224599 _ �- � � ,_� � �;��� �- -- . -�
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` GTTY OF ST. PAUL ���� FILE NO.
. R.esolution Approving Assessment By—
and Figing Time of Hearing Thereon File No. 14873 � _
�
�L_ In.the_matter of the assessment of benefita, costs and expeases
Construct a sanitary sewer from the t�rminus of the existing sanitary sewer, said
terminus being approximately 392 feet aouth of -the north line of the SW 1/4 of the
NW 1/4 of Section 2, Township 28 North, Range 22 West and approximately 202 feet
., west o� _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 construct 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 pnrposes being described as All '
� that nart 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 aC a point on the east line of said SW 1/4 of said NW 1/4 said point
' being 290 feet south of the NE'corner of sai8 SW 1/4 of said NW 1/4; thence weat at �
right anglea a distance of 217.38 •feet; thence S 31°- 05' W a distan�e of 150 feet; �- -
thence due South a distance of 38.73 feet; thence S 31° 05' W on a str�ight line to
the northerly line of Upper Afton Road; except for that part ].ying southerly and
easterly of tha following described line: Commencing at a po'int 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 aouth '
of the NE corner, of said SW 1/4 of said NW I/4; thence W on right angles a distance
of 160.9 feet; thence S 31° 05' W on a atraight line to the northerly line of Upper
Afton Road. ,
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Said permanent easement (to be deeded) for boCh the ,sanitary sewers and storcn water '
� sewers to be a 30 foot wide easement, the centerline oP seid easement (to be deeded)a , ,, j
being described as. follows: . - • . " ' � . � ,
- __� "` . . -� _ .s.. -�...... �w � ��.. '
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 northline of
the SW 1/4 of �the I�W 1/4 of said Section 2, tfience running on a bearing of N 48°
30' W a diatance of 293 feet; thence on a deflection angle of 79° 30' to the right °
• a distance of 16.2 feet; thence on a deflection angle ot 15° 30' to the right a '
distance of 340 feet more or lesa to a point that is 165 feet t�Iest 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 left 7° 50' a distance of, 207 feet; thence on a line deflecting eo the right '
' 19° 30' , a distance of 238 feet; thence on a line deflec.ti•ng to the right 47° 00' ,
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 lin� of the West 1/2 of the NE 1/4 of
said Sectiori 2, a distance of approximately 460 feet to the NE corner of the West
, 1/2 of the x[a iJ4 of said Section 2. , '
Also construct sanitary� sewers and storm water sewers from the aforementioned ease- �
r______ment (to be deeded) to White Bear Avenue in an easement (to be deeded). . �
Said easement (to be deefled) for both tfie sanitary sewers and storm water sewers to
be a 30 foot wide easement the centerline of said easement (to be deeded) being
' descrfbed as�-followst: Commencing aC a point on the Wese line of the NW 1/4 of Sec.
2, T 28, R 22, a distance of 1209 feet soutt� 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 fram Che west �
line of the NW 1/4 of Sec. 2 a distance of 289 feet from. said weat line; thence on '
a line deflecting 90° p0' to the-right, for��a•dietance• of 153.9 feet; thence south -
parallel to said West line, 257 feet; thence on a line �deflecting 65° 06' 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 lesa to an intersection with a line running west r
at rigtit angles to said East lin� of the W 1/2 of the W 1/2 of the 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 ot the center line of Upper Afton Road as measured along the east
line of �the W 1/2 of 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 ia 162.2 feet
east of the east lin� 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 lett, for a distance o£ 129.8 feet to poinC of
. ending. _
All of which is to be tcnown as the BATTLE CREEK SEWER SYSTEM -- EXTENSIONS TO WHITE
BEAIt AVENUE ANp BURNS AVENUE.
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