197337✓-
• ' Council File No. 197337-
.11 In the matter of constructing a san- 2
itary sewer from the terminus of
7 t termiu b existing i g approximately said
92
4 feet south of the north line of the SW%
of the NW% of Section 2, Township 28 ------------------------------ North, Range 22 West and approximate -
'^ the agt line of the
11 W
1 FINAL ORDER r; ' "
In the Matter. of T_
Constructing a sanitary sewer from the terminus of the existing sanitary sewer /
l
said terminus being approximately 392 feet south of the north line of the SW 1/4�
f of the NW 1/4 of Section 2, Township 28 North, Range 22 West and approximAely
202 feet west of the east line of the SW 1/4 of the NW 1/4 of said Section 2,
to Burns Avenue in property that has been condemned for sewer purposes and in
an easement to be deeded to the City.
Also constructing a storm water sewer from Battle Creek to Burns Avenue in
property to be deeded to the City for sewer purposes.
Said property that has been-condemned for sewer purposes being described as
All that part of the SW 1/4 of the NW 1/4 of Sec. 2, T-28, R 22, lying northerly
of Upper Afton Road and lying southerly and easterly of the following.described
line: Commencing at a point on the east line of said SW 1/4 of said NW 1/4, said
-� point being 290 feet south of the HE corner of said SW 1/4 of said NW 1/4; thence "
west at right angles a distance of 217.38 feet; thence S 31 005' W a distance of
150 feet; thence due South a distance of 38.73 feet; thence S 31 005' W on a straight
line to the northerly line of Upper Afton Road; except for that part lying southerly
ry and easterly of the following described line: Commencing at a point on said east
line of -said SW 1/4 of'NW 1/4 in said Sec. 2, T 28, R 22, said point being 390'feet
south of the NE corner, of said SW 1/4 of said NW 1/4; thence W on right angles a
distance of 160.9 feet; thence S 31 005' W on a straight.line to the northerly line
of, Upper Afton Road.
Said permanent easement (to be-deeded) for both the sanitary sewers and storm water
sewers to be a 30 foot wide easement, the centerline of said easement (to be deeded)
being described as follows:
"Beginning at a point that is 202.4 feet west of the east line of the SW 1/4 of the
:Nw'1 /4 of Sec. 2, T 28, R 22, and which point is 392 feet south of the north line
of the SW 1/4 of the NW 1/4 of said Section 2, thence running on a bearing of N
'48 °30' W a distance of 293 feet;•thence on a deflection angle of 79 030' to the
right a distance of 16.2 feet; thence on a deflection angle of 15 °30' to the right
a.distance of 340 feet more or less to a point that is 165 feet West of and parallel
to the East"
_line''of the West 1/2 of the NW 1/4 of said Section 2; thence North,
parallel'to•'-said east line, a distance of 405 feet; thence on a line deflecting to
the right 7 °50'', 'a distance of 207 feet; thence on a line deflecting to the right
19 °30' a distance of 238 feet; thence on a line deflecting to the right 47 °001, a
distance•of 169.85 feet to a point on said east line of the West 1/2 of the NW 1/4
of said Section 2; thence along the east line of the West 1/2 of the NE 1/4 of said
.Section 2, a distance of'approximately 460 feet to the NE corner,of the West 1/2
of the, NW 1/4 of. said Section '2.
Also constructing'sanitary sewers and storm water sewers from the aforementioned
easement (to be deeded)'to White Bear Avenue in an'easement (to be- deeded). '.
Said easement (to be deeded) for both the sanitary sewers and storm water sewers
to'be a 30 foot Wide easement the centerline of said easement (to be deeded) being
described "as - follows: Cotdwncing at a point on the West line of the NW 1/4 of
Sec. 2, T 28'; R 22; a distance of 1209 feet south of the NW corner of the NW 1/4
of said Sec. _ 2; _thence running on a bearing of A 84 °14`' "''E as measured• from the west
line of the NW 1/4 of Sec. 2 a distance of 289 feet from said west line; thence on
a line deflecting 90 °00' to the right; for a distance of 153.9 feet; thence south
parallel to'said West liner 257 feet; thence on a 1i.ne•deflecting 65 006' to the -
left, fora distance of" 293 feet; thence on a line deflecting to the right 86 °26'
fora distance'of 67 feet more or less to an intersection with'a line running west
at right angles to said East line of the W 1/2 of`the W 1/2 of NW 1/4 of.Section 2,
said" line being parallel to the =north line of , the `NW,'1 /4 of Section 2 and ,280! north
-
Of the,celiter line of Upper Afton Road as measured along the east line of the 'W 1/2
of thei,4,1 /2 of the'NW 1/4 of Sec. 2; thence approximately'271.2 feet east along the
above described line that is 280' North of Upper Afton Road and parallel to the north
line of the NW 1/4 of Section 2 to a point that is 162.2 feet east of the east line
of the -W' 1/2 of the W 1/2 of the NW 1/4 of Sec. 2; thence on a line deflecting 58 030'
to the'ieft, fora distance of 129.8 feet to point of ending.
All oftwhich,is-to be 'known as the BATTLE CREEK SEWER SYSTEM -- EXTENSIONS TO
WHI'Z'E BEAR AVENUE., AND BURNS AVENUE * i
described -as follows:- Commencing at a point on the West line of the NW 1/4 of
See..2, T 28, R 22, a distance of 1209 feet south of the NW corner of the NW 1/4
of.said Sec. 2; thence running on-a bearing of N 84 °14' E as-measured-from-the west`
line of the NW 1/4 of Sec. 2 a distance of-289 feet--from "said west line; thence on
a•,34ne «deflecting,,90 °00' = to th►e right, for a distance of 153.9 feet; thence south
pa allel to said West °line, 257 feet; thence on a line deflecting 65 006' to the
left, for ,,a distance of',293 feet; thence on a line' deflecting to the right 86 °26'
for a distance of 67 feet more or less to an intersection with a line running west
at ; right angles, to- said East line of the W 1/2 of ' the' W 1/2 of NW 1/4 of -Section 2,
said line being parallel to the north line'of the NW 1/4 of Section 2 and 280' north
of the center line of Upper Afton Road as measured along the east line of the W 1/2
df the.W 1 /2 =of 'the NW 1/4 of Sec. 2; thence approximately 271.2 feet east along the
above described line that is 280' North'of Upper Afton Road and parallel to the north
line of the NW 1/4 of Section 2 to a point that is 162.2 feet east of the east line
of the W 1/2 of the W 1/2 of the NW-1 /4 of Sec. 2; thence on a line deflecting 58 °30'
to the.,left, for a distance of 129.8 feet to point of ending.
A21=. of which i is , to- be. known as .the BATTLE CREEK SEWER SYSTEM -= - EXTENSIONS TO
WEE BEAR. AVENUE •AND,.BURNS AVENUE.
all-
r CITY OF ST. PAUL
DEPARTMENT OF FINANCE
REPORT OF COMMISSIONER OF FINANCE
ON PRELIMINARY ORDER,
(A)
Conatrtic`�it� a sanitary sower from the terminus of the oxist • sanitary sower said ter�.nus -
being approximately 392 feet south of the north line of the of the Imo; of Section n2e SW4
Township 28 North, Range 22 West and approximately 202 feet west of the east
of the W4 of ;said Section 2, to Burns Avenue in property that has been condemned for sewer
purposes and in an easement to be deeded to the City.
Also constructing a storm water sewer from Battle Creek to Burns Avenue in property to be
deeded to the City for sewer purposes.
Said property that has been condemned for sewer purposes being described as All that part of the
SW4 of the NW4 of Sec. 21 T. 28, R. 22, lying northerly of Tipper Afton Road and lying southerly
and easterly of the following described lines Commencing at a point on the east line of said
SW4 of I+1W4, said point being 290 feet south of the NE corner of said SW4 of said NW4; thence
west at right angles a distance of 217.38 feet; thence S. 310 05t W. a distance of 150 feet;
thence due South a distance of 38.73 feet; thence S. 310 o51 W -so a stra�teline
erto o et'
ine of Tipper Aftgn Road; except for that part lying ly
follocr, ascribed lines Comme�ic'3ng��at- a� pi>isft• on said east line of said ' i °f �of said
e�c:1C2 �; . c8�,g R;.e22 _arid; p i.nt being 390 feet south of the NE corner, of said SW4
NW4; thence W. on right angled a' distance of 160.9 feet; thence S. 3l° 051,w• on a straight
line do the norther],* ' line of r Afton Road.
tie uommiasioner of FinanoD Nerioby reports as folIozis:
Said Re er�t ea�aeme t (to be obtained) for both the sanitary sewers and atom water sewers
lE. ,�� �,��, r� f >� tnc'theocerite "r` ins Hof said easement (to be. deeded) 4b�e described
Cit •1be 30 Oot 1 ids em$nt,,.
,6 ji lj , � �•�� 18=d 1~ 210 X16 $40 000.00 Assassrmuta 26 600
as fo loutgs�imated assessment per foot for the above im�rcvemen zs - - - - . '�t
Beginn�lcat ca, pQ AtjtWkI,is_- j2g2.�Y•feet ifgpt,(of�et4gteaast� line of�the SW;sof the NW4 ofd See. 2,
T. 28i R. 22, and which point is 392 feet south of the nor't�i lids of the SWshof�=thas�NGT�.�ofafSa3cbf
cSect' on�12;n h�rice' unn3ng'` tbeai',ilzg;_f, N..v 48°fc3,0!F * a distance of 293 feet; thence on a
deflec_tion ,angle_of 790 301 to the right a distance of 16.2 feet; thence on a deflection angle
i of 15� 30��to the right a- distaace-'of - 340=feet more -_ or= lea a4a-a point_- that__-is�165 meet;
} 1 action 2 th 4ce north' �$SED
and parallelo�t tiheI st line of the�We1t- xpf the NW4 o &:ga.d 3 M� oN
- - _ = e— a- distance. -of= 05•'_feet; _thence _on, a line deflect to,cthe 3e B,.ea.
�allel -to - sa9.d -east -].in ,,
ff0 54,E a distance of 20 feet thence on a line deflecting to the right "lgo -�30t, a digtane-e--
of "23�8�fee,t ;- theIce '510 llie deaf, otinOn o ; they -iightr�- 4794.M-,ra�is�cegof A69.85 feet to a
dpoint�A n said east line of the West' j of the' NW4 of said Section 2; thence along�`the`eaat°
line of `the West A� eplthe NE4 -of -s id_ Section_2., , a_d1stance of approximately lt60�f to the
liENE acorn r,, of hie Wees�tt of, t e a Akaa d :'ectof center ins of r Afton
��. _.:_. ___ -- -- - �— _ _4� - --f:� - - -
- - - -- - e
g �o ac,,onstrnct3ngWan3tarry sere and storm water sewers from the aforementioned easement -'
—(to--b e deeded) to--w t "Bear-- Avenu4�i'n �ea�semen- t-= Ctetdee'd'�d)? ooutY_��
250 a te., measu +' �� +,° ,w dwArledl ' or'xbo h`� t e" aa�n3:t "'' a.aeWe s arida atox!m atprA;,i �ers to be a
t az'3*
t—
said west line; thence on a line
thence - south- -Paran6,1-to' said. -wea
left, for a distance of 293 feet;
to said east line of -the
measured along the east line
" 271--2 feet - east - -along the _ab
Foparallel,t to the -_north line c
QAw+. t ins of the W-1 of the W
of
ne o said basement (to be deeded) bein8 described as
th"e �we�s_ �].ixie `'poi = the.cNW) -. Ofas . t! p T,c_1i28, R. 22, a .distance
of 1the NW4 of said Sec. 2; thence running on a - bearing °of —
westclise�ci£^,iidiI�+l40 fS.ec; 22a diet ante„ of�895f'eet9fro
jfleting 190° 001 to the right, for a d
o ia`tanc® of 153.9' feet;
257_feet; thenae'on_a line deflecting 65 °`061 to the
;hence oni a line deflecting to the rght"86 °'261�'for -a
rw an,linteraection with a lisle running west at right angles
W cf NW4 of Section 2, said- line being para11e1 -to -the el:-to-the----
2801 =north of the center line -of Tipper Afton Road as
of the Wj I of the W* of the NW
ve =described. line_ that, is 280 a
'the NW4 of Section 2 to -po
• of the NW4 of Sec. 2; thence
471 ucv . .-, v.-..» a• _SIX --- -- - -- - - -
North of Tipper Afton Road and
rrt tfiat • is "162:2` feet ' east - of the••- -
on a line deflecting 580 301 to the
left, for sl distance of X!3
TOO pvluu
.,,
All of which is to bekn0r n the - '_BATTLE= CitEER "SEWER- STSTBM --EXT SIONS TO W iITE BrAR AVBN[IE ,..
AHD BMW AWNUE.
c
a CITY OF ST. PAUL
DEPARTMENT OF FINANCE
REPORT OF COMMISSIONER OF FINANCE
ON PRELIMINARY ORDER
(C) ..
IIDESCRIPTION
, I
LOT IBLOCKI
ADDITION II
LAND VALUATION BLDG.
I
f west 2 0 ft. of east of -W
St
of
Lorthwest . between 2 pmallel
II
1-14:nes
at right angle from west lint
of
said)
east i of west J of northwest :
II
!I
easured thereon and 250 ft, and n1
7 fib.
no�th
from its intersection with
!I
11
center line of VMr Afton Road in
'Section
21
Township 28 a 22
I! 0
II
Except north 1,026.9 ft.; part north
of
1Uppe
Afton Road, of east 2 of west
11
IIof
west i of northwest 4 of Section
21
Two
hip 28, Range 22
975
iiftbJect
to White Bear Ave. and except
north
0.026.9 ft.; part north of
11UpPer
Aftm Road of west 4 of west
of'northwest
4 of Section 2, Township
1128,
Range 22
I
1
1
II 825
iiBeginning
on west line of east � of!west'
� o�
northwest i and 250 ft. north
11
11from
center line of Upper Afton Road;
tLeel
east at right angle 179 ft.;
i1thence
south and parallel with said!
west'
lint
135 ft.; thence southwesterly
!!
lito
point in said center line 96 ftdsoleasterly
from be thence to
11
i1beginning,
in Section 2, Township 2b,
�nge
�2
!! 150 $1,550
11
!
1
1
11
11
I
I
1
11
11
!
1
1
!I
I
1
1
!1
II
I
I
I
ll
11
I
TOTAL
!! $6,075 $2x450
The Commissioner of Finance further reports that he has investigated all of the aforesaid matters,
and hereby submits the foregoing as his report thereon to the Council, together with the report made
to him in reference to said matter by the Commissioner of Public Works.
Dated '7))!±:.'!Z
Commissioner of Finance �P
Form B.B. 12 1M 3-58 a
GEORGE M. SHEPARD
Street-& Highway Engineering Coordinator
r
CITY OF SAINT PAUL
Capital of Minnesota
DEPARTMENT OF PUBLIC WORKS
ADRIAN P. WINKEL, Commissioner
CLIFTON G. HOLMGREN, Deputy Commissioner
234 City Hall & Court House
O
April 7, 1960
Hon. Adrian P. Winkel
Commissioner of Public Works
City of Saint Paul
Dear Si r:
15 1
EUGENE V. AVVERpVY��
Chief Engineer
I transmit herewith preliminary estimate of'cost for the
construction of the Battle Creek Sewer Systems - Extensions to White
Bear Ave. & Burns Avenue, under Preliminary Order C. F. 195552,
approved January 26, 1960.
r
Total Estimated Cost $206,057.50
Engineering & Inspection 18,732.50
Bond Fund 210 SE -16 40,000.00
Assessments 26,600.00
City Share 31 E -1 139,457.50
Cost per front foot 7.00
Frontage 3800 ft.
� Yo s very truly,
Eugene V. Avery
Chief Engineer
Approved for transmission to
the Commissioner of Finance 1
Ad i an Win e
Commissioner of Pub] o s 4.��� .1960
APR
co TyEri. ov
A V_.
OFFICE OF THE COMMISSIONER OF PUBLIC ARKS
s REPORT TO COMMISSIONER OF FINANCE
^^ Y
April 7th, lg 60
To the Commissioner of Fidahte of the City of Saint Paiul�
The Commissioner of Public Works, having had under consideration
the preliminary order of the Council, known as Council File No. 195552 ,
approved January 26th 19 60� relative to
T _ r Construct a sanitary- sewer from the terminus of the existing sanitary sewer,
said terminus"Fing `approximately "392 feet"sou "tli of 'ttie' north" line° of "the 'pg'1 /4
of the-NW.1/4 of Section 2, Township 28,North, "Range 22 West and approximately
202 feet west =of'the east -line of'- the` "SW,�1 /4 "of"the -NW "114 of" "said - Section 2;
to Burns Avenue in property that has been condemned for sewer purposes and in
an easement -to "be deeded to thi'Cfty:
AZso c6nstruc"t"g-i tordi water- Cewet" -from Battle Creek -to Burns -Avenue in-
property_,,to ftededv t�o,jtyhe City.�,�forsewer purpose rcforred to therein, hereby
Sai&property that has been condemned for sewer purposes being described
as All that part of the SW 1/4 of the NW 1/4 of Sec. 2, T 28, R 22, lying northerly
of Upper Afton Jload; and ay.ing,,southerly and easterly of,Ethe��ffollowingr describedi�
line: Commencing at a point on' the east•�hine'- of ~"sail,sW 1'/4 of said NW 1�4, said
point being 290 feet south „of, the ,NE. corner jof Ssaid,lSW 1/4� f said 4NW,1 /4; 3tthenc�e t
west at right angles a distance of - 217:38 feet;_the,rr -- -�31C0_,;1I a d "istance of`'
150 feet; thence due South a distance of 38.73 -feet; thence 5.,'314051: W on a
Lilt+l i=OT 1 � er.o tr l flatvrp arc• CXrt i:t Or ` D 1 0 )Mpro ,i. ':`a7�'
straight line to the northerly -line of Upper Afton Road; except for that part lying
southerly, and easterly of the following described line: Commencing at a point on
said east' line of� said SW 1/4 of NW 1/4 in said Sec. 2, T 28, PC 22, said point being
390 feet south of the NE corner, of said SW 1/4 of said NW 1/4; thence W on right
angles aY di=stance- of - 160: 9 - feet ;- thence- S ~31005'W},on-`a-straight trine- to- the-
northerly li a jof Upp t A�ftpono Ro.a�d r sketch �f said i^-prove —ant is hereto attached
Said permanent easement (to be deeded) for both the sanitary sewers and e
storm water sewers �' o`Se' %5` 30 'foot wide easement, the centerline of said easement
(to be deeded) being described as follows:
Beginning et�a.point,�thatnis1202.4 feet westrof the, east line.of the SW 1/4i3
of the NW 1/4 of Sec. 2; T 28, R 22, and which ,-point "is "392'3feet'soutli of the'ecc y
northline�of- the SW 1/4 of the NW 1/4 of said Section 2 thence.running on a beariiM.
Q' 1
el t3` "inr . !?� ['" tt, ?.. r �.. �li�' "" L � � V ; � 'r ^ ^!1!' rllf Sa t N l: '• t. •.O.- --tpt
of N 48.30 !IV a °distance of 293 feet; thence on a deflection angle of 79 30 to
the,tight,,a, distance of 16.2 feet; thence on a deflection,angle of'150301 to the
Q right a` distance of 340 feet more or less to a. point,that�is 365 feet,Westrof and '
,` , r -, ,w,a
piaralle •.,to, the =East line of the West 1/2 of- the- NW;: said- Sectionr2- thence
�tod�-t2ff ;,p,araYlel•`,to said east line, a distance of 405''°feet; thence )on 'Pline deflectingA
rigt ft 7050'-,Za''distance of 207 feet; thence on a line deflecting to the f-
right 1903 """a "distance of 238 feet; thence on a line deflecting'to the right 4 "*'
47000',, a distance'of 169.85 feet to a point on said east line of the West 1/2 of
the NW,i /4 of sa Id, eSection 2; thence along the east line of the West 1/2 of the
NE 1/4 of said Section 2, a distance of approximately 460 feet to the NE corner of
� the - West,- 1 /2 -of the -,NW 1 /4Fof said -- Sect - ion- 2- ...- ...........
Also construct sanitary ,sewers- and -storm water sewers from the'-aforementi
'easement (to be deeded) to White Bear Avenue in an easement (to -be deeded).- -
Said easement (to be deeded) for both the sanitary sewers and storm water
sewers to be a 30 foot wide easement•the centerline of said easement (tobbe deeded)
being described as 'follows: Commencing at a point on the West line of the NW 1/4
of Sec. 2, T 28, R 22, a distance of 1209 feet south of the NW corner of the NW -1/4 '
of said Sec. 2; thence running on a bearing of N 840141 E as measured from the west ;
line of the NW 1/4 of Sec. '2 a distance of 289'feet from said west line; thence on'•
a line deflecting 90000' to the right, for a distance of 153.9 feet; thence south
parallel to_said West line, 257 feet; thence on a line deflecting 65006 "' to the ,
1- eft.,_for-• a--distance of- 293--feet;-.-thence. on - -a, -line deflecting to the right 86026' -
for'.a�disiance of.67 -feet more or- less,to -an intersection with a line ' running -we
at right angles'to said East line of ,-the`W 1/2 of the W 1/2 of NW 1/4 of Section ,,
said line being ,parallel to the _hbiatli line of the NW '1/4 .of• Section 2 and 280''_ north
of the center line of Upper Afton Road•as measured along the-east line of the W 1/2
of the W i /2- oflthe14W 1 /4 -of Sec. 2;*thence•approximately 271.2 feet -east along the
above described line that is.2801 North'of Upper Afton Road and parallel to the
. 1 north. line .of 'the NW 1/4 of Section, 2 to -a point-that is 162._2 feet'-east of the
east line of the W'i /2'of the'W 1/2 of the.NW 1 /4'of Sec. 2; thence on a line, '
deflecting 58030', to the left, for; a distance of 129.8 feet' to point `of ending. ,
All of which-is -to be known as'the'BATTLH,CREEK SEWER SYSTEM-— EXTENSIONS
TO WHITE BEAR AVENUE'AND BURNS AVENUE." s
'S