August 18, 1995

FEASIBILITY REPORT

STORM DRAINAGE IMPROVEMENT

(TC‑4C) HEMLOCK TO FOSTER; 79TH TO 77TH STREET – Project Number

CITY OF OVERLAND PARK

JOHNSON COUNTY, KANSAS

DESCRIPTION: This report relates to the improvement of an earthen storm drainage channel and other improvements to reduce flooding and land erosion during periods of intense rainfall in the area from Hemlock to Foster between 79th and 77th Streets, including the following locations: OVERLAND LOTS, YOUNG'S LAKE, MARTY'S FIRST ADDITION, BREYFOGLE RESURVEY, SUNAIRE, AND SANTA FE VISTA; subdivisions in the City of Overland Park, Johnson County, Kansas.

USE: The drainage ditch on 78th Street from Foster ‑Street to Lowell Avenue drains on both sides of 78th Street. The earthen ditch then departs from the roadside ditch at Lowell Avenue within the front yards to Hardy Street. It then continues west behind the houses to Hemlock Street where it crosses Hemlock Street and connects to the open ditch running through Young's Park. The project would assess those properties on either side abutting the roadway ditch between Lowell Avenue and Foster Street.

The improvements outlined would serve to reduce flooding and control land erosion during periods of heavy rainfall.

RIGHT-OF-WAY: Permanent drainage easements and temporary construction easements will be required from property owners adjacent to the improvements.

ZONING: All of the adjacent property is presently zoned for R-1 (single family residential) and CP (commercial) use.

PROPERTY OWNERS: There would be thirty (30) tracts assessed in the proposed improvement district.

DESIGN: The preliminary storm sewer design is in accordance with chapter 15.08 of the City of Overland Park Municipal Code. For the purpose of estimating, preliminary field information was collected to represent present conditions. The proposed storm sewer design reflects the latest rainfall data and satisfies all applicable sections of the O.P.M.C. (see enclosed plan).

Typically the proposed storm sewer would be located approximately were the earthen ditch exists. The earthen ditch between Lowell Avenue and Hardy Street is north of 78th Street. This section of the earthen ditch runs in front of the existing homes. The proposed storm sewer could be located along the north side of 78th Street. The existing ditch ' would remain as it is except for minor modifications. The exiting ditch would provide additional flood protection during periods when the storm sewer system exceeds the design capacity. By routing the storm sewer along 78th Street, most of the existing tree along the earthen ditch could be saved. Trees in the bottom of the ditch would have to be removed to provide the necessary ditch grading. Lateral lines would be constructed from the main storm sewer along 78th Street to area inlets within the existing ditch.

ESTIMATE OF PROBABLE COST: The estimated cost for the proposed improvements is outlined as follows:

ITEM	DESCRIPTION	UNITS	APPROX.	UNIT	TOTAL

QUANTITY	COST	COST

-------	-------------------	----------	---------------	--------	---------

1	CLEARING & GRUBBING	L.S.	L.S.	$17,000.00	$ 17,000.00

2	TREE REMOVAL	EA.	30	$750.00	$ 22,500.00

3	TREE REPLACEMENT	EA.	30	$200.00	$ 6,000.00

4	REMOVAL OF EX. STRUC.	L.S.	L.S.	$5,000.00	$ 5,000.00

5	EARTHWORK	L.S.	L.S.	$66,000.00	$ 66,000.00

6	DRIVE REPAIR	S.F.	6750	$4.00	$ 27,000.00

7	STREET REPAIR	S.Y.	1291	$50.00	$ 64,550.00

8	SIDEWALK REPLACEMENT	S.F.	2100	$4.00	$ 8,400.00

9	12" RCP	L.F.	1030	$35.00	$ 36,050.00

10	15" RCP	L.F.	4060	$37.00	$150,220.00

11	18" RCP	L.F.	1400	$40.00	$ 56,000.00

12	21" RCP	L.F.	150	$45.00	$ 6,750.00

13	24" RCP	L.F.	50	$50.00	$ 2,500.00

14	30" RCP	L.F.	370	$60.00	$ 22,200.00

15	36" RCP	L.F.	430	$70.00	$ 30,100.00

16	42" RCP	L.F.	710	$75.00	$ 53,250.00

17	48" RCP	L.F.	720	$85.00	$ 61,200.00

18	54" RCP	L.F.	1010	$115.00	$116,150.00

19	54" RCP END SECTION	EA.	1	$1,200.00	$ 1,200.00

20	STONE RIPRAP	S.Y	25	$45.00	$ 1,125.00

21	ENERGY DISSIPATOR	L.S.	L.S.	$10,000.00	$ 10,000.00

22	INLETS & MANHOLE	EA.	62	$2,500.00	$155,000.00

23	PIPE REMOVAL	L.F.	390	$10.00	$ 3,900.00

24	FENCE REPLAC.	L.F.	800	$6.00	$ 4,800.00

25	TEMPORARY FENCE	L.F.	800	$4.00	$ 3,200.00

26	TRAFFIC CONTROL	L.S.	L.S.	$8,000.00	$ 8,000.00

27	SOD	S.Y.	25000	$3.00	$ 75,000.00

28	PLACING SELECT SOIL	L.S.	L.S.	$5,000.00	$ 5,000.00

29	TEMP. EROS. CONTROL	L.S.	L.S.	$10,000.00	$ 10,000.00

30	PROJECT SIGN	EA.	2	$600.00	$ 1,200.00

31	CONSTRUCTION STAKING	L.S.	L.S.	$15,000.00	$ 15,000.00

-----------------------------

1__~

SUB‑TOTAL CONSTRUCTION COST	$1,044,295.00

CONTINGENCIES (10%)	$ 104,430.00

---------------

TOTAL CONSTRUCTION COST	$1,148,725.00

ENGINEERING, LEGAL,	$ 287,181.00

INTERIM FINANCING (25%)

EASEMENT COSTS	$ 110,000.00

UTILITY RELOCATION	$ 10,000.00

‑‑‑‑‑‑‑‑‑‑‑‑

TOTAL PROJECT COST 1995 CONSTRUCT.	$1,555,906.00

1997 CONSTRUCTION COST @ 7%/YR.	$1,773,733.00

I.D. w/ Minimum 5% Project Cost;	$ 88,686.65

This cost estimate is based on projected 1997 construction costs, rounded to the nearest dollar, and includes finish grading, compaction, replacement of all fences, and sodding of all disturbed areas. Easement costs are based on all of the easements being condemned with all damages to property owners paid by the condemnation awards. These costs were calculated without the services of a land appraiser and should be considered accordingly.

IMPROVEMENT DISTRICT: The proposed improvement district to accomplish part of these improvements should include all property lying within the following described tract:

Beginning on the West line of Lot 10, Block 2, YOUNG'S LAKE, 70 feet south of the northwest corner; thence east and parallel to the north lot lines of Lots 10 and 9 to the east lot line of Lot 9, said point being 70 feet south of the northeast corner of Lot 9; thence east to the Vest line of Lot 5, OVERLAND LOTS; thence north along the west line of said Lot 5 to a point 316 feet south of the northwest corner of said Lot 5; thence east and parallel to the north lot line of said Lot 5 to the west line of Lot 6 OVERLAND LOTS; thence north along the west lot line of Lot 6 to the northwest corner of said Lot 6; thence east along the north line of said Lot 6 a distance of 98 feet; thence south and parallel to the west lot line of said Lot 6 to point 180 feet north and 233.8 feet west of the southeast corner of said Lot 6; thence east and parallel to the south lot line of said Lot 6 to the east lot line of said Lot 6; thence east to the point on the west lot line of Lot 7, OVERLAND LOTS; thence north along the west lot line of said Lot 7 to the south line of the north 27/40 of said Lot 7; thence east along the south line of the north 27/40 of said Lot 7 to the west lot line of Lot 8, OVERLAND LOTS; thence north along the west lot line of Lot 8 to a point 219 feet north of the southwest corner of said Lot 8; thence east and parallel to the south lot line of Lot 8 a distance of 100 feet; thence south and parallel to the west lot line of said Lot 8 a distance of 100 feet; thence east and parallel to the south lot line of said Lot 8 to the east lot line of said Lot 8; thence easterly to the northwest corner of Lot 48, SUNAIRE ; thence east along the north lot lines of Lot 48 of SUNAIRE, Lots 240, 187, 186, 133, 132, 79, and 70, of SANTA FE VISTA to the northeast corner of Lot 70,‑ SANTA FE VISTA; thence south along the east lot line of said Lot 70 to the southeast corner of said Lot 70; thence south to the northeast corner of Lot 37, MARTY'S FIRST ADDITION; thence south along the east lot line of said Lot 37 to the southeast corner of said Lot 37; thence west along the south lot line of said Lot 37 to the southeast corner of Lot 38, MARTY'S FIRST ADDITION; thence north along the east lot line of said Lot 38 a distance of 150 feet; thence west and parallel to the north lot line of said Lot 38 to the west lot line of said Lot 38; thence west to a point on the east lot line of Lot 39, MARTY'S FIRST ADDITION; thence south along the east lot line of said Lot 39 to the southeast corner of said Lot 39; thence west along the south line of Lots 39 and 40, MARTY'S FIRST ADDITION to the southwest corner of said Lot 40; thence north along the west lot line of said Lot 40 to the northwest corner of said Lot 40; thence west to the northeast, corner of Lot 41, MARTY'S FIRST ADDITION; thence south along the east lot line of said Lot 41 to the southeast corner of the north half of said Lot 41; thence west along the south line of the north half of Lots 41 and 42, MARTY'S FIRST ADDITION to the southwest corner of the north half of said Lot 42; thence west to the southeast corner of Lot 3, BREYFOGLE RESURVEY; thence west along the south lot lines of Lots 3 and 4, BREYFOGLE RESURVEY to the southwest corner of said Lot 4; thence north along the west lot line of said Lot 4 to the northwest corner; thence north to the southwest corner of Lot 48, SANTA FE VISTA; thence west to the southeast corner of Lot 8, OVERLAND LOTS; thence west along the south line of Lots .8, 7, 6, and 5, OVERLAND LOTS to a point 140 feet west of the southeast corner of said Lot 5; thence north and parallel to the east lot line of said Lot 5 a distance of 141.98 feet; thence west along the south line of the north 472 feet to the west lot line of said Lot 5; thence west to the southeast corner of Lot 9, YOUNG'S LAKE; thence south to the southeast corner of the north half of the vacated 77th Street Terrace; thence west along the south line of the north half of the vacated 77th Street Terrace to a point of the extension of the west lot line of Lot 10, YOUNG'S LAKE, thence north to the point of beginning;

including in the above tract, the following described real property:

Parcels of land, all in the Southwest and Southeast quarters of Section 19, Township 12S, Range 25E, in the City of overland ‑Park, Johnson County, Kansas, more particularly described as follows:

All of Lot 9 except the north 70 feet and Lot 10 except the north 70 feet all of Block 2, YOUNG'S LAKE subdivision; and north one half of vacated 77th Street	Terrace adjoining on the south lot lines of Lots 9 and 10, YOUNG'S LAKE subdivision; The south 86 feet of the	north 402 feet of Lot 5; The south 70 feet of the north	472 feet of Lot 5; The east 70 feet of the west 140 feet	of the east 210 feet of the south 141.98 feet of Lot 5;	The east 70 feet of the south 141.98 feet of Lot 5; The west 98 feet of Lot 6; The south 180 feet of the west	100.8 feet of the east 233.8 feet of Lot 6; The north 90	feet of the south 180 feet of the east 133 feet of Lot 6, except the east 25 feet; The south 90 feet of the east	133 feet of Lot 6, except the east 25 feet; The south 1/8 of the north 4/5 of Lot 7,	except the east 150 feet and the south 1/5 of Lot 7, except the east 150 feet;

The	east 150 feet of the south 1/8 of the north 4/5 of Lot 7	and the east 150 feet of the south 1/5 of Lot 7; The west 100 feet of the south 219 feet of Lot 8; the south 119	feet of Lot 8, except the west 100 feet, All in OVERLAND LOTS subdivision; All of Lot 48 in SUNAIRE subdivision: All of Lot 240, Lot 187, Lot 186, Lot 133, Lot 132, Lot	79, and Lot 70; All in SANTA FE VISTA subdivision; All of Lot 37, except the north 30 feet, and except the east 32	feet; All of Lot 38 except the south 150 feet, and except the westerly 5 feet in street right‑of‑way; The east 79 feet of the north 104.5 feet of Lot 39, except the northerly 5 feet,	and except the east 5 feet of street; Part of Lots 39 and 40 beginning at the Northeast corner	of Lot 39 said subdivision; thence west along the north line of said Lot 39, a distance of 79.00,feet to a point; thence South 0 degrees 4 minutes 14 seconds East a	distance of 5.00 feet to a point being the TRUE POINT OF BEGINNING: thence continuing South 0 degrees 4 minutes 14 seconds East parallel with the centerline of Conser Avenue,	a distance of 99.50 feet to a point on a curve; thence on said curve to the left and southwest being radial to the last described course, having a central angle of 30 degrees 28 minutes 00 seconds, a radius of 145.00 feet and a length of 77.10 feet to a point; thence North 30 degrees 32 minutes 14 seconds West, a distance of 32.50 feet to a point; thence North 0 degrees 4 minutes 14 seconds West parallel with the center line of Conser Avenue, a distance of 91.62 feet to a point; East along a line 30 feet South and parallel with the centerline of 78th Street and 5 feet South and parallel with the north line of Lots 40 and 39 a distance of 90.00 feet to the TRUE POINT OF BEGINNING; All of Lot 39, except the east 79 feet of the north 104.5 feet and except the east 5 feet,	and except the north 5 feet of the west 86.8 feet and except the west 135.7 feet of the north .2 feet; All of Lot 40 except the south .3 feet of the east 34.3 feet, and except the north 5 feet, and 5 except the west 5 feet, and except that part in Lots 39 and 40 beginning at the Northeast corner of Lot 39 said subdivision; thence west along the north line of said Lot 39, a distance of 79.00 feet to a point; thence South 0 degrees 4 minutes 14 seconds East a distance of 5. 00 feet to a point being the TRUE POINT OF BEGINNING: thence continuing South 0 degrees 4 minutes 14 seconds East parallel with the centerline of Conser Avenue, a distance of 99.50 feet to a point on a curve; thence on said curve to the left and southwest being radial to the last described course, having a central angle of 30 degrees 28 minutes 00 seconds, a radius of 145.00 feet and a length of 77.10 feet to a point; thence North 30 degrees 32 minutes 14 seconds West, a distance of 32.50 feet to a point; thence North 0 degrees 4 minutes 14 seconds West parallel with the center line of Conser Avenue, a distance of 91.62 feet to a point; East along a line 30 feet‑ South and parallel with the centerline of 78th Street and 5 feet South and parallel with the north line of Lots 40 and 39 a distance of 90.00 feet to the TRUE POINT OF BEGINNING; The north one half of Lot 41; The north one half of Lot 42, All in MARTY'S FIRST ADDITION subdivision; All of Lots 3 and 4 of BREYFOGLE RESURVEY subdivision all said subdivisions of land are in the City of Overland Park, Johnson County, Kansas.

METHOD OF ASSESSMENT: If an Improvement District is created, all

properties in the Improvement District will be assessed an amount

of four and five tenth percent (4.5%) of the total property

and improvements valuation as recorded in the Johnson County

Clerk's office, based on the 1995 total property and improvements

valuations. Any assessment in excess of four and five tenth

percent shall be limited to whatever additional percentage is

necessary for the	improvement district share to equal five (5)

percent of the total project cost.

The properties between Lowell Ave. And Foster St. will be assessed on both sides along 78th Street from Foster Street to Lowell Avenue. The existing drainage ditch is along both sides of 78th Street and therefor the abutting properties should be included in this improvement. Also by including those tracts abutting the ditch along 78th Street, the project meets the require 5.0% minimum.

APPORTIONMENT OF COSTS: The apportionment of costs between the Improvement District and City‑at‑Large based on the total estimated project cost is as follows:

Total of 1995 Valuations	$2,109,140.00

(Property and Improvements)

Four and five Tenth Percent of

1995 District Valuation	$ 94,911.30

Total Estimated Project Cost (100.000%)	$1,773,733.00

Improvement District Share(5.351t)	$ 94,911.30

City‑at‑Large Share(94.649t)	$1,678,821.70

Final apportionment of costs between the Improvement District and City‑At‑Large will be based on the actual Total Project Cost apportioned as per the Method of Assessment section of this report.

MAP: Attached is the map showing the proposed storm sewer improvement for TC‑4C. The map shows the assessed areas, the proposed storm pipe, and the location of the storm sewer lines.

SUMMARY: This feasibility report has been prepared by the Engineering Staff of the Public Works Department at the direction of the Public Works Committee and represents the best information available to the City Engineer. Decisions or further recommendations based on this report or on any other criteria or information available should be made after due deliberation by the Public Works Committee and/or the Governing Body.

__________________________

MICHAEL C. HALE, P.E.

Special Projects Engineer

Attachment

October 15, 1995

OWNERSHIP AND ASSESSMENT TABLE

TC‑4C

HEMLOCK ST. TO POSTER ST.:

79TH TO 77TH STREET

(Project Number)

CITY OF OVERLAND PARK

JOHNSON COUNTY, KANSAS

TRACT	OWNER	PROPERTY	RESIDENCE	Total Val. ASSESSMENT

NO.	ADDRESS	ADDRESS	1995

1	Kelley R. Bird	7730 Hemlock	7730 Hemlock	59,400	$2,673.00

2	Paul F. Bishoff	7725 Hemlock	7725 Hemlock	66,600	$2,997.00

3	Terry L. Cook	7733 Hemlock	7733 Hemlock	95,200	$4,284.00

Debbie Cook

4	Harlan F. Edmonds	8140 W. 78th	8140 W. 78th	74,600	$3,357.00

Joan A. Edmonds

5	Gertrude F. Coogan	8136 W. 78th	8136 W. 78th	75,700	$3,406.50

Mary M. Hoffman

6	Joe M. Zuck	8134 W. 78th	6734 Riley	50,700	$2,281.50

Co‑Trustee	OPKS 66204

Ruth H. Zuck Co‑Trustee

7	Adrian R. Arvesen	8112 W. 78th	8112 W. 78th	60,500	$2,722.50

Ruth L. Arvesen

8	Duane S. Bayless	7734 Hardy	7734 Hardy	72,000	$3,240.00

Dawn M. Bayless

9	Robert J. Rodak	7740 Hardy	1119 Market St.	46,000	$2,070.00

Emporia, KS

66801

10	Peter Macewen	8018 W. 78th	8018 W. 78th	66,600	$2,997.00

Janet Macewen

11	Hubert M. Askew	8000 W. 78th	8000 W. 78th	72,000	$3,240‑00

Bobbie J. Askew

12	Wesley L. Larsen	7916 W. 78th	7916 W. 78th	59,500	$2,677.50

13	Ronald E. Linde	7900 W. 78th	7900 W. 78th	58,200	$2,619‑00

Helen L. Linde

14	John D. Waliczek	7729 Lowell	523 Ohio	58,600	$2,637.00

Mary H. Waliczek	Kansas City, KS

66101

TRACT	OWNER	PROPERTY	RESIDENCE	Total Val. ASSESSMENT

NO.	ADDRESS	ADDRESS	1995

15 Robert L. Merritt	7732 Robinson	7732 Robinson	67,500	$3,037.00

Frances B. Merritt

16	Michael J. Poterbin	7733 Robinson	7733 Robinson	67,800	$3,051.00

Dee A. Poterbin

17 Bradford C. Gilchrist	7732 Newton	7732 Newton	52,900	$2,380.50

Amy M. Gilchrist

18	Mary A. Barrows	7733 Newton	7733 Newton	49,200	$2,214.00

Raymond A. Anderson

19	Sharon A. Levitan	7732 Conser	11009 Delmar	55,100	$2,479.50

Leawood KS

66211

20	Kirk Davis	7733 Conser	7733 Conser	59,500	$2,677.50

Joy Rawson

21	Michael L. Kresin	7732 Foster	7732 Foster	51,600	$2,322.00

22	Basil A. Burwell	7806 Foster	12700 Holmes	220,200	$9,909.00

Eva M. Burwell	KCMO	64145

23	Helen Fleming	7801 Conser	7801 Conser	66,800	$3,006.00

Living Trust

24	Cynthia H. Meeker	7800 Conser	7800 Conser	74,600	$3,357.00

Trustee

25 Kenneth J. Ring	7804 Conser	PO Box 4769	65,500	$2,947.50

OPKS	66204

26	Leon Jacobs	Vacant Lot	6315 Brookside	84,810	$3,816.45

Margaret A. Jacobs	Plaza, KCMO

64113

27	Merle L. Phillips	7800 Newton	13227 W. 61	80,700	$3,631.50

Trustee	SM,KS 66216

Paula Phillips

28	Larry W. Medley Sr.	7801 Robinson	7801 Robinson	84,300	$3,793.50

Sherry L. Medley

29	Larry I. Ganoung	7800 Robinson	2701 Sayre Lane	58,900	$2,650.50

Bonnie L. Ganoung	Rogers, AR 72758

30	John J. Krekovich	7801 Lowell	7801 Lowell	54,130	$2,435.85

Sylvia J. Krekovich

__________	__________

Total	$2,109,140	$94,911

Smaple Feasibility Report

Mary Lou McCann

1999-11-02

Joe Archer

City of Overland Park