<br />r~ - ~
<br />
<br />, r -:} h;;;-~~bj('ctions to this plat with respect to
<br />Ser~ 236.15,211>.16,23620 and 236.21(1) and (2),
<br />I W' Stats as 9 _,vided hy s. 236.12, Wis. Stats.
<br />
<br />~204
<br />
<br />
<br />S89'40'31'E 5216.90'
<br />, E-W 1/4 LINE
<br />-r/r- ~
<br />
<br />~" J. W.1/4 CORNER U/4 CORNER} ~_~
<br />;;; ':::- ~ SECTION .30-8-8 SECTION .30-8-8 A
<br />~ ~ I ~2N~ ~~~A~A~ITH 1-3/4 INCH 7RON PIPE
<br />\
<br />~ ~ ~EVENING STAR \ DRIVE
<br />~ ~ I NW CORNER Y.ND~BY OTHER~ \ 'DEDICATED TO TH'r~
<br />o l21SECTlON 31-8-8 ( . . . . \,-:,-
<br />o " 2-INCH PINCHED IRON PIPE S89 46 02 E: 633.22) ,\ r-.
<br />~ I 589020'20"E 633.69' \' \';)
<br />"~v SOUTH LINE W 1/2-SW 1/4-SW 1/4 \\-~
<br />r -86.26'-
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<br />r VOL. 505. PG. J55. ODC. IJ9J799 :i"
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<br />I STORM WATER MANAGEMENT EASEMENT '2""
<br />lb~
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<br />
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<br />1_~'1P:__ _ ~16.92' DRAINAGE EASEMENT
<br />
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<br />ENGINEER
<br />
<br />MAYO Corporation
<br />Deborah J. Hatfield
<br />600 Grond Canyon Drive
<br />Madison. WI 53719
<br />
<br />OWNER
<br />Harold W. Spahn
<br />RR 6
<br />Middleton. WI 53562
<br />
<br />N
<br />
<br />BASIS OF BEARINGS
<br />THE WEST UNE OF THE NW 1/4
<br />OF SECTION 31 IS ASSUMED TO
<br />BEAR NOO'21'13'E.
<br />
<br />{~~C
<br />
<br />Department
<br />
<br />~ ~ {>.SSOCl.4h
<br />e,O 1f (('0'
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<br />LAND SURVEYING & ENGINEERING
<br />DEFOREST, WI
<br />608-846-2523
<br />www.PaulsonAndAssoclates.net
<br />
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<br />AUTUMN POND
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<br />SCALE
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<br />
<br />SURVEYOR
<br />
<br />
<br />BEGINNING at the West Quarter Corner of Section 31;
<br />thence NOO'21'13"E, 1321.12 feet along the west line of the NW 1/4 of said Section 31 to the southwest corner of said Lot 1, CSM NO. 5995;
<br />thence S89'54'42"E, 363.00 feet along the south line Lot 1 to the southeast corner of said Lot 1, CSM No. 5995;
<br />thence NOO'05'18"E (recorded as N01'20'00''W), 85,03 feet along the east line of Lot 1 to the northeasterly corner of said Lot 1, CSM No. 5995;
<br />thence N49'14'53"W, 476.11 feet (recorded as N50'40'11 "w, 476.27 feet) along the northeasterly line of said Lot 1 to the west line
<br />of the NW 1/4 of Section 31;
<br />thence NOO'21'13"E. 938.78 feet along said west line of the NW 1/4 to the Northwest Corner of Section 31;
<br />thence S89'20'20"E, 633.69 feet (recorded as S89'46'02"E, 633.22 feet) along the south line of the West 1/2 of the SW 1/4 of
<br />the SW 1/4 of Section 30 to 0 found 1 3/4" iron pipe at the southeast corner of said West 1/2;
<br />thence NOO'IO'39"E~ 7327.34 feet (recorded as NOO'20'45~W, 1327.84 feet) along the west line of the East 1/2 of the SW 1/4 of
<br />the SW 1/4 of Section 31 to a found 1 1/2" iron pipe at the northwest corner of said East 1/2;
<br />thence S89'24'21"E, 622.22 feet (recorded as S89'56'56"E, 625.20 feet) along the north line of said East 1/2 of the SW 1/4 of
<br />the SW 1/4 to a found 1 1/2" iron pipe at the northeast corner of said East 1/2;
<br />thence SOO'17'23"E, 664.58 feet along the east line of said East 1/2 of the SW 1/4 of the SW 1/4 to the northwest corner of
<br />the South 1/2 of the SE 1/4 of the SW 1/4 of Section 30;
<br />thence S89'24'26"E, 1318.48 feet along the north line of said South 1/2 of the SE 1/4 of the SW 1/4 to the east line of the
<br />SW 1/4 of Section 30;
<br />thence SOO'22'39"E (recorded as SOO'14'47''W), 667.18 feet along said east line of the SW 1/4 to the South Quarter Corner of Section 30;
<br />thence SOO'11 '48"W, 2650.33 feet (recorded as SOO'49'38"W and SOO'25'18"E, 2650.60 feet) along the east line of the NW 1/4 of
<br />Section 31 to a found 2" iron pipe at the Center Quarter Carner of said Section 31;
<br />thence N89'24'12"W, 2593.54 feet (recorded as S89'59'17"W, 2593.91 feet) along the south line of
<br />the NW 1/4 to the POINT OF BEGINNING;
<br />Containing 8,495,000 square feet, 195,02 acres.
<br />Subject to Enchanted Valley Rood right-of-way.
<br />Subject to all easements of record.
<br />
<br />SUBDMDER
<br />
<br />Solell Development Corp.
<br />Joseph Kuhn
<br />435 Investment Court
<br />Verona. WI 53593
<br />
<br />Paulson & Associates, LLC
<br />Daniel A. Paulson
<br />529 W. Holum Street
<br />DeForest. WI 53532
<br />
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<br />SURVEYOR'S CERTlACATE
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<br />//' "DETAIL
<br />I ;!; \ NOT TO SCALE
<br />
<br />~ 5.76': / LANDS BY OTHERS
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<br />(-, I NORTH LINE E.I'Z - SW1/4 ~ SW 1/4 \ \
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<br />'" 1 6.433 ACRES '< - ""-, ~ 514 '-~9;rk:~~ (I) ~
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<br />N89'J5'15"E 19i>.40' \ '~-~, ( "18'44'06 SBI'OO's:n I:: I DO FURTHER CERTIFY that this survey is a correct representation of the exterior boundaries of land surveyed and
<br />\ g ~ \ " 75' D;WNAr/\fZ;~SMENT S N') the subdivision of it. and that I have fully complied with the provisions of Chapter 236 of the Wisconsin Statutes,
<br />\ ':\ -: \\ \ ) ", <J ~ Chapter 75 of the Dane County Land Division and Subdivision Regulations and the Town of Springfield Subdivision
<br />\ ~ . ~ ' X ';;" ';;!" Ordinance in surveying, dividing and mapping the same.
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<br />. ~ \ n / C(/ OUTLOT t'-<-\~, DANIEL A. PAULSON
<br />~. \ \ V)f' PRIVATELY OWNED \'ll- \ Registered Land Surveyor
<br />o - 'i\ "j ,"-' FOR OPEN SPACE. \', No. $-1699
<br />~ <0"\ <:> STORM WATER MANAGEMENT. \ ) Date: _____J:.~ -g}f,_______
<br />0, _ i;;h RECREATIONAL PATHS \ /
<br />(I) <:>'Y AND SIGNAGE \t
<br />c,~ 741.090 SO.FT. \
<br />~'" 17.013 ACRES : \
<br />
<br />STORM WATER MANAGEMENT EASEMENT{
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<br />
<br />I, Daniel A. Paulson. Registered Land Surveyor DO HEREBY CERTIFY that by the direction of Joseph Kuhn, representative of Solei! Development
<br />Corp., I have surveyed, monumented and mapped a part of the $E 1/4 of the SW 1/4 and the SW 1/4 of the SW 1/4 of Section 30 and the
<br />NE 1/4 of the NW 1/4, the SW 1/4 of the NW 1/4, the SE 1/4 of the NW 1/4 and a part of the NW 1/4 of the NW 1/4 of Section 31,
<br />Town 8 North. Range 8 East, Town of Springfield, Dane County, Wisconsin, described as follows:
<br />
<br />LEGEND
<br />~ DANE COUNTY ALUMINUM MONUMENT (FOUND) (UNLESS NOTED)
<br />. 1-1/2 INCH IRON PIPE (FOUND) (UNLESS NOTED)
<br />
<br />o
<br />
<br />1-1/4" x 30' IRON REBAR (SET). WEIGHING 4.30 LBS/LF.
<br />ALL OTHER LOT AND OUTLOT CORNERS MONUMENTED
<br />WITH 3/4" x 24" IRON REBAR WEIGHING 1.50 LBS/LF
<br />THE EXTERIOR MONUMENTS HAVE BEEN SET AND THE TOWN OF SPRINGFiELD HAS
<br />T[MPOPARILY WANED THE PlACING THE INTERIOR MONUMENTS PER 5.236. 15(1 )(H).
<br />
<br />( )
<br />
<br />"RECORDED AS" INFORMATION
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<br />- "40" LINES
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<br />SECTION 30-8-8
<br />ANGLE IRON MONUMENT
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<br />1.575 ACRES
<br />
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<br />
<br />25
<br />86.490 SO.FT.
<br />1.985 ACRES
<br />
<br />26
<br />80.690 SO.FT.
<br />1.852 ACRES
<br />
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<br />~ .351.0.3'
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<br />16
<br />68,800 SO.FT.
<br />1.579 ACRES
<br />
<br />10' PUBUC UTILITY &............\\
<br />DRAINAGE EASEMENT '\
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<br />67.390 SO.FT.
<br />1.547 ACRES
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<br />1.739 ACRES
<br />
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<br />411'
<br />"r: 39 .
<br />'09'12
<br />N71
<br />
<br />31
<br />296.160 SO.FT.
<br />
<br />
<br />19
<br />66.670 SO. FT.
<br />1.531 ACRES
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<br />--------
<br />
<br />OUTLOT 2
<br />PRIVATELY OWNED
<br />FOR OPEN SPACE,
<br />STORM WATER MANAGEMENT.
<br />AND SIGNAGE
<br />66,290 SO.FT.
<br />1.522 ACRES
<br />
<br />VISION CORNER
<br />(SEE DETAiL 'A' ON SHEET 4)
<br />
<br />40' ENTRANCE
<br />SIGN EASEMENT
<br />238.20'
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<br />NOO.05'18"E
<br />85.03'
<br />(N88'40'OO'E)
<br />589054'42"E' 363,00'- ~
<br />
<br />INCH IRON PIPE
<br />
<br />ViSION CORNER
<br />(SEE DETAIL 'A' ON SHEET 4)
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<br />VISION CORNER
<br />(SEE DETAiL 'A' ON SHEET 4)
<br />OUTLOT 4 T:~ ('
<br />PRIVATELY OWNED O<..j
<br />FOR OPEN SPACE.
<br />
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<br />~ ,710 SO.FT.
<br />r>{ 1.784 ACRES % I I
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<br />--- --- 115.69 ......-. ---$.98" I
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<br />4,090 ACRES
<br />
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<br />
<br />RECREATIONAL PATHS
<br />AND SIGNAGE
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<br />1.518 ACRES
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<br />51
<br />100,710 SO.FT,
<br />
<br />$79'0 '
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<br /><31.48'
<br />
<br />50
<br />82.850 SQ. FT.
<br />1.902 ACRES
<br />
<br />41
<br />65.930 SO.FT.
<br />1.514 ACRES
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<br />1.504 ACRES
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<br />S89'06'21"E 330.02'
<br />
<br />49
<br />68.080 SO.FT.
<br />1.563 ACRES
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<br />52
<br />78.840 SO.FT.
<br />1.810 ACRES
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<br />! r6' EXISTING ELECTRIC POLE LINE EASEMENT
<br />Y VOL. 505. PG, J55. ODC. I J9J799
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<br />
<br />ALL LOTS DRIVEWAY CULVERT SHALL BE ARCH-SHAPED WITH AN f8-INCH PIPE
<br /> EQUIVALENT DIAMETER MINIMUM UNLESS OTHERWiSE SPECIFIED BELOW:
<br />LOT 6 ARCH-SHAPED WITH AN 21-INCH PIPE EQUiVALENT DIAMETER MINIMUM.
<br />LOT 7 ARCH-SHAPED WITH AN 21-INCH PIPE EQUIVALENT DIAME1ER MINIMUM
<br /> (OFF AUTUMN PONO lANE).
<br />LOTS REINFORCED CONCRETE PIPE 36-INCH DIAMETER INSTALLED BY THE
<br /> DEVELOPER.
<br />LOT 9 ARCH-SHAPED WITH AN 24-fNCH PIPE EQUiVALE:NT DIAMETER MINIMUM.
<br />LOT 10 ARCH SHAPED WITH AN 24-INCH PIPE EQUiVALENT DIAMETER MINIMUM.
<br />LOT 11 ARCH-SHAPED WITH AN 24-INCH PfPE EQUlVAlENT DIAMETER MINIMUM.
<br />LOT 12 ARCH-SHAPED WITH AN 2f-INCH PIPE EQUIVALENT D1AMtTER MINIMUM.
<br />LOT 35 ARCH-SHAPED WITH AN l8-INCH PIPE EDUiVAlENT DIAMETER MINIMUM
<br /> (IF DRIVE IS OFF SOUTHEAST RIGHT-OF-WAY, ALONG C114) OR
<br /> ARCH-SHAPED WiTH AN 2t-INCH PIPE EQUIVALENT DIAMETER MINIMUM
<br /> (IF ORIVE IS OFF NORTHWEST RIGHT -OF -WAY, ALONG C92).
<br />LOT 39 ARCH-SHAPED WITH AN 21-INCH PIPE EQUIVALENT DIAMETER MINIMUM.
<br />LOT 48 ARCH-SHAPED WITH AN 2f-INCH PIPE EQUIVALENT DIAMETER MINIMUM.
<br />LOT 49 ARCH-SHAPED WI7H AN 21-iNCH PIPE EOUNALENT DIAMETER MfNIMUM.
<br />LOT 50 ARCH-SHAPED WITH AN 24-INCH PIPE" EQUIVALeNT DIAMETER MJNfMUM,
<br />LOT 51 ARCH-5HAPEO WITH AN 21-INCH PIPE EQUiVALENT DfAMEUR MiNIMUM.
<br />ALL LOTS SHALL HAVE APRON-END SeCTIONS ON EACH END.
<br />
<br />DETAIL
<br />NOT TO SCALE
<br />
<br />Ic.1/4 CORNER
<br />SECTION 31-8-8 ~
<br />2-INCH IRON PIPE c
<br />;;
<br />I 18.8' io \\ c
<br />! <:5! \ 'Xli!
<br />DOWN FENCE, i'" NO.6IREBAR ei<i,~
<br />\)()C'X__J( \ ::c::l
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<br />..................... r \
<br />
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<br />C.1/4 CORNER F
<br />SECTION 31-8-8 I.
<br />2-INCH IRON PIPE <Xj
<br />~ ".
<br />SOO'11'40"w 2667.83.--1- ~ -I~:
<br />~ h1tOI
<br />01.1
<br />S.I/4 CORNER ~.d --'I ~I
<br />'" (I) I
<br />SECTION 31-R-R_ t<:\ d
<br />~
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<br />~
<br />
<br />-----C9
<br />
<br />47
<br />67.560 SO.FT.
<br />1.551 ACRES
<br />
<br />CULVERT PIPE TABLE
<br />
<br />OUTLOT 4
<br />PRIVATELY OWNED
<br />FOR OPEN SPACE.
<br />STORM WATER MANAGEMENT,
<br />RECREATIONAL PATHS
<br />AND SIGNAGE
<br />1.376,570 SO,FT.
<br />31.602 ACRES
<br />
<br />(I) I
<br />151
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<br />SQUARE TOPPro ROD
<br />EUY.- f 192.88
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<br />W.1/ 4 CORNER
<br />SECTION 31-8-8
<br />2 INCH PINCHED IRON PIPE
<br />
<br />-.~:::::-.:--
<br />
<br />- -
<br />.._'-~~~~~~ -
<br />
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<br />
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<br />1-gL~.. -------------- 1--- (S;9'59'17"w 25~1?---:"_~~.". ...... <! .
<br />ENCHANTED OAKS ,______-l___
<br />-------1------ LOT 4 I --
<br />I ----- I
<br />ALL LOTS SHALL BE APPROVED BY THE DANE COUNTY ENVIRONMENTAL HEALTH DE(TMENT REGARDING THE
<br />SUITABILITY FOR THE INSTALLATION OF ON-SITE PRIVATE WASTEWATER TREATMENT STEMS PRIOR TO THE ISSUANCE
<br />OF BUILDING PERMITS.
<br />
<br />,
<br />'SPUTH LINE NW
<br />/
<br />/
<br />/
<br />/
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<br />/
<br />---------'"
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<br />
<br />11. THROUGH SECTION 823,08 OF WISCONSIN STATUTES. THE WISCONSIN LEGISLATURE HAS ADOPTED THE RIGHT TO
<br />FARM LAW. THIS STATUTE LIMITS THE REMEDIES OF THE OWNERS OF LATER ESTABLISHED RESIOENTIAL PP/)PERTV
<br />TO SEEK CHANGES TO PRE-EXISTING AGRICULTURAL PRACTICES IN THE VICINITY 'OF RESIDENTIAL PROPERTY, ACTIVE
<br />AGRICULTURAL OPERATIONS ARE NOW TAKING PLACE AND MAY CONTINUE TO TAKE PLACE ON LANDS IN THE VICINITY
<br />OF THIS PLAT. THESE ACTIVE AGRICULTURAL OPERATIONS MAY PRODUCE NOISE. ODOR, DuST, MACHINERY TRAFFIC,
<br />'OR OTHER C'ONDlTI'ONS DURINO DAYTIME OR I!VENINC HOURS.
<br />
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<br />
<br />NOTES
<br />
<br />LOT 6
<br />
<br />1. THIS INSTRUMENT SHALL BE CONSIDERED A DRAFT DEOCUTM5oNUTR' UONWLNESRSISIKT IS AFFIXED WITH THE SEAL AND
<br />SIGNATURE OF A REGISTERED LAND SURVEYOR, US A " .
<br />
<br />2. NO POLES. PEDESTALS OR CABLES ARE TO BE PLACED SUCH THAT T!;!EIR INSTALLATION WOULD DISTURB ANY
<br />SURVEY STAKE OR OBSTRUCT VISION ALONG ANY LOT OR STREIT L1N".
<br />
<br />3. OISTURBING SURVEY STAKES IS A ViOLATION OF SECTION 236.32 OF THE WISCONSIN STATE STATUTES.
<br />
<br />4. FUTURE LOT OWNERS SHALL NOT ALTER DRAINAGE PATTERNS OR DITCH LINES WITHOUT THE WRITTEN CONSENT OF
<br />THE TOWN OF SPRINGFIELD.
<br />
<br />5. ALL UTILITIES WITHIN THIS SUBDIVISION SHALL BE INSTALLED UNDERGROUND.
<br />
<br />6. N'O DIRECT VEHICULAR ACCESS TO ENCHANTED VALLEY ROAD FROM LOTS 30. 34 OR 35 OR OUTLOTS 1. 2 OR 4.
<br />
<br />7. REFER TO BUILDING INFORMATION CONTAINED IN THE DANE COUNTY SOIL SURVEY.
<br />
<br />NOTES. CONTINUED
<br />
<br />NOTES, CONTINUED
<br />
<br />LOT 7
<br />
<br />ALL LOTS WITHIN THIS PLAT ARE PRE-PLANNED WHICH MAY LIMIT THE LOCATION OWILDINGS, DRIVEWAYS AND
<br />DISTURBANCE AREAS. PRE -PLANNED LOT INFORMATION CAN BE FOUND IN THE DEiRATlON OF COVENANTS.
<br />RESTRICTIONS. CONDITIONS AND EASEMENTS FOR THE PLAT OF AUTUMN POND. TOw.JF SPRINGFIELD. DANE
<br />C'OUNTY, WISCONSIN. THE SIZE OF DRIVEWAY CULVERTS ARE SHOWN IN THE CULVB PIPE TABLE ON THIS SHEIT.
<br />
<br />10. VISION CORNER: NO STRUCTURES OF ANY TYPE SHALL BE PERMITTED WITHIN A VISIICORNER WHICH EXCEEDS A
<br />HEIGHT OF 2 1/2' ABOVE: THE ELEVATION OF THE INTERSECTION. EXCEPT FOR NECIARY HIGHWAY AND TRAFFIC
<br />SIGNS. APPROVED PUBLIC UTlLlnES AND OPEN FENCES THROUGH WHICH THERE IS IAR VISION. NOR SHALL ANY
<br />PLANT MATERIAL. EXCEPT GRASSES AND SIMILAR TURF, BE PERMITTED WHICH OBSCll; SAFE VISION OF THE
<br />APPROACHES TO THE INTERSECTION.
<br />
<br />9.
<br />
<br />DATED: 12-21-2007. DRAWN BY: J.LS.. APPROVE:D BY: O.A.P.. FlI F NO' 04-0RR
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