3995 Lexington AveCITY OF EAGAN Remarks , -
Addition ? Lot Blk Parcel 10 02200 010 03
Owner f ' A Street State EAGAN hIId 55123
+ . _,,. .._:.-. ?-.oD_ 'D?
Improvement
Date
Amount „I_
Annual
Years
Payment
Receipt
Date
STREET SURF.
STREET RESTOR.
GRADING
SAN SEW TRUNK
SEWER LATERAL
WATERMAIN
WATEA LATERAL
WATER AREA
STORM SEW TRK
STORM SEW LAT
CURB & GUTTER
SIDEWALK
STREET LIGHT
WATER CONN.
BUILDING PER.
SAC
PARK
1988 BUILDING PERMIT APPLICATION - CITY OF EAGAN
SINGLE FAMILY DWELLINGS
INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS
NOTE: ADDRESSES FOA CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS
IS DESIRED. NO CHAIJGES WILL HE ALLOWED ONCE BUILDING PERMIT IS ISSUED.
MULTIPLE DWELLINGS RELVTAL ONITS FOR SALE UNIT3 # OF UNITS
INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT.,
1 SET OF ENERGY CALCULATIONS
CONP4ERCIAL
INCLUDE 2 SETS OE ARCHITECTURAL & STRUCTURAL PLANS,
1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS
To Be Used For: e llkp Valuation:
Site Address 3?I'Q? h.ex,nt?'Ton A v2. ?
Lot 010 Block 03 oiD 03
Pareel/Sub (UE %y ot cjeet aa 440^09-
Owner l:i_7? D't LAQar1
-T
Address M0 ??lof knob 2cJ.
City/Zip Code Eackah r m(? 5 5 ? aa
Phone
Contractor _
Address
City/Zip Code
Phone
Aroh./Engr.
Address
City/Zip Code
Phone #
nate: 1 C3U ? 91 l ?S?S
On site sewage Oecupancy
MWCC system _ Zoning
On site well + Actual Const
City water _ Allowable
PRV required _ # of stories '
Booster Pump _ Length
Depth
S.F. Total
Footprint S.F.
APPROVALS FEES ? (
?l?
Engr/Assess Permit
Planner Sureharge
Council Plan Review
Bldg. Off. SAC, City
Variance SAC, MWCC
Water Conn
Water Meter
Road Unit
Treatment P1
Parks
Copies
TOTAL
MEMO TO: MEL BAILEY
FROM: BTBVS HANSON
DATE: MAY 10, 1988
10-0?200 010- 03
SIIBJECT: CONDITION OF THE MCCARTHY $OME LOCATED IN PATRICR
EAGAN PARK.
As requested, Doug Reid and I made two inspections of this struc-
ture. These inspections were performed on Thursday, May 5 and
Monday, May 9, 1988. We observed the following:
1) The roof ridge board and rafters are sagging. The current
design standards for roof systems would not be met by the exist-
ing construction.
2) Some of the log joists that were used for the floor construc-
tion are suffering from dry rot. These members should be re-
placed with a system that would meet current design standards.
These log joists were visible from the basement. The structure
of the second floor was not visible.
3) A steel post that was placed under the mid-span of a beam in
the basement appears to be set directly on the concrete floor.
There should be a footing under it.
4) A portion of the home is built on a concrete slab with a
crawl space under it. The concrete slab appears to be self sup-
porting as we could view only a portion of it and there was no
support system. The structural integrity of that slab should be
verified.
5) The house is generally in good condition but if it would be
used on a regular basis, it should have some repair work done.
6) At this time, no check of the plumbing or heating system was
made. I
7) The electrical system has been upgraded.
If you have any questions about what was viewed, please contact
Doug or myself.
A aAssistant Building Official
SH/af
i`r. .... . ? .
'.....-
•
SCREENS 26,29&30 REAL ESTATE INQUIRY - NAME/ADDRESS/LEGAL XINPN003
PARCEL ID: id 02204 010 03 PLAT NAME: SECTION ;::? TWN 27 RANGE 43
SPECIAL ASSESSMENT5
EXEMPT
FIRST DIVISION:
LAST DIVISION:
FEE CURRENT OWNER:
CITY ?F EAGAN
3795 PILOT KIVO$ RD
EA6AN MN 55122
TRANSFER TO SCREEN NUMBER:
PF8-SCROLL FORWARD
;y-)l
LE6AL.: S 16 A OF E 112 OF NE 1/4
EX E 400 FT LYIN6 N OF 5
E6 FT
22 2723
,
?2S vyn nfi oO. cCe ?
??'1??.-p No 90
1 on C?Y
21tJ
SAC 10/9/84
IV. NEW BuSINESS - PendinQ Assessment Review
A. PROJECT 411, PATRICK EAGAN TRUNK STORM SEWER
1. George & Mirian Nall (1 0-02 200-040-2 7) 61A ?
BACKGROUND INFORMATION L 79i ?'?--
On Ju1y 17, the public hearing was held for Project 411 which provides for
the trunk storm sewer outlet for Patrick Eagan Park and the ponds within
the future Birch Park Addition located immediately east of the Na11 property.
Enclosed on page9? / is the letter submitted by George and Mirian Nall
requesting consideration by the Special Assessment Committee. Enclosed
on page,,?3L is the preliminary assessment ro11 prepared for this property
which shows the total area of the lot, the credit applied for future right
of way and the net assessable area. Mr. and Mrs. Nall are objecting to
the City's special assessment policy which provides for a"large lot" credit
which is applied to those parcels zoned agricultural/single-family, less
than 5 acres in size and homesteaded. While the property owned by Mr. and
Mrs. Nall fits the first two criteria of the policy, it is presently not
homesteaded. The "large 1ot" policy would have provided that only the first
16,500 square feet of each acre be assessed at the current rate. If Mr.
and Mrs. Nall had qualified for this "large lot" assessment policy, their
pending assessment would have totaled $2,972.00 instead of the proposed
$6,282.00.
The "large lot" policy was adopted by the City to provide credits to those
people who live on tracts of land less than five acres in size, taking into
consideration the low probability of their ever dividing such a small piece
of property for development purposes. In addition, the City Council required
that the property be homesteaded to protect the credit only for those owner-
occupied situations and not to be applied to investment-type property.
Enclosed on pageZ3 is a map showing the location of this property located
just east of Pilot Knob Road. Enclosed on page? is a topographic overview
of this property.
An additional objection by the Nalls pertains to the fact that no credit
was given for the ponding area located to the east of their property and
the rugged topography over the eastern half of their property which would
hinder the feasibility of this property being developed. The ponding area
on the eastern portion of their property is not necessary for the City's
comprehensive storm sewer plan and would be al2owed to be eliminated and
filled through future development. The present elevation of the ponding
area is approximately 50 feet below the elevation of the existing house.
STAFF RECONAiENDATION
After reviewing the topography, the configuration and existing and proposed
future development of the property surrounding this parcel, it is highly
unlikely that this 4-acre parcel would ever be subdivided. The cost to
eliminate the ponding area by importing the required amount of fill plus
the apparent inability to create a sufficient number of lots through a subdivi-
sion to justify the costs associated with public improvements, it is the
11
t r .
1. George & Mirian Nall (10-02200-040-27) (continued)
staff's recommendation that this parcel be classified as a"large lot" and
be given the appropriate credits.
COMMITTEE RECOMMENDATIONS/COMMENTS
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PRELIMINARY ASSESSMENT ROLL
APPENDIX B
PATRI CK EAGAN PARK/BIRCH PARK ADDITI ON
TRUNK STORM SEWER OUTLET
PRO.TECT N0. 411
Parcel Area Credit Assessable Total
Description (sq.ft.) (sq.ft.) Area (sq.ft.) Rate Assessment
NE 1/4, SECTION 22 •
010-02 3.89 Ac. Large Lot 3.89 Ac. $743/Ac, $ 2,890
011-04 1,873,080 Pond 91,476 1,425,284 $0.045/s.f. 64,138
Future R/W(20%)
356,320
TOTAL $67,028
NW 1/4, SECTION 22
012-26 - Eagan 771,184 Future R/W(20%) 616,948 $0.445/s.f. $27,763
154,236
013-26 - Eagan 435,600 Future R/W(20q) 348,480 $0.045/s.f. 15,682
87,120
014-26 - Dak. Co, 370,260 --- 370,260 $0.045/s.f. 16,662
010-27 188,740 Future R/W(207) 150,992 $0.045/s.f. 6,795
37,748
020-27 200,000 Future R/W(20%) 160,000 $0.045/s.f. 7,200
40,000
030-27 113,076 --- 113,076 $0.045/s.f. 5,088
-> 040-27 174,492 Future R/W(20%) 139,594 $0.045/s.f. 6,282 ec_
8
TOTAL $85,472
1560c Page 7.
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