<br />NORTHEIlSN U6HT /P:STA TJt.;S
<br />
<br />PART OF THE NORTHEAST QUARTER (NE 1/4}.~ND THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHEAST QUARTER (NE 1/4)
<br />OF SECTION EIGHT (8), TOWN SEVEN NORTH (f7N), RANGE EIGHT EAST (RBE), TOWN OF MIDDLETON, DANE COUNTY, WISCONSIN
<br />
<br />(S 01"24'33" e 2648.39')
<br />S 00'34'37" W 2648.40'
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<br />SEC170N 8-7-8
<br />ALUMINUM
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<br />SECTION CORNeR
<br />
<br />GENERAL NOTES:
<br />
<br />.
<br />
<br />PROPeRTY CORNER FOUND (3/4" DIA IRON REBAR)
<br />
<br />1. ALL LOTS ARE SUBJECT TO APPROVAL BY THE DANE COUNTY
<br />ENVIRONMENTAL HEALTH DEPARTMENT REGARDING THe
<br />SUITABILITY FOR INSTALLATION OF ON-SITE PRIVATe
<br />WASTEWATER DISPOSAL SYSTeMS.
<br />
<br />2. LOTS 1 tHROUGH .5 ARE APPROVED BY THE DANe COUNTY
<br />ENVIRONMENTAL HEALTH DEPARTMeNT FOR CONVENTIONAL
<br />SEPTIC SYSTEMS.
<br />
<br />3. HORIZONTAL LOCATION IS BASED ON DANE COUNTY
<br />COORDINATe SYSTeM, NAD 83 (1991). BEARINGS ARc
<br />REFEReNCED TO THE EAST LINE OF THE NORTHEAST QUARTER
<br />OF SECTION 8-7-8, ReCORDED AS S 00'34'37" W.
<br />
<br />4. DRIVEWAY LOCATION FOR LOTS " 2 AND 6 AND OUTLOT I
<br />FROM CONEFLOWER COURT SHALL Be RESTRICTED TO
<br />INGRESS/EGRESS EASEMENT AS SHOWN HEREON.
<br />
<br />5. BUILDING PERMIT ISSUANCE FOR LOTS I, 2, 3, 4, & 6 IS
<br />SUBJECT TO SITE PLAN APPROVAL BY THE TOWN PLAN
<br />COMMISSION AFTER CONSIDERATION OF THE IMPACTS OF THE
<br />PROPOSED HOMe SITE ON TREES AND SLOPES.
<br />
<br />6. LOTS 1 & 2 ARc SUBJeCT TO A MORE RESTRICTIVe SIDE
<br />YARD SETBACK AS DESCRIBED IN THE DEcO RESTRICTION OF
<br />NORTHERN LIGHT ESTATES.
<br />
<br />K 1/4
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<br />
<br />PROPERTY CORNER SeT (1-1/4" x 30" IRON
<br />RESAR WEIGHING 4.30 LBS'/UNEAL FT.)
<br />
<br />Sf:
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<br />NE r..
<br />
<br />ALL OTHER LOT & OUTLOT CORNCRS ARE
<br />MARKED WITH A 3/4"x24" IRON ReBAR
<br />WEIGHING 1.50 LBS. PER LINEAL FOOr.
<br />
<br />SECTioN....
<br />8-7-8
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<br />PROPERTY LINe
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<br />NOT TO SCALf IS
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<br />NO V[HICULAR ACCESS
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<br />7, LOTS I, 2, S ( 6 ARc SUBJeCT TO.' ;/
<br />STORMWATER ifASEMENT AS SHOWN HEREON.
<br />
<br />8. OUTLOT I WILL BE usm FOR PUBLIC STORMWATeR
<br />MANAGEMENT AND IS NOT A BUILDABLE LOT.
<br />
<br />PUBLIC
<br />
<br />IS2S2SZS2SZS2S2 SLOPE GREA TER THAN 20%
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<br />PUBLIC UTILITY EASEMeNTS, NO POLeS OR
<br />BURIED CABLES ARE TO Be' PLAcm SUCH
<br />THA T THE INSTALLA TlON WOULD DISTURB
<br />ANY SURV[Y STAKe OR OBSTRUCT VISION
<br />ALONG ANY LOT LINe, THE DISTURBANCE OF
<br />A SURV[Y MONUMENT BY ANYONE IS IN
<br />VIOLA TION OF SECTiON 236.32 OF WISCONSIN
<br />STATUTES. UTILITY cASeMENTS AS SETFORTH
<br />HEREON ARE FOR THE USE OF PUBLIC
<br />BODieS AND PR/VA TE PUBLIC UTILITIES
<br />HA ViNG THe RIGHT TO SERVE SUBJECT
<br />PROPeRTY.
<br />
<br />LOCA nON MAe~1@
<br />SCALE: 1"=1000' < IS
<br />II
<br />
<br />9. ALL UT/Ll7Y FACILITIES WITHIN THIS SUBDIVISION SHALL BE
<br />INSTALLED UNDERGROUND.
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<br />PLATS PAGE J./ I
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<br />SECTION 8-7-8 ~
<br />CONCRETE I ' . . I
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<br />2082.90'
<br />BLOCK DIST. 2608.40'
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<br />LOT 6
<br />1.039.787 SO. FT. OR
<br />23.8702 ACRES
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<br />31)' MIlE t'f i i 0' I EASEI,IENT'
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<br />68._ $C. FT.
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<br />
<br />EASeMENT TABLE
<br />
<br />LENGTH BeARING
<br />60.18' N 08,4'00" W
<br />15.00' N 12'00'00" e
<br />15.48' N 52,O'27~ e
<br />12.00' N 65'00'00" E
<br />40.09' S 64"23'58" I':
<br />32.26' S 35'42'53" f
<br />33.44' S 30"25'48" E
<br />14,35' N 90'00'00" e
<br />285.80' N 57'41'51" E
<br />144.50' N 38'58'51" E
<br />362.19' N 58'38'19".E
<br />21.77' N 55'08'06" E
<br />173.94' S 28,0'52" E
<br />29.47' S 08,6'36" E
<br />89.04' S 30'46'58" E
<br />246.20' S 03'43'14" E
<br />263.08' S 01'OJ'02" E
<br />61.22' S 14'43'53" ..-
<br />75.08' S 52'.39'30" e
<br />27.5R' S 89'20'13" E
<br />
<br />-
<br />
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<br />
<br />-
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<br />R COURT
<br />CONEFLOWE
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />DETAIL A
<br />SCALE: 1"=50'
<br />
<br />UNE TABLE
<br />
<br />LENGTH
<br />19.89'
<br />156.54'
<br />64.99'
<br />5.73'
<br />34.07'
<br />71.R?'
<br />
<br />UNe
<br />LI
<br />L2
<br />L3
<br />L4
<br />L5
<br />L6
<br />
<br />BEARING
<br />S 23'14'14" E
<br />S 34'51'54" {:'
<br />S 10'18'42" E
<br />S 23"14'14" E
<br />S 2.3"14'14" ..
<br />S 89'59'<;R- f
<br />
<br />There are no objections to this plat with respect to
<br />Secs. 236.15, 236.16, 236.20 and 236.21 (I) and (2),
<br />Wis. Slats.
<br />
<br />LOT RADIUS
<br />1 500.00
<br />1-2 250.00
<br />1 250.00
<br />2 250.00
<br />3-5 70.00
<br />3 70.00
<br />4 70.00
<br />5 70.00
<br />5 50.00
<br />5 184.00
<br />5 566.00
<br />NONE 178.40
<br />NONE 250.00
<br />tiONE 533.00
<br />iONE 217,00
<br />NONE 184,50
<br />SHEET 1 OF 2
<br />
<br />CURVE: TABLE
<br />LENGTH DELTA ANGLE TANGENT CHORD DIReC170N
<br />101.47 11'.37'U," 50.91 S 29'03'04- E
<br />107,16 ?4'.3J'l?- 54.41 S 22'.35'18" E
<br />34.71 7'57'14" 17.38 S 30'53'17" e
<br />72.43 16'35'58" 36.47 S 18'36'41" E'
<br />302.33 247"27'36" 104.84 S 66'J4'S4" E
<br />140.27 114'49'00" 109.49 S 47'05'48" W
<br />86.23 70'.34'<<" 49,54 N 40'12'20" W
<br />75.83 62'O.~'52- 42.11 N 26'06'58- E
<br />58.87 67"27'36" 33.38 N 23"25'06- E
<br />78.85 24'3.3'12- 40.04 N 22'J5'18" W
<br />114.87 11'.37'4n" 57.63 N 29'0.3'04" W
<br />301,05 96'41'02" 200.53 N 76'31'23" W
<br />86.85 /9'54'16- 43.87 N 18'13'44" W
<br />108.17 11'.37'40- 54.27 S ?9'OJ'04" I':
<br />92.99 24'.33'12" 47.22 .<: ??'.35'18" E
<br />118.89 36'55'18" 61.59 .c; ^D...."'.~7" W
<br />
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<br />CertifiedDc?.e(/.fA-t~.ot/ OvJ, 20 01-
<br />
<br />I~:j.{ 'fJ/Jkhur ~i&
<br />
<br />Department of Adki~istratioK' 8l8l
<br />"-...)
<br />
<br />JSD
<br />
<br />CHORD
<br />/01.30
<br />106.34
<br />34.68
<br />72.17
<br />116.43
<br />117.95
<br />80.88
<br />72.17
<br />55.53
<br />78.25
<br />114.67
<br />266.58
<br />86.41
<br />107.99
<br />92.28
<br />116.85
<br />
<br />TANGENT BEARING
<br />
<br />N 57'08'54" 'F
<br />
<br />S 26'36'36" W
<br />
<br />J~JlJtjlll mil'" & Ihl1;gJf, ,."
<br />
<br />16/ HORIZON OR, SlJlTE: lQ/
<br />'r1':RONA llf 53593
<br />608.8#15060
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