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<br />IN 89045'00'W)
<br />N 89049'SO-W
<br />
<br />8S3. 86'
<br />
<br />~
<br />+
<br />
<br />FOUND DANE COUNTY ALUMINUM
<br />MONUMENT AT NORTHWEST COR.
<br />SECTION 29. TO,INSHIP 9 NDRTH.
<br />RANGE 11 EAST. TOWN OF BRISTOL.
<br />DANE COUNTY. WISCONSIN.
<br />
<br />LOT 1
<br />
<br />HIL TON
<br />
<br />ESTA TES
<br />
<br />VOL. 31.
<br />
<br />PG. 23
<br />
<br />LOT 7
<br />
<br />LOT 8
<br />
<br />LOT 6
<br />
<br />LOT 5
<br />
<br />LOT 4
<br />
<br />LOT 3
<br />
<br />LOT 2
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<br />
<br />2S0.69'
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<br />.~:65~..~~
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<br />".
<br />
<br />~
<br />
<br />
<br />FD. 1- IRON PIPE
<br />tlTNEC'ORfIJERCF
<br />C.S.X. NO. 2521
<br />
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<br />
<br />LOT 9
<br />65.964 Sq. Ft..
<br />
<br />
<br />LOT 8
<br />
<br />~
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<br />
<br />I-
<br />CO'
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<br />LOT IIJ
<br />79.321 Sq. Ft..
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<br />If) -. :
<br />
<br />NOTE- PLAT MERIOIAN
<br />IS REFERENCED TO THE
<br />EAST LINE OF THE NW
<br />1/4 OF THE NW 1/4
<br />ASSUMED TO BEAR
<br />N OO'08'OO-W
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<br />LOT 5
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<br />SCALE.
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<br />LOT 2
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<br />C.S.I1. ND. 2521
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<br />IN 89045 'OO'W)
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<br />1465.00' )
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<br />: 39.744 Sq.
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<br />LOT 18
<br />28.536 Sq.
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<br />1 C/l TEO - PUBLI C
<br />ql TO THE
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<br />LOT 26
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<br />NORTHWYNDE PASSAGE
<br />~----
<br />OED I CA TED TO THE PUBLI C
<br />S 89' 5 I . 59' E 54/ . 98 .
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<br />FD. 1" IRON PIPE
<br />ON LINE 7.gEl' LANDS
<br />WEST OF R-O-f;!
<br />cmNER
<br />
<br />LANDS
<br />
<br />LANDS
<br />
<br />LANDS
<br />
<br />LANDS
<br />
<br />(RECORDED tlS S 89047' E )
<br />LOT I BLOCK 1
<br />
<br />FOUiVD 3/4' REBAR AT WEST 1/4 CORNER
<br />SECTION 29. TOWNSHIP 9 NORTH. RANGE
<br />II EAST. TOWN OF BRISTOL. DANE COUNTY.
<br />l.Jrc:rnl\lc:rA'
<br />
<br />S 890S/ 'S9-E
<br />
<br />/320.29
<br />
<br />HENSON SUBDIVISION VOL. 37. PG. 31l!
<br />
<br />..
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<br />'"
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<br />..
<br />
<br />
<br />L.
<br />
<br />)
<br />
<br />
<br />LANDS
<br />
<br />;,f,ND ACCEPTED 2- IRON
<br />If{ A:T SE CORNER OF
<br />IOJ]/V ESTATES.
<br />
<br />
<br />
<br />
<br />
<br />BEING PART OF
<br />AND THE SW 1/4
<br />29, T 9 N,
<br />DANE
<br />
<br />THE NW 1/4 OF
<br />OF THE NW 1/4
<br />R 11 E,
<br />COUNTY,
<br />
<br />THE NW 1/4
<br />OF SECTION
<br />TOWN OF BRISTOL
<br />WISCONSIN
<br />
<br />{f)l
<br />co'
<br />7..'
<br />""
<br />-.J'
<br />
<br />2481-"'~
<br />
<br />MARK STEVEN GERHARDT, PROPESSIONAL LAND SURVEYOR S-1983
<br />
<br />NOTES:
<br />
<br />,
<br />
<br />1 All dlstances are to
<br />the neorest. one-
<br />hundredth of a foot.
<br />All Beorlngs ore measured
<br />to the nearest e5- of arc.
<br />
<br />2. All curve dlst.onces
<br />ore chord meosure.
<br />facilities
<br />~. All utllltles~ln thls
<br />Plat are tobelnstalled
<br />underground.
<br />
<br />'1" .
<br />JS' JJ'
<br />POINT OF '
<br />BEGINNING'
<br />1
<br />I
<br />
<br />
<br />
<br />
<br />"
<br />
<br />4. UTILITY EASEMENTS.' No
<br />poles. pedestals or
<br />burled cables are to
<br />be lnstolled ln such
<br />o manner thot theur
<br />plocement would dlsturb
<br />o survey st.o~e; (lOr
<br />obstruct V1Slbllty
<br />along lot llnes.
<br />
<br />5. Lot owners shall not
<br />olLer drolnoge swales.
<br />roadslde dltches. nor
<br />nat.ural drolnoge woys
<br />on any lot wlthout
<br />the wrltten consent of
<br />the Town Board of Brlstol.
<br />
<br />See Note No. ? concern-
<br />lng VISION CORNER on
<br />Page 2 of 2
<br />
<br />). ,4MJ ACCEPTED r IRON PIPE
<br />r f~THdE$T a::.t?NER if SLWSET
<br />.x~PiRPORTf]] ro MN?K TrE
<br />iif~ OF THE Sf: 1/4 OF THE
<br />i4 1/.;$ OF SEe. 29-9-11
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<br />Fr);.!1 ACCf:PTED r IRON PIPE
<br />:ATfHE SHroR. OF Sl.JNSET RIfX1E
<br />1- Pf.RPC.d?7FJJ TO MARK THE s.w
<br />COR. OF THf Sf: 1/4 OF THE
<br />MY 1/4 QF'SEC. 29-9-11. SAID
<br />PIPE IS LOCATED S 74-24-32 E.
<br />2.24 FT. FRf1M AN IR'[g..j STAKE FD.
<br />IN T/fEASTLINE OF HFNSDN
<br />SU8D IV ISJf>>V PlRPORTING TO MARK
<br />THE SAME 1/4- 1/4 CORNER.
<br />
<br />ZZ1
<br />
<br />SURVEYOR'S CERT I F I CIi TE
<br />
<br />1. Mark Steven Gerhardt. a Reglstered Land Surveyor ln the State
<br />of Wlsconsln. do hereby certIfy thot. ln rull Compl1once wlth
<br />the provlslons of Chapter 238 of the Wlsconsln Statutes and the
<br />Subdlvlslon Regulotlons of the Town of Brlstol and at the
<br />dlrectlon ot Donold C. Tlerney and Joanne K. Tlerney, owners of
<br />the lands platted hereon. 1 hove surveyed. dlvlded and mopped
<br />the plat or Northwynde. ln the Town or Brlstol. ond that such
<br />plat correctly represents the exterlor boundarles and the sub-
<br />dlvlSlon of the lands surveyed and that thls land ls located ond
<br />descrlbed as follows. to wlt.
<br />
<br />Belng part of the Northwest 1/4 of the Northwest 1/4 ond port or
<br />the Southwest 1/4 of the Northwest 1/4 ot Sectlon 29. T 9 N.
<br />R 11 E. ln the Town of Brlstol. Dane County. Wlsconsln. more
<br />partlcularly descrlbed os follows. vlz
<br />
<br />CommenCIng a~ ~he Northwest corner of s~ld SectIon 29 ond
<br />runnlng thence olong the West 11ne of the Northwest 1/4 of the
<br />Northwest 1/4 thereof. South eo degrees e4 mlnutes 53 seconds
<br />East. 1101.28 teet to the POINT OF BEGINNING or the parcel here'
<br />ln descrlbed; thence contlnulng along the West llne or saId 1/4-
<br />1/4 Sectlon and wlth a portlon of the West 11ne of the Southwest
<br />1/4 of sald Northwest 1/4 ot sald Sectlon. South ee degrees e4
<br />m 1 nutes 53 seconds East. 1214. 1 8 feet; thence South 89 degrees
<br />51 mlnutes 59 seconds East. 1320.29 feet to a pOInt ln the East
<br />llne of the plat or Sunset Rldge; thence wlth sald Eost 11ne
<br />North ee degrees e8 mlnutes 18 seconds West. 991.51 teet to a
<br />2- lron plpe round at the Northwest corner or sald plat. sald
<br />plpe also belng located at the Northeast corner or the aforesald
<br />Southwest 1/4 of the Northwest 1/4 ot sald Sectlon; thence olong
<br />the East 11ne or sald last-mentloned 1/4-1/4 Sectlon. North ee
<br />degrees 08 mlnutes g@ seconds West. 773.24 feet to a 2" lron
<br />plpe found ot the Southeast corner of the plat of Hllton
<br />Estates; thence wlth the South llne or sold plot. North 89
<br />degrees 49 mlnutes 5e seconds West. 853.88 feet to 0 I' lron
<br />plpe Found at the Northwest corner of Certlfled Survey Map No.
<br />2521; thence wlth the East llne thereof. South oe degrees 05
<br />mlnutes eo seconds East. 551.37 feet to 0 1- lron plpe found at
<br />the Southeast corner of sold Certlrled Survey Mop; thence wlth
<br />the South llne of SOld Certltled Survey Mop. North 89 degrees
<br />49 mlnutes 58 seconds West. 485.34 feet to the PoInt of
<br />Beglnnlng; Concolnlng wlthln the above descrlbed perlmeter 0
<br />calculated area of 47.592 Acres or 2.073.13 Square Feet.
<br />
<br />Dated thlS 2eth day of Aprll, 1993
<br />
<br />/}
<br />
<br />;W~ ~ 4.J.~
<br />------------------------~~---------------------
<br />
<br />1./ ()
<br />
<br />
<br />2/"
<br />,,,
<br />
<br />It)
<br />
<br />Mark Steven Gerhardt. Reg Land Surveyor 5-1983
<br />
<br />The above slgned also ~ertlfles that there ore
<br />no slopes exceedlng a 2e X gradlent on those
<br />lots deslgnoted tor convenclonol sub-surtoce.
<br />septlc systems. nor ore ~here ony slopes
<br />exceedlng 870 on those lots condltlonally deslg-
<br />noted os sU1Loble only For ~ot surFace- sysLems.
<br />
<br />.,; u ~ 5
<br />vl1dlV "^
<br />u_U') 'f"'J U
<br />(L) U') >. 0)
<br />cn.,;..o 0
<br />B~1$ Q\ 0:
<br />'" -0 ~
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<br />
<br />~~ ~ ~II
<br />'-< c V':I .~ ,15
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<br />0.. '" c:
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<br />c:~OOr~'; a3
<br />e <'l ~ ~ t;:;.~ $iS E
<br />",.:I: - ~ S
<br />11)~-JN t:: __ c>,>
<br />t\i):;;;\O U()~~
<br />...t:MCM ......
<br />f-N~N
<br />
<br />I
<br />I
<br />
<br />2 l
<br />
<br />-?
<br />L,
<br />
<br />;
<br />
<br />NW 1/4
<br />NE 1/4
<br />
<br />
<br />LOCA T ION MAP
<br />
<br />SCALE: 1.. 2/iJEJfr
<br />HAPPY VALLEY ROAD
<br />
<br />IE 1/4
<br />N# 1/4
<br />
<br />
<br />LEGEND'
<br />
<br />I-
<br />ttJ
<br />~
<br />lJ)
<br />
<br />BE 1/4
<br />N1'11/4
<br />
<br />
<br />DENOTES IRON STAKE FOUND. SIZE AND TYPE AS NDTEO.
<br />
<br />DENOTES 1.1/4" X 31J" STEEL REINFORCING ROO SET.
<br />I1IN. WT. " 4.30 LBS PER LINEAR FOOT
<br />
<br />ALL OTHER LOT CORNERS 110NUMENTED WITH 3/4' X 24'
<br />STEEL REINFORCING RODS. MIN. WT. " 1.51lJ LBS PER
<br />LINEAR FOOT.
<br />
<br />OENDTES CORNER OF THE GOVERNMENT SURVEY.
<br />110NUI1ENT CHARACTERISTICS AS NOTED.
<br />
<br />DENOTES PREVIOUSL Y RECORDED BEARINGS AND OISTANCES
<br />
<br />DENOTES LOTS DESIGNATED FOR ON SITE AT SURFACE
<br />SEPTIC DISPOSAL SYSTEM AS BASEO ON PRELIMINARY
<br />SOILS TESTING. FUTURE ON LOT TESTING MA Y INDICA TE
<br />THAT LOTS SO DESIGNATED ARE CAPABLE OF BEING
<br />SERVICED BY A CONVENTIONAL SYSTEI1.
<br />
<br />DENOTES PUBLIC UTILITY EASEMENT. WIDTHS AS SHOWN.
<br />
<br />DENOTES LII1ITS OF STORM WATER DRAINAGE AND/OR
<br />STORI1 WATER DETENTION EASEMENTS. WIOTHS AND OTHER
<br />PERTINENT OJl1ENSIONS AS SHOWN
<br />
<br />1iJ
<br />Q) m 1/4
<br />$;I 1/4
<br />
<br />/>E 1/4
<br />S# 1/4
<br />
<br />SW 1/4
<br />SW 1/4
<br />
<br />BE 1/4
<br />SW 1/4
<br />
<br />IE 1/1
<br />foE 1/4
<br />
<br />S# 1/4
<br />foE 1/4
<br />
<br />SE 1/4
<br />NE 1/1
<br />
<br />?':
<br />
<br />NW 1/4
<br />BE 1/4
<br />
<br />I:;:
<br />NE 1/4 I h
<br />BE 1/4 i
<br />1'-'
<br />SE 1/41
<br />SE 1/4 !
<br />j
<br />
<br />7C
<br />
<br />c; . f
<br />
<br />SrI 1/4
<br />Sf 1/4
<br />
<br />EGRE ROAD
<br />
<br />~/
<br />
<br />SECTION 29, T 9 N, R 11 E.
<br />
<br />j
<br />
<br />SHORT LINE TABLES
<br />
<br />LINE
<br />L I
<br />L 2
<br />L 3
<br />L 4
<br />
<br />BEAR I Ne;
<br />S /1'35'01"1'1
<br />N /I'3S'01"E
<br />5 62"53 '42"1'1
<br />s 21"55 '07"1'1
<br />
<br />r.r_"':::=:':~'_~:=-_~';!.::;::::z.Ai':f--'~E3:_s:-LOT$l"~"";: ;.. .45.......46......47,
<br />48 ANC 49. ,vHICH BEAR THIS DESIGNATION AND ADJOIN
<br />BIRD STREET ON THE WEST. ARE EXPRESSL Y PROHIBITED
<br />FROM BEING ALLOWED VEHICULAR ACCESS THERETO
<br />
<br />DUTANCE
<br />27.93'
<br />27.9J'
<br />25.00 .
<br />25.00'
<br />
<br />THIS INSTRUMENT ORIiPrEO BY
<br />ROBERT Ii. R I CHIiROSON
<br />BIiOGER SURVEY I NG IiNO
<br />MIiPPING SERVICE, MIiOISON. WI
<br />
<br />DENOTES AREA WHICH IS UNSUITABLE FOR THE
<br />INSTtlLLATlON OF SOIL A8S0RPTlON SYSTEMS.
<br />
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