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HomeMy WebLinkAboutA001 - Council Action Form dated November 12, 2024ITEM #:32 DATE:11-12-24 DEPT:P&H SUBJECT:APPROVAL OF TWO PLAT OF SURVEYS FOR 6210 EAST LINCOLN WAY & SECTION: 09 TOWNSHIP: 83 RANGE: 23 SE NE ALONG 590TH AVENUE IN RURAL STORY COUNTY RESPECTIVELY COUNCIL ACTION FORM BACKGROUND: Property owners Randy Brekke and Dale & Bonnie Knutson are requesting approval of a Plat of Survey located at 6210 East Lincoln Way (Brekke) and 6196 East Lincoln Way (Knutson) (See Attachment A- Location Map). The Brekke property at 6210 East Lincoln Way is located within the Ames City limits. The Knutson property at 6196 East Lincoln Way is located in rural Story County. There are separate Plat of Surveys for each property, but they are considered together in one report because the property owners intend to exchange property upon approval of the Plat of Surveys. The applicants did not propose a boundary line adjustment because the properties would be bisected by the city limits and no annexation was desired for the exchange. The applicants propose creating three new parcels, a non-surveyed remainder area, plus a right-of-way tract for conveyance of the East Lincoln Way right-of-way inside the City of Ames (See Attachment B). Proposed Parcels K and H are being created inside the City and proposed Parcel J with its remainder area is outside of the City in rural Story County. Parcel J will not have frontage on a public street. All of the proposed parcels are used for agriculture and the two new parcels are proposed to be restricted to agricultural use with no development potential, including construction of a house. Normally, the creation of new parcels is classified as a Subdivision in Chapter 23 of the Ames Subdivision Code. However, the City Council can approve a Plat of Survey in lieu of a Subdivision within a rural area and within the City when there are no public improvements and a waiver of the process of a minor subdivision is approved as permitted by Chapter 23. The owners are requesting a waiver of the determination of a Subdivision and instead are requesting a Plat of Survey with a no-build restriction on all parcels until future platting process through a Subdivision would create additional buildable lots. The new parcel in Story County can be approved by Plat of Survey on its own with the no-build restriction. The owners have no plans to further subdivide this land at this time. The boundary line adjustment reflects a planned real estate transaction in property between parcels H and J which conveys ownership of the parcels to the appropriate property owner. The change in ownership is being done to correct a previous understanding of where the boundary between both properties exists in relation to a drainage channel that bisects each of their properties. Each owner thought they owned land on their side of the channel, when in fact that was not the case. The waiver request covers two areas of the Subdivision waiver standards. Section 23.103(1) allows City Council to waive the infrastructure installation standards in the Subdivision Ordinance when it can be shown that strict compliance with the requirements of the Regulations would result in extraordinary hardship to the Applicant or would prove inconsistent with the purpose of the Regulations because of unusual topography or other conditions. In this case the no-build restriction as a rural condition ensures that the new parcels remain unbuilt and agricultural in nature and that infrastructure 1 extension and other development standards are unnecessary to correct the property ownership situation. With the no-build and the agricultural nature of the surrounding area, no infrastructure installation is necessary in the foreseeable future. Additionally, since East Lincoln Way right-of-way is being dedicated to the City, the dedication will adequately address any future street improvements if needed. The City has already installed water and sewer along East Lincoln Way. Secondly, Section 23.103(2) allows Council to grant a waiver of the Minor Subdivision and accept a Plat of Survey when all substantive requirements and standards of the regulations are already me, and there is a clear and accurate description of the land. In this case the parcels are being clearly described and are being kept for agricultural use with no development activity. ALTERNATIVES: 1. Approve the request to waive Ames Municipal Code Chapter 23 Subdivision and Development Standards for the two properties and approve: a. Resolution approving a Plat of Survey for 6210 East Lincoln Way and acceptance of dedication of the Lincoln Way right-of-way b. Resolution approving a Plat of Survey for 09 Township: 83 Range: 23 SE NE along 590th Avenue 2. Deny the request for a Plat of Survey and associated waiver requests based on a finding that the proposal does not meet City Subdivision Standards of Chapter 23. 3. Defer action on the item and request more information from staff or the applicant. CITY MANAGER'S RECOMMENDED ACTION: The request for a Plat of Survey in lieu of a Minor Subdivision Final Plat at 6196 & 6210 East Lincoln Way and requested waiver of infrastructure improvements can be supported by staff to address the unique issues related to the drainage channel bisecting their properties. Although a rural division for property abutting the City is expected to annex, in this case approving a plat of survey for a sliver of land as a continuing agriculture use with a no build restriction can be found to not conflict with Ames Plan 2040 polices and correct a property ownership question. Additionally, right-of-way is being conveyed to the City according to City standards within the City of Ames. Therefore, it is the recommendation of the City Manager that City Council approve Alternative #1. ATTACHMENT(S): Attachment A- Location Map of Properties.pdf Attachment B- Plat of Survey- Brekke Attachment C-Applicable Standards.pdf Attachment B- Plat of Survey- Knutson 2 E LINCOLN WAY POTTER AVE 590TH AVE LINC OLN HIGHWAY Plat of Survey Properties Location´ Plat of Su rvey Properties (Shade d) Leg end AMES INCORPORATED LIMITS PARCELS STREET LABELS - ALL @ 50000FT Private ISU Road City Road County Secondary County Hwy State Hwy US Hwy US Interstate Hwy 3 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED G AJ D 07 - 0 1 - 2 0 2 4 20 0 ' 12 4 . 0 6 1 9 . 0 1 1 o f 2 124.0619.01 1 of 2 PT . N W 1 / 4 - N E 1 / 4 S E C T I O N 9 - 8 3 - 2 3 PL A T O F S U R V E Y ST O R Y C O U N T Y , I O W A 83 N - 2 3 W - 9 V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 6 1 9 . 0 1 \ C A D D \ P L O S _ 1 2 4 0 6 1 9 _ B R E K K E . d w g A U S T I N D A V E N P O R T , 2 2 X 3 4 E X H I B I T L , 2 0 2 4 / 1 1 / 0 5 , 7 : 0 6 A M , A N S I F U L L B L E E D B ( 1 7 . 0 0 X 1 1 . 0 0 I N C H E S ) AREA ABOVE RESERVED FOR RECORDER INDEX LEGEND SURVEYOR'S NAME / RETURN TO: ERIN D. GRIFFIN egriffin@snyder-associates.com SERVICE PROVIDED BY: SNYDER & ASSOCIATES, INC. SURVEY LOCATED: PT. NW1/4-NE1/4 SECTION 9-83-23 REQUESTED BY: RANDY BREKKE PLAT OF SURVEY LEGEND FEATURES FOUND SET Section Corner 1/2" Rebar, Yellow Plastic Cap #19710 (Unless Otherwise Noted) ROW Marker ROW Rail Control Point Bench Mark Platted Distance P Measured Bearing & Distance M Recorded As R Deed Distance D Calculated Distance C Minimum Protection Elevation MPE Centerline Section Line 1/4 Section Line 1/4 1/4 Section Line Easement Line DATE OF SURVEY 05/08/2024 OWNER RANDY BREKKE 6020 E LINCOLN WAY AMES, IA 50010 AREA SUMMARY PARCEL "H": 2.44 ACRES (106,230 SF) PARCEL "K": 33.77 ACRES (1,471,092 SF) TRACT "A": 0.64 ACRES (27,887 SF) BASIS OF BEARING THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 83 NORTH, RANGE 23 WEST OF THE 5TH P.M. IS ASSUMED TO BEAR NORTH 89°43'29" EAST. PARCEL "H" DESCRIPTION A PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 83 NORTH, RANGE 23 WEST OF THE 5TH P.M., CITY OF AMES, STORY COUNTY, IOWA DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE NORTH 07°20'18" WEST, 1,294.25 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF EAST LINCOLN WAY; THENCE NORTH 89°43'29" EAST ALONG SAID SOUTH RIGHT-OF-WAY LINE, 165.41 FEET TO THE EAST LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE SOUTH 00°00'16" WEST ALONG SAID EAST LINE, 1,284.44 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.44 ACRES (106,230 S.F.). PROPERTY SUBJECT TO ANY AND ALL EASEMENTS OF RECORD. SNYDER & ASSOCIATES, INC. 2727 S.W. SNYDER BLVD ANKENY, IOWA 50023 515-964-2020 Erin D. Griffin, PLS Date License Number 19710 My License Renewal Date is December 31, 2025 Pages or sheets covered by this seal: ERIN D. GRIFFIN 19710 AIOW LICENSEDPROFESSIONAL LANDSURVEYOR I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. Sheets 1 and 2, of 2 PARCEL "K" DESCRIPTION A PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 83 NORTH, RANGE 23 WEST OF THE 5TH P.M., CITY OF AMES, STORY COUNTY, IOWA DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE NORTH 00°08'25" EAST ALONG THE WEST LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, A DISTANCE OF 1,087.47 FEET TO THE SOUTHWEST CORNER OF PARCEL 'C' AS RECORDED BY CFN NUMBER 00015-171 OF THE STORY COUNTY RECORDER'S OFFICE; THENCE NORTH 89°43'03" EAST ALONG THE SOUTH LINE OF SAID PARCEL 'C', 281.77 FEET TO A SOUTHERLY CORNER OF SAID PARCEL 'C'; THENCE SOUTH 00°30'35" EAST CONTINUING ALONG SAID SOUTH LINE, 85.00 FEET TO A SOUTHERLY CORNER OF SAID PARCEL 'C'; THENCE NORTH 89°45'39" EAST CONTINUING ALONG SAID SOUTH LINE, 185.00 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 'C'; THENCE NORTH 00°15'39" WEST ALONG THE EAST LINE OF SAID PARCEL 'C', 279.00 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF EAST LINCOLN WAY; THENCE NORTH 89°43'29" EAST ALONG SAID SOUTH RIGHT-OF-WAY LINE, 679.56 FEET; THENCE SOUTH 07°20'18" EAST, 1,294.25 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE SOUTH 89°51'31" WEST ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, A DISTANCE OF 1,313.79 FEET TO THE POINT OF BEGINNING AND CONTAINING 33.77 ACRES (1,471,092 S.F.). PROPERTY SUBJECT TO ANY AND ALL EASEMENTS OF RECORD. TRACT "A" DESCRIPTION A PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 83 NORTH, RANGE 23 WEST OF THE 5TH P.M., CITY OF AMES, STORY COUNTY, IOWA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE SOUTH 00°00'16" WEST ALONG THE EAST LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, A DISTANCE OF 33.00 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF EAST LINCOLN WAY; THENCE SOUTH 89°43'29" WEST ALONG SAID SOUTH RIGHT-OF-WAY LINE, 844.97 FEET TO THE EAST LINE OF PARCEL 'C' AS RECORDED BY CFN NUMBER 00015-171 OF THE STORY COUNTY RECORDER'S OFFICE; THENCE NORTH 00°15'39" WEST ALONG SAID EAST LINE, 33.00 FEET TO THE NORTHEAST CORNER OF SAID PARCEL 'C' AND TO THE NORTH LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE NORTH 89°43'29" EAST ALONG SAID NORTH LINE, 845.13 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.64 ACRES (27,887 S.F.). PROPERTY SUBJECT TO ANY AND ALL EASEMENTS OF RECORD. SURVEYOR NOTE 1. TRACT "A" TO BE DEDICATED TO THE CITY OF AMES FOR ROADWAY PURPOSES. 2. PARCELS ARE UNBUILDABLE UNTIL FUTURE PLATTING OCCURS. 11/06/2024 4 L4 844.97' N89°43'29"E 845.13'465.55' N0 ° 0 7 ' 4 9 " W 1 3 2 0 . 5 0 ' N0 ° 0 8 ' 2 5 " E 13 1 4 . 3 9 ' N0 ° 0 8 ' 2 5 " E 1 3 1 4 . 3 9 ' N89°43'29"E 2621.37' 1310.68' N89°51'31"E 1313.73' PT. NW1 / 4 - N E 1 / 4 SECTIO N 9 - 8 3 - 2 3 PT. NE1 / 4 - N E 1 / 4 SECTIO N 9 - 8 3 - 2 3 SE1/4-N E 1 / 4 SECTIO N 9 - 8 3 - 2 3 SW1/4-N E 1 / 4 SECTIO N 9 - 8 3 - 2 3 PARCEL ' C ' (CFN 1 5 - 1 7 1 ) PARCEL ' A ' (CFN 1 0 - 1 9 5 ) PARCEL ' B ' (CFN 1 0 - 1 9 5 ) PARCEL ' B ' (CFN 1 3 - 1 7 3 ) NW1/4-N W 1 / 4 SEC. 10 - 8 3 - 2 3 SW1/4-S E 1 / 4 SECTIO N 4 - 8 3 - 2 3 SE1/4-S E 1 / 4 SECTIO N 4 - 8 3 - 2 3 SW1/4-S W 1 / 4 SECTIO N 3 - 8 3 - 2 3 SW1/4-N W 1 / 4 SEC. 10 - 8 3 - 2 3 N1/4 Corner Section 9-83-23 Found Mag Nail Point Of Beginning Tract "A" NE Corner, NW1/4-NE1/4 Section 9-83-23, Set Mag Nail NE Corner Section 9-83-23 Found Mag Nail SE Corner NE1/4-NE1/4 Section 9-83-23 Found 5/8" Rebar With Yellow Plastic Cap #17161Point Of Beginning Parcel "H" SE Corner NW1/4-NE1/4 Section 9-83-23 Point Of Beginning Parcel "K" SW Corner NW1/4-NE1/4 Section 9-83-23 106,230 SF 2.44 AC PARCEL "H" N7 ° 2 0 ' 1 8 " W 1 2 9 4 . 2 5 ' S0 ° 0 0 ' 1 6 " W 1 2 8 4 . 4 4 ' 33.00' Roadway Easement 50.00' Roadway Easement 50.00' Roadway Easement E LINCOLN WAY 59 0 T H A V E N U E 1,471,092 SF 33.77 AC PARCEL "K" 27,887 SF 0.64 AC TRACT "A" S89°51'31"W 1313.79' N0 ° 0 8 ' 2 5 " E 1 0 8 7 . 4 7 ' L1 L2 L3 S89°43'29"W 679.56' LINE TABLE LINE # L1 M L2 M L3 M L4 LENGTH (FT) 281.77 85.00 185.00 279.00 DIRECTION N89° 43' 03"E S00° 30' 35"E N89° 45' 39"E N00° 15' 39"W L1 R 281.81 S90° 00' 00"W L2 R 85.00 N00° 18' 57"W L3 R 185.00 N89° 59' 53"W N0°15'39"W 33.00'S0°00'16"W 33.00' L5 Set Mag Nail L5 165.41 N89° 43' 29"E Found 1/2" Rebar With Yellow Plastic Cap #2880 Found 1/2" Rebar Found 1/2" Rebar With Yellow Plastic Cap #6586 N0 ° 0 0 ' 1 6 " E 13 1 7 . 4 1 ' 100 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN SE Corner SW1/4-NE1/4 Section 9-83-23 Found 3/4" Gas Pipe W/ Orange Plastic Cap #21993 Center Section 9-83-23 Found 3/4" Rebar W/ Yellow Plastic Cap #8136 S89°50'55"W 1316.95' R N89°59'26"E 1316.91' M BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED G AJ D 07 - 0 1 - 2 0 2 4 20 0 ' 12 4 . 0 6 1 9 . 0 1 2 o f 2 124.0619.01 2 of 2 PT . N W 1 / 4 - N E 1 / 4 S E C T I O N 9 - 8 3 - 2 3 PL A T O F S U R V E Y ST O R Y C O U N T Y , I O W A 83 N - 2 3 W - 9 V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 6 1 9 . 0 1 \ C A D D \ P L O S _ 1 2 4 0 6 1 9 _ B R E K K E . d w g AU S T I N D A V E N P O R T , 22 X 3 4 E X H I B I T L , 20 2 4 / 1 1 / 0 5 , 7: 0 7 A M , AN S I F U L L B L E E D B ( 1 7 . 0 0 X 1 1 . 0 0 I N C H E S ) FEET 0 200 PLAT OF SURVEY 5 Applicable Standards 6 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED G AJ D 07 - 0 1 - 2 0 2 4 20 0 ' 12 4 . 0 6 1 9 . 0 1 1 o f 2 124.0619.01 1 of 2 PT . S E 1 / 4 - N E 1 / 4 S E C T I O N 9 - 8 3 - 2 3 PL A T O F S U R V E Y ST O R Y C O U N T Y , I O W A 83 N - 2 3 W - 9 V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 6 1 9 . 0 1 \ C A D D \ P L O S _ 1 2 4 0 6 1 9 _ K N U T S O N . d w g A U S T I N D A V E N P O R T , 2 2 X 3 4 E X H I B I T L , 2 0 2 4 / 1 1 / 0 5 , 1 0 : 4 0 A M , A N S I F U L L B L E E D B ( 1 7 . 0 0 X 1 1 . 0 0 I N C H E S ) AREA ABOVE RESERVED FOR RECORDER INDEX LEGEND SURVEYOR'S NAME / RETURN TO: ERIN D. GRIFFIN egriffin@snyder-associates.com SERVICE PROVIDED BY: SNYDER & ASSOCIATES, INC. SURVEY LOCATED: PT. SE1/4-NE1/4 SECTION 9-83-23 REQUESTED BY: DALE KNUTSON PLAT OF SURVEY LEGEND FEATURES FOUND SET Section Corner 1/2" Rebar, Yellow Plastic Cap #19710 (Unless Otherwise Noted) ROW Marker ROW Rail Control Point Bench Mark Platted Distance P Measured Bearing & Distance M Recorded As R Deed Distance D Calculated Distance C Minimum Protection Elevation MPE Centerline Section Line 1/4 Section Line 1/4 1/4 Section Line Easement Line DATE OF SURVEY 05/08/2024 OWNER KNUTSON, DALE & BONNIE REV TRUST 320 NE EAGLEWOOD DR ANKENY, IA 50021-4612 AREA SUMMARY PARCEL J: GROSS AREA: 2.75 ACRES (119,928 SF) REMAINDER PARCEL: GROSS AREA: 37.07 ACRES(1,614,880 SF) ROADWAY EASEMENT: 1.00 ACRES (43,573 SF) NET AREA: 36.07 ACRES (1,571,307 SF) BASIS OF BEARING THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 83 NORTH, RANGE 23 WEST OF THE 5TH P.M. IS ASSUMED TO BEAR SOUTH 89°59'26" WEST. SURVEYOR NOTE 1. PARCEL IS UNBUILDABLE UNTIL FUTURE PLATTING OCCURS. PARCEL J DESCRIPTION A PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 83 NORTH, RANGE 23 WEST OF THE 5TH P.M., STORY COUNTY, IOWA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE SOUTH 07°51'52" EAST, 1329.89 FEET TO THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE SOUTH 89°59'26" WEST ALONG SAID SOUTH LINE, 182.07 FEET TO THE SOUTHWEST CORNER OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9; THENCE NORTH 00°00'16" EAST ALONG THE WEST LINE OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, A DISTANCE OF 1317.41 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.75 ACRES (119,928 S.F.). PROPERTY SUBJECT TO ANY AND ALL EASEMENTS OF RECORD.SNYDER & ASSOCIATES, INC. 2727 S.W. SNYDER BLVD ANKENY, IOWA 50023 515-964-2020 Erin D. Griffin, PLS Date License Number 19710 My License Renewal Date is December 31, 2025 Pages or sheets covered by this seal: ERIN D. GRIFFIN 19710 AIOW LICENSEDPROFESSIONAL LANDSURVEYOR I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. Sheets 1 and 2, of 2 11/06/2024 7 S89°59'26"W 1316.87'S89°59'26"W 1316.91' N89°51'31"E 1313.79'N89°51'31"E 1313.73' N0 ° 0 8 ' 2 5 " E 1 3 1 4 . 3 9 ' PT. NW1 / 4 - N E 1 / 4 SECTIO N 9 - 8 3 - 2 3 PT. NE1 / 4 - N E 1 / 4 SECTIO N 9 - 8 3 - 2 3 SE1/4-N E 1 / 4 SECTIO N 9 - 8 3 - 2 3 SW1/4-N E 1 / 4 SECTIO N 9 - 8 3 - 2 3 SW1/4-N W 1 / 4 SEC. 10 - 8 3 - 2 3 NE Corner SE1/4-NE1/4 Section 9-83-23 Found 5/8" Rebar With Yellow Plastic Cap #17161 Point Of Beginning NW Corner SE1/4-NE1/4 Section 9-83-23 SW Corner NW1/4-NE1/4 Section 9-83-23 SW Corner SE1/4-NE1/4 Section 9-83-23 Found 3/4" Gas Pipe W/ Orange Plastic Cap #21993 Center Section 9-83-23 Found 3/4" Rebar W/ Yellow Plastic Cap #8136 119,928 SF 2.75 AC PARCEL J E1/4 Corner Section 9-83-23 Found 1/2" Square Iron Bar N0 ° 0 0 ' 1 6 " E 1 3 1 7 . 4 1 ' S7 ° 5 1 ' 5 2 " E 1 3 2 9 . 8 9 ' 59 0 T H A V E N U E NE1/4-S E 1 / 4 SECTIO N 9 - 8 3 - 2 3 NW1/4-S E 1 / 4 SECTIO N 9 - 8 3 - 2 3 L1 LINE TABLE LINE # L1 LENGTH (FT) 182.07 DIRECTION S89° 59' 26"W REMAINDER PARCEL: GROSS ACRES: 37.07 ACRES (1,614,880 SF) ROADWAY EASEMENT: 1.00 ACRES (43,573 SF) NET AREA: 36.07 ACRES (1,571,307 SF) 33.00' ROADWAY EASEMENT N89°43'29"E 1310.68'N89°43'29"E 1310.68' N0 ° 0 0 ' 1 6 " E 1 3 1 7 . 4 4 ' N0 ° 0 8 ' 2 5 " E 1 3 1 4 . 3 9 ' N1/4 Corner Section 9-83-23 Found Mag Nail NE Corner, NW1/4-NE1/4 Section 9-83-23, Set Mag Nail NE Corner Section 9-83-23 Found Mag NailE LINCOLN WAY BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED G AJ D 07 - 0 1 - 2 0 2 4 20 0 ' 12 4 . 0 6 1 9 . 0 1 2 o f 2 124.0619.01 2 of 2 PT . S E 1 / 4 - N E 1 / 4 S E C T I O N 9 - 8 3 - 2 3 PL A T O F S U R V E Y ST O R Y C O U N T Y , I O W A 83 N - 2 3 W - 9 V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 6 1 9 . 0 1 \ C A D D \ P L O S _ 1 2 4 0 6 1 9 _ K N U T S O N . d w g AU S T I N D A V E N P O R T , 22 X 3 4 E X H I B I T L , 20 2 4 / 1 1 / 0 5 , 10 : 4 0 A M , AN S I F U L L B L E E D B ( 1 7 . 0 0 X 1 1 . 0 0 I N C H E S ) FEET 0 200 PLAT OF SURVEY 8