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HomeMy WebLinkAbout2019A— Q NW CORNER, SECTIO 27 (1" STEEL SURVEY MARK NAIL FOUND O �I 00 o 661. i O 00 O N O moo o o U) LOCK 111 II Q 8 LOVE K MOSHMELL o pmlt[E's Alom70Wm U.P. L U.P. T H VR-o STREET III rn OVERHEAD WIRES N89°43'34"W 495.11, Fz9 (I FIRE HYDRANT BUILDING I�U P. O III Lu BUILDING w �b TELEPHONE OE U.P. Q uj 7 ��I� PEDESTAL O Q Q co 7 BLOCK 11211 J� — U.P. a U H IN E L L p CIE ' s / 10 13 �r a N BUILDING p LIJ M hJ COMMUNIC{\TIONS TOW R O O Cb(litr-!AtA-d [tC _ —1 � r _ z - �i u u u u u u u wO SEE NOTE "E" p x REGARDING = O THIS PORTION OF FENCING coS89°54'41 "E co 28.00' o x o (R WEST) N o w Lo �I O p x Q (R EAST) o rn I 2 V NORTH LINE OF THE NW4 OF SECTION 27 N89058'55"E 2629.44' _�� Li W w� O cn W } z cn o J 0 F- 0 W C/) C/) F-- w C/)Q �z W Q - = W p mcl� O W O �T I--z O 1� J 0 U Li U Z N W W' Z Z w W O� W UO � U U W X zo- O a0 w C)f m Z U BUILDING SECTION 27LOCATION SKETCH GARAGE �ORNER 1" = 600' TELEPHON EDESTAL APPROXIMATELY 0.13' NORTH OFHT-OF-WAY 2.38" OUTSIDE DIAMETER IRON (R WEST 785.7') PIPE FOUND 0.40' N69'40'09"W GARAGE FROM COMPUTED CORNER N89054'24"W 791.09' X 131.72'7Lo VERHE OLn 659.37' SIECOND STREET c\j OC p - ------------ 0 0 o N o co — = — N89°54'24"W - 2.83 — BUILDING o z � 0 y y z — FIRE HYDRANT, — 659.58' \ OVERHEAD WIRES U.P. FIRE HYDRANT, x X X _ P O 656.75' MONUM TEIME—�TUUNE dr LOT 1 OF ARLO JOHNSON 7' DIAMETER CONCRETE ADDITION. SEE NOTE "A". STRUCTURE WITH MANHOLE. APPARENT STORM WATER BUILDING'' STRUCTURE THIS PROPERTY CONTAINS: 844,438 SQUARE FEET (19.386 ACRES) INCLUDING RIGHT-OF-WAY OF SECOND STREET 800,913 SQUARE FEET (18.386 ACRES) EXCLUDING RIGHT-OF-WAY OF SECOND STREET NOTE: THIS SHEET IS INTENDED TO SHOW _DINGS THE BOUNDARIES OF THE PROPERTY AS WELL AS OTHER INFORMATION GATHERED DURING THE COURSE OF COMPLETING THE FIELD WORK. .P. N 4 CORNER, SECTION 27 (1" STEEL SURVEY MARK NAIL FOUND) w z O 0 U) S %4 CORNER, SECTION 27 (0.75" IRON REBAR FOUND) T 2 cc cc: CD QNLO JbHN000O Nli lQDDO�DOo �] � N89°50'18"W 2.94' (R N89.47WLq ) 5ISLAND SOLUTIONS 1428134TH AVENUE NEW RICHMOND, WI 54017 PH. 715-246-7529 A. L.T.A. / N.S. P.S. SURVEY LOCATED IN THE NW%4 OF THE NW%4 AND THE SW%4 OF THE NW%4 OF SECTION 27, T29N, R17W, VILLAGE OF HAMMOND, ST. CROIX COUNTY WISCONSIN; INCLUDING PARTS OF ALL OF BLOCK 2 AN D PART OF BLOCK 3 OF BUSH NELL & PACE'S ADDITION. SURVEYED FOR: HANSON BROS. XII, LLC. 1418 70TH AVENUE ROBERTS, WI 54023 LEGEND: INDICATES SECTION CORNER MONUMENT. (AS NOTED) % 1" STEEL SURVEY MARK NAIL FOUND. s 1" OUTSIDE DIAMETER IRON PIPE FOUND. 2.38" OUTSIDE DIAMETER IRON PIPE FOUND. ® 1.38" OUTSIDE DIAMETER IRON PIPE FOUND. :1" COPPER SURVEY MARK NAIL FOUND. OU.P. UTILITY POLE. (R) PREVIOUSLY RECORDED INFORMATION. OVERHEAD WIRES \ ALONG EAST LINE o A CD c i CDc'- o z TELEPHONE AND Z � CABLE PEDESTALS x LJ '� LL ON Z / \ � OU) a T 7�E SEE NOTE "F" REGARDING LLI U SCALE IN FEET 0' 6 0' 12 0' 1" = 60' THIS PORTION H LU DRAWN BY: JWG OF FENCING LL LL o N p 0 U ILL O Lu e o Ln M CD N89054'41 "W 203.00' )(SEE NOTE BUILDING AND ABOVE "D" REGARDING GROUND TANK THIS PORTION OF OVERHEAD WIRES110 PROPERTY w ALONG SOUTH LINE III 00 w z : z ;w w �� 4 ' CHECKED BY. DATE: P EC.17, 2019 DWG FILE: 100-623 REF FILE: JOB NUMBER: 100-623 REVISION DESC. STAFF DATE QI o Q O �I z S89°54'41 "E 597.71' _ S89°43'23"E 685.66' u.P. O (R S89'41'55"E 630.71) SURVEY MARKER FOUND DIRECTLY R N89°30'37"W 685.71) Lu UNDER CHAIN LINK FENCE z 10 w W'/4 CORNER, SECTION 27 S89°47'44"E 5269.05' I (ALUMINUM CAP FOUND) EAST - WEST %SECTION LINE E 4 CORNER, SECTION 27 1 (1" STEEL SURVEY MARK NAIL FOUND) \ 1 A.L.T.A. / N.S.P.S SURVEY SHEET NO. 1 OF3 Qe 0 O oo 0, n 2 �I oo z II S89054'41 "E WARRANTY DEED VOL. 177, PG. 310 BUILDING WARRANTY DEEDVOL. 177, PG. 310 C'� BUILDING ,Z--/ u u u L= = u PC cM .00 UNPLA77DD LANDS X WARRANTY DEED, IN Lo o �I VOL. 982, PG. ,199 ------------------- -- ------------ N BUILDING QUIT CLAW DEED IN VOL. 1143, PG. 486 w �I DESCRIBED IN VOL. 278, PG. 240 a x � Q - " SEE NOTE "G" REGARDING DESCRIPTION L� CLOSURE AND WHICH "40'S" ARE CALLED FOR IN THE DESCRIPTION. 0 L "� MAID D R A�]D� 0 151 661 QI �II 61,61 DOCK IV Q n I a ---------------------------- o � " I NOTE: THIS SHEET IS INTENDED TO SHOW THE 0' WARRANTY DEED IN o w� LOCATION OF THE EXISTING RECORDED moo DOC. No. 829691 0 EASEMENTS, AND DOCUMENTS OF RECORD USED VAR I BLE x o �z FOR THIS SURVEY. THE LOCATION OF THE WI TH o `►2 DOCUMENTS NOTED ARE SHOWN N THEIR S8 j j GENERAL LOCATION AS DESCRIBED ON THE Q' 43001E o I G� LAND (/ S SOLUTIONS 1428134TH AVENUE NEW RICHMOND, WI 54017 PH. 715-246-7529 A. L.T.A. / N.S. P.S. SURVEY LOCATED IN THE NW%4 OF THE NW%4 AND THE SW%, OF THE NW%, OF SECTION 27, T29N, R17W, VILLAGE OF HAMMOND, ST. CROIX COUNTY WISCONSIN; INCLUDING PARTS OF ALL OF BLOCK 2 AND PART OF BLOCK 3 OF BUSH NELL & PACE'S ADDITION. PROJECT: HANSON BROS. XII, LLC. 1418 70TH AVENUE RO B E RTS, WI 54023 LEGEND: INDICATES SECTION CORNER MONUMENT. (AS NOTED) ® 1" STEEL SURVEY MARK NAIL FOUND. ! 1" OUTSIDE DIAMETER IRON PIPE FOUND. _ © 2.38" OUTSIDE DIAMETER IRON PIPE FOUND. P ® 1.38" OUTSIDE DIAMETER IRON PIPE FOUND. _ 1" COPPER SURVEY MARK NAIL FOUND. OU.P. UTILITY POLE (R) PREVIOUSLY RECORDED INFORMATION. 1 2 A N L 0 JI10HNO0IN laDDO�DOo �] — _ III i N89°50'18"W \ 2.94' \ Lq X DEED. THERE ARE ADDITIONAL UTIMTIEC N_ SHOWN HEREON THAT WERE OBSERVED DURING 33' UNF ATT D LAV�D� THE FIELD WORK. NO EASEMENTS OR OTHER OVERHEAD WIRES \ DOCUMENTS WERE SUPPLIED CORRESPONDING ALONG EAST LINE \ WARRANTY DEED IN o VOL.2699, c TO THESE U TI O TI ES. �OGo�O-- PG. 326 wx - -------------- URPLATUC D LAKW 0T0FIE7 - " I I O M QUIT CLAW DEED IN o O C TELEPHONE AND O VOL. 1875, PG. 470 0 CABLE PEDESTALS x Z DESCRIBED IN VOL. 316L, PG. 578 SCALE IN FEET 0' 60 12 0' 1" = 60' Q' 0 Q �I � L - O o w m ce) O o CDQ co UNPLA77DD- L DD o - - - - o x o U) STORM SEWER�EASEMENT DESCRIBED IN N89054'41"W 203.00' DOCUMENT NUMBER 984060 VOL.426, PG. 309 RIGHT—OF—WAY EASEMENT DESCRIBED IN DOCUMENT NUMBER 285796 ACCESS EASEMENT TO SCHOOL BUILDING AND ABOVE GROUND TANK N VOL, 1041, PG. 521 OVERHEAD WIRES ALONG SOUTH LINE DEED RESTRICTION DOC. NO. 747022 W L _ I Ui S89054'41 "E 597.71' co� � LU p O Lu ---7! 3: Z U) w Q Ji DESCRIBED IN VOL. 1049, PG. 214 S89043'23"E 685.66' u.P. �� �', \� 4 2 DRAWN BY: ) WG CHECKED BY: DATE: D EC.17, 2019 DWG FILE: 100-623 REF FILE: JOB NUMBER: 100-623 REVISION DESC. STAFF DATE UNFLAT7EDD LAKDD ---DEED - - MNpLAMC D LLQNDO NOT SUPPLIED DEED NOT SUPPLIED a � 10 � 1 A.L.T.A. / N.S.P.S SURVEY SHEET NO. 20FS DESCRIPTION (SUPPLIED BY TITLE COMPANY) Lot 1 through Lot 8, Block 2, Bushnell & Pace's Addition in the Village of Hammond; AND, Lots 1 through 4, Block 3, Bushnell & Pace's Addition to the Village of Hammond; AND, All of that portion of Main Street lying South of Third Street as vacated by Resolution to Vacate and Discontinue Portion of Street filed October 9, 1985, as Doc. No. 405973; AND, A parcel of land located in the SW'/4 of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond, described as follows: Beginning 24 feet South and 95 feet East of the Southwest corner of Block 2, Bushnell & Pace's Addition to the Village of Hammond; thence Southeasterly to a point 51 feet South and 132 feet East of said Southwest corner of Block 2; thence South parallel with Davis Street, 124.5 feet; thence East parallel with the South line of Block 2, Bushnell & Pace's Addition to the Village of Hammond, 71 feet; thence North 124.5 feet; thence West 48 feet; thence North 27 feet; thence West 60 feet to the place of beginning (as described in Vol. 427/P141); AND, A parcel of land located in the SW'/4 of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond, described as follows: Beginning at a point 175.5 feet South and 175 feet East of the Southwest corner of Block 2 of Bushnell & Pace's Addition to the Village of Hammond; thence East 28 feet; thence South 240 feet; thence West 28 feet; thence North 240 feet to the point of beginning (as described in Vol. 500/P412); AND, A parcel of land lying in the SW'/4 of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond and bounded by a line described as follows: Commencing at the West One Quarter corner of said Section 27; thence N00°09'31 "E, along the West line of said section, 699.71 feet; thence S89041'55"E, 630.71 feet to the point of beginning; thence, continuing S89041'55"E, 685.70 feet to the East line of said SW'/4 of the NW'/; thence S00006'36"W, 2.25 feet; thence N89°30'37"W, 685.71 feet to the point of beginning (as described in Vol. 1049/P214); AND, A parcel of land located in the SW'/4 of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond described as follows: Beginning at a point 24 feet South and 155 feet East of the Southwest corner of Block 2 of Bushnell & Pace's Addition to the Village of Hammond; thence East parallel with the South line of said Block 2 for a distance of 48 feet; thence South parallel with the centerline of Davis Street for a distance of 27 feet; thence West for a distance of 48 feet; thence North for a distance of 27 feet to the point of beginning (as described in Vol. 316/P578); AND, A parcel of land located in the SW'/4 of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond described as follows: Beginning on the East line of Davis Street of the Village of Hammond, 634.5 feet South of the Southwest corner of Block 2 of Bushnell & Pace's Addition to the Village of Hammond; thence East parallel to the South line of said Block 2 for a distance of 1281.5 feet; thence North along the East line of the above mentioned SW'/4 of the NW'/4 for a distance of 610 feet; thence West along the North line of said SW'/4 of the NW'/4 for a distance of 785.7 feet; thence South parallel with the centerline of Davis Street, 562.7 feet; thence West parallel with the South line of said Block 2 for a distance of 496 feet; thence South 49.5 feet to the point of beginning (as described in Vol. 316/P578); AND, A parcel of land located in the SW'/4 of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond described as follows: Beginning at a point 175.5 feet South and 132 feet East of the Southwest corner of Block 2 of Bushnell & Pace's Addition to the Village of Hammond; thence East 43 feet; thence South 120 feet; thence West 43 feet; thence North 120 feet to the point of beginning (as described in Vol. 732/P382); AND, A parcel of land located in the SW'/4 of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond described as follows: Beginning at the Southwest corner of Block 2 of Bushnell & Pace's Addition to the Village of Hammond; thence East along the South line of said Block 2 for a distance of 203 feet; thence South parallel to Davis Street 24 feet; thence West parallel to the South line of said Block 2, for a distance of 203 feet; thence North along the East line of Davis Street 24 feet to the point of beginning (as described in Vol. 278/P240); AND, All lands located in the SW'/ of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond, lying within the boundaries of the following described parcel of land, to -wit: Beginning at the Southeast corner of Lot 4, Block 3 of Bushnell & Pace's Addition to the Village of Hammond; thence South parallel to the centerline of Davis Street, 585 feet; thence West parallel to the South line of Blocks 2 and 3 of said Addition, 496 feet; thence North along the East line of Davis Street, 49.5 feet; thence East parallel to said Blocks 2 and 3 for a distance of 203 feet; thence North parallel to Davis Street, 585 feet to the South line of said Block 2; thence East along the South line of said Blocks 2 and 3 of Bushnell & Pace's Addition to the Village of Hammond, 293 feet to the point of beginning (as described in Vol. 278/P240). THE PARCELS ABOVE ALSO DESCRIBED AS FOLLOWS: A parcel of land located in part of the NW'/4 of the NW'/4 and part of the SW'/4 of the NW'/4 of Section 27, Township 29 North, Range 17 West, Village of Hammond, St. Croix County, Wisconsin, including Block 2, Lots 1, 2, 3 and 4 of Block 3, and part of vacated Main Street of the Plat of Bushnell and Pace's Addition, further described as follows: Commencing at the NW corner of said Section 27; thence S00°03'15"E, along the West line of the NW'/4 of said section, 1286.05 feet; thence S89054'41"E, 33.00 feet to the point of beginning; thence S00003'15"E, along the West line of that Warranty Deed recorded in Vol. 278, pg. 240, as Doc. No. 207601 at the St. Croix County Register of Deeds office, being 33 feet distant Easterly from and parallel with said West line of the NW'/4, 24.00 feet; thence S89°54'41 "E, along the North line of that Warranty Deed recorded in Vol. 982, pg. 199, as Doc. No. 491852 at said office, 95.00 feet; thence S53050'30"E, along the Northeasterly line of last said Warranty Deed, 45.86 feet; thence S00°03'15"E, along the East line of last said Warranty Deed and the East line of that Warranty Deed recorded as Doc. No. 829691 at said office, 244.50 feet to the North line of that Warranty Deed recorded in Vol. 2699, pg. 326, as Doc. No. 780435 at said office; thence S89054'41"E, along last said North line, 43.00 feet; thence S00003'15"E, along the East line of last said Warranty Deed and the East line of that Quit Claim Deed recorded in Vol. 1875, pg. 470, as Doc. No. 676802 at said office, 120.00 feet; thence S89°54'41 "E, along the South line of that Warranty Deed recorded in Vol. 500, pg. 412, as Doc. No. 317347 at said office, 28.00 feet to the West line of said Warranty Deed recorded in Vol. 278, pg. 240, as Doc. No. 207601; thence S00°03'15"E, along last said West line, 120.00 feet; thence N89054'41"W, along the North line of last said Warranty Deed, 203.00 feet; thence S00003'15"E, along the West line of last said Warranty Deed and the West line of that Warranty Deed recorded in Vol. 316, pg. 578, as Doc. No. 246455 at said office, being 33 feet distant and Easterly from and parallel with said West line of the NW'/4, 99.00 feet; thence S89054'41 "E, along the South line of said Warranty Deed recorded in Vol. 316, pg. 578, as Doc. No. 246455, 597.71 feet; thence S89°43'23"E, along the South line of that Quit Claim Deed recorded in Vol. 1049, pg. 214, as Doc. No. 509072 at said office, 685.66 feet to the East line of the SW'/4 of the NW'/4 of said section; thence N00°06'11 "W, along last said East line, 612.57 feet; thence N89°54'24"W, along the North line of the SW'/4 of the NW'/4 of said section, 791.09 feet to the East line of said Warranty recorded in Vol. 278, pg. 240, as Doc. No. 207601; thence N00003'15"W, along last said East line, being parallel with said West line of the NW'/, 20.52 feet to the Southeast corner of Lot 4, Block 3 of said plat of Bushnell and Pace's Addition; thence N00°05'32"E, along the West line of Lots 5, 6, 7 and 8 of said Block 3, 264.00 feet to the Northeast corner of Lot 1, Block 3 of said plat, being the South line of Third Street; thence N89°43'34"W, along last said South line, 495.11 feet to the Northwest corner of Block 2 of said plat; thence S00°07'54"W, along the East line of Davis Street, 262.00 feet; thence S89054'41"E, 3.52 feet to the point of beginning. SURVEYOR'S CERTIFICATION: TO: HANSON BROS. XII, LLC. FIRST AMERICAN TITLE AND ST. CROIX COUNTY ABSTRACT AND TITLE, INC. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR A.L.T.A. / N.S.P.S. LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY A.L.T.A. AND N.S.P.S., AND INCLUDES ITEMS 1, 4 AND 20 OF TABLE "A" THEREOF. THE FIELD WORK WAS COMPLETED ON DECEMBER 12 & 13, 2019. I, JOSEPH W. GRANBERG, PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT BY THE DIRECTION OF HANSON BROS. XII, LLC., I HAVE SURVEYED, MAPPED AND DESCRIBED THE LANDS SHOWN HEREON IN ACCORDANCE WITH OFFICIAL RECORDS, CHAPTER A-E7 OF THE WISCONSIN STATUTES AND THE STANDARDS SET FORTH IN THE A.L.T.A. / N.S.P.S. MINIMUM STANDARDS FOR A.L.T.A. SURVEYS AND THAT THIS MAP AND DESCRIPTION ARE A TRUE AND CORRECT REPRESENTATION TO SCALE OF THAT SURVEY. JOSEPH W. GRANBERG PROFESSIONAL LAND SURVEYOR S-2295-008 GRANBERG & SONNENTAG LAND SOLUTIONS, LLC. 1428 134TH AVENUE NEW RICHMOND, WI 54017 DATE NOTES: O THE PLAT OF ARLO JOHNSON ADDITION WAS COMPLETED IN 1973. ST. CROIX COUNTY WAS DEEDED PROPERTY DESCRIBED IN VOLUME 316, PAGE 578 ON DECEMBER 2ND, 1955. THERE ARE NO INDICATIONS ON THE PLAT OF ARLO JOHNSON ADDITION THAT THERE WAS A SECTION SUBDIVISION COMPLETED TO ESTABLISH THE WEST LINE OF THE PLAT. BEING THAT THE COUNTY HAD BEEN DEEDED PROPERTY UP TO THE EAST LINE OF THE SW%4 OF THE NW%4 AND THAT THERE ARE LAWS IN PLACE TO PREVENT CLAIMS OF ADVERSE POSSESSION AGAINST A GOVERNMENT ENTITY, IT WOULD BE DIFFICULT FOR THE OWNERS OF LOT 1 OF ARLO JOHNSON ADDITION TO CLAIM OWNERSHIP OF THE SHADED AREA INDICATED ON SHEET 1. THE AREA SHOWN ON THE MAP IS SHADED FOR THE PURPOSES OF SHOWING THE AREA OF CONFLICTING DEEDS. © THERE ARE OVERHEAD WIRES, UTILITY POLES, TELEPHONE PEDESTALS, T.V. CABLE BOXES AND A FIRE HYDRANT ON THIS PROPERTY. NO EASEMENTS WERE PROVIDED IN THE TITLE COMMITMENT FOR THESE UTILITIES. THE LOCATION OF THE ITEMS NOTED ARE SHOWN ON SHEET 1 OF 3. THERE MAY BE OTHER UTILITIES ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. SNOW DEPTH AT THE TIME OF THE FIELD WORK (DECEMBER 12TH & 13TH, 2019) MAY HAVE COVERED OTHER INDICATIONS OF UTILITIES ON THIS PROPERTY. © THE PARCEL TO THE SOUTH OF THE PAVED ENTRANCE, DESCRIBED IN VOLUME 982, PAGE 199, IS ALSO USING THE DRIVEWAY AREA TO ACCESS DAVIS STREET. IT IS NOT KNOWN IF THERE IS A RECORDED OR VERBAL EASEMENT FOR THE USE OF THIS DRIVEWAY. THIS NEIGHBORING PROPERTY ALSO ACCESSES DAVIS STREET FROM ANOTHER DRIVEWAY ENTRANCE FURTHER SOUTH. O THIS PORTION OF THE SUBJECT PROPERTY IS BEING USED AND HAS BEEN USED BY THE ST. CROIX CENTRAL SCHOOL DISTRICT AS PARKING AND ACCESS FOR THE BUS GARAGE. MOST OF THIS PORTION OF THE PROPERTY IS COVERED IN ASPHALT. O THE CHAIN LINK FENCE SHOWN ALONG THE WESTERN AND SOUTHWESTERN BOUNDARIES OF THE PROPERTY VARIES FROM 0.5' TO 2.0' INSIDE THE DEEDED LINES. O THE CHAIN LINK FENCE SHOWN ALONG THE EASTERN AND SOUTHEASTERN BOUNDARIES OF THE PROPERTY VARIES FROM 1.0' TO 3' INSIDE THE DEEDED LINES. © THE DESCRIPTION FOR THE SOUTHERLY PARCEL (VOLUME 278, PAGE 240) APPEARS TO HAVE A TYPO IN THE DESCRIPTION. THE DESCRIPTION DOES NOT CLOSE MATHEMATICALLY. THE FIRST CALL AFTER THE POINT OF BEGINNING IS SOUTH 585'. 1 BELIEVE THE CALL SHOULD ACTUALLY BE SOUTH 635'. ALSO, THE DESCRIPTIONS CALL OUT ONLY THE SW%4 OF THE NW%4 OF SECTION 27. BOTH THE SOUTHWEST CORNER OF BLOCK 2 AND THE SOUTHEAST CORNER OF LOT 4, BLOCK 3 ARE LOCATED WITHIN THE NW%4 OF THE NW%4 OF SECTION 27. THIS MAY NOT HAVE BEEN KNOWN BY THE DRAFTER OF THE DOCUMENTS AT THE TIME THE ORIGINAL DESCRIPTIONS WERE WRITTEN. I DON'T BELIEVE THERE WAS ANY INTENTION TO CREATE A GAP BETWEEN THE DESCRIPTIONS OR THE PROPERTIES INVOLVED. O IN DOCUMENT FILED IN VOLUME 278, PAGE 240 (O'MALLY TO ST. CROIX COUNTY) THERE IS MENTION OF RESERVING RIGHT-OF-WAY IN COMMON WITH THE SECOND PART (ST. CROIX COUNTY). IT IS UNCLEAR AS TO IF THIS RIGHT-OF-WAY WAS ONLY INTENDED TO BE USED BY O'MALLY AND THE COUNTY. IT IS ALSO UNCLEAR AS TO WHETHER THIS RIGHT-OF-WAY IS STILL VALID TODAY OR WHO WOULD HAVE USE OF THE RIGHT-OF-WAY. EASEMENTS AND RIGHTS -OF -WAY DOCUMENTS SUPPLIED BY TITLE COMPANY 1- VOLUME 278, PAGE 240 2- VOLUME 426, PAGE 509 3- VOLUME 677, PAGE 571 4- VOLUME 1021, PAGE 279 5- VOLUME 1041, PAGE 521 6- DOCUMENT 984059 (TEMPORARY CONSTRUCTION EASEMENT) 7- DOCUMENT 984060 (PERMANENT UTILITY EASEMENT) NOTE: ALL EASEMENTS MENTIONED ABOVE ARE SHOWN AND NOTED ON SHEET 2 NOTE: TITLE COMMITMENT USED FOR THIS SURVEY WAS ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY. POLICY NUMBER 19-S15658. DEEDS FOR ADJOINING LAND OWNER'S WERE NOT SUPPLIED FOR THIS SURVEY NOR WERE THEY OBTAINED BY GRANBERG & SONNENTAG LAND SOLUTIONS, LLC NOTE: NO GAPS OR OVERLAPS WERE FOUND IN THE DESCRIPTIONS FOR THIS PROPERTY OTHER THAN AS NOTED IN NOTE "A" ABOVE. HOWEVER, THERE IS ONE DEED, MENTIONED ABOVE, THAT APPARENTLY HAS A TYPO IN THE DESCRIPTION BECAUSE THE DESCRIPTION DOES NOT CLOSE MATHEMATICALLY. THE DESCRIPTION IS FOUND IN WARRANTY DEED IN VOLUME 278, PAGE 240. 1428134TH AVENUE NEW RICHMOND, WI 54017 PH. 715-246-7529 A. L.T.A. / N.S.P.S. SURVEY LOCATED IN THE NW%4 OF THE NW%4 AND THE SW%, OF THE NW%, OF SECTION 27, T29N, R17W, VILLAGE OF HAMMOND, ST. CROIX COUNTY WISCONSIN; INCLUDING PARTS OF ALL OF BLOCK 2 AND PART OF BLOCK 3 OF BUSH NELL & PACE'S ADDITION. PROJECT: HANSON BROS. XII, LLC. 1418 70TH AVENUE ROBERTS, WI 54023 LEGEND: DRAWN BY: )WC CHECKED BY: DATE: I DEC. 17, 2019 DWG FILE: 100-623 REF FILE: 1 JOB NUMBER: 100-623 1 1 REVISION DESC. I STAFF I DATE 1 A.L.T.A. / N.S.P.S SURVEY 715-246-7529 joe@gslandsolutions.com SHEET NO. 3OF3