6m 6 Sel, RU Hakanson An A ssoc., I nc. e
e Pmt, i [ q 1n o wmx the cxrm .one vll nne e xr ®�A STREET PLAN m
d e P ""e y AOS 2/2/05 Shat Cl ilEwrrgIt:: era A.... o trwko. Lon Ninnessoto eyor, 55503 89TH STREET AND PARCLL AVENUE NC 9
w x> Rum - io:Ho, o J. [e, v.[. �e N M0 763 -421 -5860 FAA 763 -427 -0520 co Of Di6EGD
E , ELL MINNESOTA AVE
.:\err.. \a..=im - 2 0,0136,....\01J6eso e.., oo1r ri ra(PY Oi xo _ R Jw
01361 .,hakomm- aneenon.eom ON THE GREAT RIMER ROAD x [15
On
•
2 +50
ROW ROW 4+38.02
I I I 1 ! I ROW • _ � ROW
876 i— — 1 _ _ 876 I -
- - i I N i I i 8 76 — r _ I — - - I - GRAVE - DRIVEWAY - 876 n 872 � � n 1 872 — n � - I � m lm I I I J 872 672 -40 -20 O 20 40 L_ m m i
-40 -20 0 20 40
2 +00
• 88O ROW !; ROW 880 4 +00
I . I I I _ — I ROW i I I
- -n .1 i I ROW
876 — = _ 876 876 - _ _ _ I. - i — 876
872 _L_ I v3 I I 872 872 .3i - .i - 872
m
nm nm m
-40 -20 0 20 40 0 20
•
1 +56.03 3 +50
' BEGIN CONSTRUCTION
ROW ROW _ ROW I ' _ ( 7 � - _ ROW _
580 � � 1 — - i i 88 876 _ I ( J' i I � ._ - _ 876
876 1 _ _ I I L —I - p I -. --
_ - 'I Y m •
872 I— I �. a 872 872 - -i -- ^- i 872
N I� I , m m
I _L —I m fm 1 I 0 20 40
- 40 -20 0 20 40 •
3+11.77
•
1 +50 8801 R O W L ROW 880
I 1
880 r ' I I -� I I 880 876 _UMINOUS DRIVEWAY
I _ = I 876
876 I I - -}- �._;- _ _ .; _�.r - _ - — _ _ I _ _ 876 ...- - H_ _—
I I 872 �— .n o I
I 1 .ri - .o { , 872
872 I 1 n I 872 L -- .° I — I . --
I I I I [ it - , I 1 -40 -20 0 20 40
- 40 -20 0 20 40
3 +00
1+00 880 ROW — T - - i IOW—. 880
T - 7 - —
r - T - i i � 1 1 ) _ I I I I _ I - � - L 876
876 I I I I I n I I— I I I 876 876 i -- �+ _ - - o �- - f
____1., I I
872 I- -I- 872 872 ' 872
-40 -20 0 20 40 -40 -20 0 20 40
30
0
' 5 ° 04 416T
041E 6056510N 4 m. Sn6E7
KL9 CROSS SECTIONS
1111711 Hakanson En Anderson Assoc., Inc. crrY Dr OTSE ,� x�
❑.D [nDle.•r. and was Surveyors ADS 2/10/05 3601 Tnunloe en.. AM, Yam elo 55503 89TH STREET AND PARELL AVENUE NE 9
• 11 .aw - e:.i.,. 01>me. 61 b. 163-87 -5610 1* 763- 127 -0530 CITY Or OTSEGO, MINNESOTA
* _.rob.. ....u- }0W50l104 65041.1 -n.ro 8,01 07361 ....eolon.m- o*.non.am ON THE GREAT RIVER ROAD Sn3C'IS
MARI
■
•
•
7 +82.32
6 +00 Row ROW
ROW _ ff ROW 876 I I 1 1 - - I -
- - 876
I Y 1 I — I 1 1 I GRAVELTDRIVEWAY
876 1---- . 1 I I - 876 I -- — = __.,
1 _ % I I_J 872
_ _, 872
872 a 1 - 872 I I I_
—�O I Pn — B6B rn
•^ - 1 - r 868 1 —
— ti- i r
868 r- ' mm I I 868 m m I L
- 40 -20 0 20 40 -40 -20 0 20 40 •
5 +91.74 7 +50
ROW �fI ROW ROW f; _ ROW
676 1--- GR DRIVEWAY ri I 1 - 876 876 _� 1 1 I I . �
•
— ...... — _ , _ _ -1- �_ I -1 �
876
872 — 6 .. i - 1872 872 \ — i — i - -� -
a j j ev - - 872
R
H.
• _ j-
868 L— n m m 1 - I 868 86B I m I0 I I - 868
- 40 -20 0 20 40 -40 -20 0 20 40 .
5 +50 • 7 +00
ROW fi ROW
, ___ROW
876 ROW
:::_ B — - I �� 872
m N O
I_
868 1 I m m I
• 868 868 . — ___I____1;_% I -- 868
- 40 -20 0 20 40 -40 -20 0 20 40
5 +00 6+56.07
876 ROW I
—0' + I ROW ROW ,
1 I 1 Y I - `_ - �_._ _ i OW =
CC
y,' — -- .--,.-1,.. 1 1 876 876 — I— 1 1 — I ORAVEL 0-0-,0 AYI 8876
-.- I -- -- •n —I
872 I 872
— I i rmi —1 I I - 872 872 —.— 1 -- --
N�+ 1
868 1 m 1m 1- 868 868 - 1 I m1m 1 868
-40 -20 0 20 40 -40 -20 0 20 40
4 +50 6 +50
ROW f; ROW _ROW_ R_OW
8761 - I 1 -1 I 1 I - - +- 1 876 876 - - ._ I - - ` I — - 1 . 876
872 •ri j i — + — — I 1
—_ �_�- m i nm I L 872 8 72 - . I I n I
-40 1
-- 872
L I r
m
-20 0 20 40 Ina I _ — I I tO- -L ____ - 868
• -40 -20 0 20 40 ID 0 70
w EE6T
DATE REVISION Om666c — R
-
AD •� liak lI Anderson Assoc., Inc. E � EGO CROSS SECTIONS Xz m
"ADS 6u[. lrll Enginaan and Land 6on.yon
2 /10 /DS 5601 mason A.e.. Anokv. 6innovty 555W 89TH STREET AND PARELL AVENUE NE
16. tmf - : v..m.•�e.n N D: 755 -021 -5661 fAX 765127 -0500. 9
: '-m-
..-'-- - 700s011361 1 .0 , 36 1 - ....1 1 .0 , 36 1 - ....1 01361 ..,nvkw.m- w wm C ITY OF O75EG0. NINNESOiA
Mrwn ON THE GREAT RIVER ROAD sn[EIS
nT \FI
9 +38.15
876 ROW Q---,______ I 876
-- 1 I BITUMINOUS DRIVEWAY • 1 1 +00
872 � 872 876 ROW I I I ROW 876
I n ,n i I L -_ __ --
868 - CO l m 868 872 - __ - - I — I - i- 872 •
-40 -20 0 20 40 I -
1 ■
9 +00 868 - � I — I — O im I I - 868
_ ROW
-40 -20 0 20 40
876 -- " V -Li RO-- " V -Li I I � ) - 876
I r I _— - -_ -- 10 +99.97
872 Sn --
- - 872
nllm
—Tot 876 ROW i ? -- _ROW 876
- - 1 n n -1—
L
868 -- I m m I 868 I -- GRAVEL- DRIVEWAY --+- - 1 I-
-40 -20 0 20 40 I
• 872 I _� 1 � = —_ 872
` -� m ..
I
8 +50 868 it i i � �—
•
ROW 1 868
E� ROW I _ _ m m
' -40 -20 0 20 40
876 -a -i I 4 I - 876
872 -- " �- I•n I� - I - 872 1 0 +50
- -� -_� 876 ROW I I L I I w -- 876
868 I 86 8 - • t 1 - - - - I
-40 -20 0 20 40 - 1
872 -_. -1-- I I - - _ 872
8+10.63
--1 868 -- � m� I 868
ROW II ROW 1 1 co co 1 —
876 I I - 1 876 -40 -20 0 20 40
— L - 1 BITUMINOUS DRIVEWAY
872 I_- I I - -c-- -i 872 • 1 0 +00
:1
m i ry 876 ROW I I i _ I - I R O W _ - 876
868 --- --j nl � - 868 - i - _ - 1 I - - :_- i _ -
_ I mm _
-40 -20 0 20 40 872 I — { T I
rvi 1 i �
n
8 +00 T I m �m —
868 868
-40 -20 0 20 4
ROW r ROW
876 1 1 1
I 876 9+ 50
876 • ROW - -.- .. ROW 876
1
872 1 . \-- - ,- . �- - -- I - - _ + 872 -_ i 1_1_1_
_ I ! ( -_►- -- J
' 872 - - - r--- - 'N I-- _ - -1 _ - 872
n. — I I - I i
� I - -- 868 - --
m m I 868 I. m�L° i _I_
I__ 868
868 -
-40 -20 0 20 40 -40 -20 0 20 40
10 0 ID ]D
uu[ w rzn
DATE REVISION
malts . — - vREI
KLR CITY OF CROSS SECTIONS
•� Hak C l.i I En A pinoa ndeds L Land Surveyors Assoc., Inc. EJTSEGO x3
ma DN: Cl Engineers and
D5 2/10 /05 3601 Thurston ..•.. Anoka. rm.wm 00300 89TH STREET AND PARELL AVENUE NE 9
w h, MS - •: .i.m DmD e. fu �n
763-427-5643 FAX 763- IE7-0320 CITY OF OTSEGO. MINNESOTA
•: u. ._.- aw.....- xfWlx�W. -n .• RAW Ol }61 ...J:NOmm- mWenonlam ON THE GREAT RIVER ROAD SrtF�s
errvo
12 +29.41 14 +00
ROW !'1` _ ROW ROW / ROW
876. 1 1 876 876 I 1 — i— �- — - — = I_ — J 876
872 _ — — —. — ...21-f Ito -�� _ + I _ 872 872 \ 1 m I n - - I 872
868 m ' m 868 868 I m im I
� — 868
- 40 -20 0 20 40 -40 -20 0 20 40
• 12 +00 13 +50
876 ROW (( ROV6 ROW . ROW __
I 876 I I 1. I h 876
872 i — —.— _1C. —_. I m — l e+ -�—!__ ! I I i ^
—...-4 i 872 872 _ I � . .71
o � � — _ _
-- -- 872
868 - m m 1 868 1 iri— I _ - -_ i --
- 40 -20 0 20 40 • I I I 111‘7, , 868
668 -- -
-40 -20 0 20 40
11 +75
876 - ROW I I R01, 13+19.29
• - . ROW _/- ROW
—
_ _ _ __.......4
872 I � 872 876 1 — ( — BITU INDUS DRIVEWAY - I — - -- 876
868 1 0 lm 868 872 I r.11-.
i - 872
-40 -20 0 20 40 1 I v��— 1 __
868 m m 868 -
1 1 +50 -40 -20 0 20 40 •
876 I ROW I I ROW J 876 13+00
• 872 _ — - 1
872 ROW
• - m I 876 1 1 1 1 I—
1 I ' 876
-f -7=7:---1— _
868 i� I I 868 I. I ■
-_ —. > - --. -- T _ _
m m I m T —� - 872
- 40 -20 0 20 40 872 I I I 1 ___J
-40 . -20 0 20 40
11+35.04 12 +50
876• ROW ROW ROW r ROW
L _ I — I I — 1 ' 876 876 r I 1 I I I � 876
872 j ` _ _ r 1 — 1 -1 872 - -- — .I 1 3�
` ice._. � I _— �_ -. 1 1 - 1 -- ' T — 1 872
868 I ''" I c to I 1 868 872 — I n in I I _
I I I 133 I m 1 I 868 I m Im ( 1 _I 868
- 40 -20 0 20 40 -40 -20 0 20 40
0 0 o xo
. scu6 w rtn
GAT[ RENSON a9MGR Sr 2R IC I
RI:R Hakanson E Anderson Assoc., Inc. CITY OF CROSS SECTIONS x4 1
wm 0,11 n)inoer. an4 Ean4 Surveyors OTSEGO
ADS 2/10/05 3601 Ttwnlcn A..., Anoka. Rlnn..ola 55300 m
✓vv �+�..+ 89TH STREET AND PARELL AVENUE NE 9 ,
r n. Tam - ,:..m. trAm . R! . 763 - 127 -5650 II-4 765- 627 -05x) C or DT5EG0 MINNESOTA •:l,r- «.,lec s....- ....� -a,., RAW DT361 ...,nWm,an- aMmmrom ON THE GREAT RIVER ROAD s15n6
ni3A :
•
15 +33.50
880 I ROW Y I ROW 880
•
I 1 1 81TUMINOUS DRIVEWAY
' 876 • I _ --I-- _ :r- _ _ _ 876
' I I I 1 — 16 +31.10
— N
872 i —
______L_____:1:, 1 - 872 90TH STREET (C.S.A.H. 39)
I 1 1 I 880 6E �
-40 -20 0 20 40 ! I 1 i 1 I 1 1880
15 +07.81
-
876 1 1 1 1 1 1 876
880. ROW fi ROW 880 872 1 - I I I W I I I I
1 1 1 1 1 [ I I I -40 20 0 20 40 872 •
876, 1 - 9 I - I_ 1 1 = 876
-- ; I 1 6 +00
o f
• 872 _ 872 880 1 1 880
I t 1 w � 1 I I I_
- 40 -20 0 20 40 876 1 1 i--- II - - � - - � 1 I 876
• I I I 1 1 1 - 1 - - -1- --
1 5 +00 872 1 1 1 l—J 1 1 1 1 872
ROW _ r ROW 1 _OW _r ' 1°
876 i - - - — .1„
� - I[ - - -I n -I- - -= - I 876 - 40 -20 0 20 40
��;— 1
1 I 1 15 +89
872 ` vi-wi 872 END CONSTRUCTION
1 I I 1 ;31O3 I • 880 ROW �y,, ROW
•
- 40 -20 0 20 40 I 1 1 f . 1 1 1 1 I 1 880
' 8761 ` 1 1 1 1 1 1 1 I 1 876
.14 +50 r — ! -- -- — 1 — 1 1 i —,_I __1 -- 1 ROW 1 872 i 872
i i 1 � i i 1 I
ROW
1 i n I - 876 1 1 1 1 1 1 - -
-- 876
- I - I - -- - -� 1 I t; I% I 1 1
I -r -- I -fj 1 = =� ( 1
868 868
-40 -20 0 20 40
•
• 872 1 1 1 .IN I I 872
- 40 -20 0 20 40
14 +15.91 15+50 -
ROW �_ I _ ROW 880 t ROW
B76 I- - ` 1 1 1 — i --- I 1_ GRAVEL DRIVEWAY (WAY L -_ ^ � f 876 - .1.___ I —_— I 1 1
—I — tl — -- — I I 1
_- 876
--1--- —
I
f ° !1 '.4 .
872 I - 1 I 1 _1 1 872 1 I I _ —__ .� ____I_____.1
. � 1 1 � } I I I 872 —. I n F. _- 1 1 .___. f 1 872
668 1 .I- 1 m � - 1 1 868 �_ -.._ �_ ,7 , 1 __ _ -1-- -i
-40 -20 0 20 40 -40 -20 0 20 40
• 0 o z g
S E 40 FEET
04TE REVISION -a:o4¢ MY or CROSS SECTIONS 54°
RLR Hakanson Anderson Inc. x s ! �
m' It Oaf: Civil Engineers and Land Surveyors IYiO
ADS 2/10/05 3601 Thurston A.¢. Anoka. g •s•to 55303 / 89 STREET AND PARELL AVENUE NE
KT Y3, fam - io.7o� moo¢ AI i0 763 -127 -5660 Ekt 363 - 427 - 0370 V V V V V 9
- oe.u.- mcaums,b.s \or..,-rse.s RJW 07361 •.hdo en- aMenen.wm ON THE GREAT RIVER ROAD CITY Of OTSEGO. MINNESOTA v .'.
n73A1 I
PUBLIC HEARING
89 Street and Parell Avenue
6 PM, March 28, 2005
OTSEGO CITY HALL
1. Mayor Fournier will open the Public Hearing.
Roll Call:
2. City Attorney comments.
3. Presentation by City Engineer of the proposed project and proposed
Assessment Roll.
4. Public Comments.
5. Close the Public Hearing.
6. City Council Discussion.