Loading...
LAKE POINT ESTATES WEST - SUBDIVISION PLAT70 _ k4_ SCALE. 1" ■ 100' REVISED THIS 22nd DAY OF JULY, 1991 REVISED THIS 21gt DAY OF AUGUST, 1991 NOTES: 11 0-DENOTES 2"x3O" IRON PIPE, 3.65 LOS. PER LINEAL FOOT 2) 1"x24"IRON PIPE, !U3 LOS. PER LINEAL FOOT, AT ALL OTHER LOT CORNERS. 31 ALL DISTANCES TO THE NEAREST O.OI'. 41 ALL BEARINGS ARE REFERRED TO GRID NORTH OF THE WISCONSIN STATE PLANE CO-ORDINATE SYSTEP4 SOUTH ZONE. 51 ALL AREAS ARE TO THE NEAREST SOUARE FOOT 61,,THERE SHALL 6E NO FILLING IN THE AREA SHOWN ON LOTS I THRU 10 AS STORM DRAINAGE EASEMENT. METROPOLITAN ENGINEERING, INC. 20873 CROSSROADS CIRCLE. SUITE 150, WAUKESHA. Wk 53186 PH. (414) 782-2221 FAX 782-4426 TEMPORARY ROADWAY EASEMENT LAKE POINT ESTATES WEST BEING A SUBDIVISION OF A PART OF THE SE 114 OF THE SW 114 OF SECTION 10, T5N, R20E, IN THE CITY OF MUSKEGO, WA UKESHA COUNTY, WISCONSIN. w,, Ui �r LUDWIG'S SUBDIVISION'i 18 M �_, (REC. AS 5 89.26.5" W) i I 17- ' IIE COAFE1R SW 114 10-5-00 i S-.6- COW- AI0MIJIENT I N 880 09' 10" E 482.83 L 182.75 122.61 177.47 1 !! tit 40' 3ANITARY 3EWE W � t e EASEMENT' O # 28 140' u� O 19 1 �j 's a Q 4 rr�. 27 1- 26.571 S.F. M 4+ r"scow i � g o N 5. 07' 09- E �I + N 88' 09' 10" E 1 �1 L _ / t 26 ` wA 157.99-- 0 0 36.297 SF '� 1 �' 4e N "1 09' 10" E 19?.99 Jr I O1 - 10,E 00 210.49 O ` Nee' 09' 10' E _1e&99 ® I! 5 VICINITY SKETCH 5£ Er�T JOG 3� - ' +e� �I rr.e. N 6' aa' !3" El SW 114 10-5-20 Ep5 R B le�g6 15' TEMPORARY 13r.96 S 88' 09' 10" W r ROADWAY EASEMENT J�,0 16e- 500 LAJ = 184.52 a i _ - p0 ` Q Q (TAIn, Oyyy. 2� 50• Q N 6' 19' 27" E1 + ! 1 1 Qe 3 0 6°e` es 23 h N 18 + 6 I5' TEMPORARY • ' �� ti Y T 22,95I S.F. vc) O ROADWAY EASE 00- 24 GRAPHIC SCALE Z , 4 $� 24,045 S.F. �N Is" o Ioo, r0o ,� 25 .� ti -1 ft so' 150'' 1 . 236 78 S.F. �' 260,9 r � a ti ss.°° 1 N N r T, S3 42 105.98 ; N 12e S6 16 3 155°° �� $ I 20' STOR SEWER EN 1 EASEM 8 41 ' 125_ J �' ry Np5 555.79 � r 19 ,� h 13 �� ? 20 u - 30,377 SF, knI . 47. 5rj" E T7.20 � y' 38,392 S.F. N -74 ' 10' r• I IS0.46 10• 118J2 0 ^a r 8 6 , 0.. E 14 322.08 9.5e ti` 29,738 S.F O �p �� N 69. 140.01 W 11004 lu ` • 48. 00' g2 91 3 16 1 ^ i095 F f 4 27,588 S.F. z 26.947 S.F. 2j• 4� �" i 20,145 aF. 13 # N 25,584 S.F. o b �O10' * 6 rrl� s sr 42'PO" wI w 13 �° z (T.H. N 25' 06' 40"'W) •�3 S �• in ` '14"' 24,133 S.F ry J 7 c t8a 14 a 44 20S, T29 S.F.l2 1a 90.00 h ,r STOM SEWER 3a 1 1 o a 22,529 S F 66 211, 73 _ _ _ _ E4 4y SE►yE NV I 22 EASEMENT I _ f/ eg l94.42 � Z yes � .. s ��. �� �ss� ,i,r R � ti g 12 1 ! 24,581 SF. 06 » ? 24, 922 S.F. 1 1I0� 19 --- - ---- 7•f• f ? 0 26. E j9 e9 177U1 'P'a�'_»e. z,� a �= (Tff N Te• 45' 29' W) N 880 42' 15" E I "Yj1 tF T B. I� N T3. 14 Z6r E 14500 s 23• /r2s4 ro N see• 4J' 40" w 1oZ.31- N 73. 14' 32J1 ; - 4� a4 so - - ,•°�� - - __ T4. 4 190.00 1 �f k - _ 13e.00 p40.37 6• E 104 0° `� �2s� »E T%,>tw �! Nee' 42' I3" E 264,00 [�I I C.S.M. NQ. 5515 O N 73. 14 2 S;O//V/v �O • IeA?6 - _ _ _ N ee' 42,15" E 264.00 ' �I d 240.4e e6 eg �rf j� sr�,MS� 4;w _ _ , - aiepr O $ I LOT 1 00 rIt N so* 42' 13' E 264.00 "' I 256.59 -� 4' 6 /O' �,_/O, ` REAse NT�4e 9f *e �' - d S 1 17' 4Jr' E 60.00 IIo _,._ °p I I �* Oo� sa s 110.00 S 88' 42' 15" R II2.59 TEW AR Y ROADWAY 10' 1 1, _ I� STD SgWE� 29.52I S.F. 5 4 I /o, ' i see• 40 J1" w 3 T.1'1 EASE NT _ _ 120.50 I 3a.oa S 6e' 43' 40" W 2E0i6SEMNT ]7SA� ,u _ r 32,361 S.F.31,912 S.F. Q !� - 4 L� 20' STORM SE N ✓ W j6" 7 gi * 4 ^ S �••�� J�^E 28.118 S.F. i EASEMENT J I 'O 32,913 S.F. 1 A �• '* "ai " +' ^ �� ' ei 2 25,538 S.F. W 31,439 3F. "' 38,958 S.F. e e ;� r J 27,918 S.F. ' i N w Z g >r N• r!^a4'�_ 3� 960 S.F. ? r •,�^... � - 2-Nee•rr.�s-� a4c44-� •'1` R j 1 3: i �u�. � •, STORM DR IItAGE EAS MENT' *oi $ S11•l�'s�•w sits!•_- -_ __-- _-----_� .�. _..M74 I i ooi / W.EP.Ca. EA EMENT I10.00 r I30,05 !3l.3T 13416 ' _ _ - 142.36 135,40 105.36 31.fi2 e5.00 l42Ue 4p -- -� S 880.15' 34" W 1144.90 _ - _ - - - - - - 5 OF SW 114 10-5-20 - - - - - - - _ J - _ - - - - - - - - - - /. ' SE COYR WER 30' W. E.P. CO. R.O. W. - -- � SW 114 10-3-20 - - - - - - - - r - - N 334,24CM i E 2,503.e6E32 UNPLATTED LANDS � MAIN ZiR Igo. RADIO r H� 0RD I ICSORD HEARING 1N 680.81 148.98 148.68 12° 32' 16" 60 16' 08" 49.5" N N 850 820 01, 29, 37" 55.5" W W 1CL 710. 81 218.27 217.42 170 150 35' 10' 39" 30" 80 7. 47' 35' 15" N 83° 42' 30" W 1CL 1CL 710.81 710.81 188.26 30.01 187.71 30.00 20 25' 09" 10 12' 34.5" N 740 54, 40.5" W is 740.81 227.48 226.59 1-7° 35' 39" 80 47' 49,5" N 820 29' 55.5" W 2N 366.97 211.73 208.81 33' 03' 28" 16. 31' 44' S 890 46, 10" W 2CL 336.97 194.42 191.74 330 03' 28" 16. 31' 44" S S 89° 89° 46' 46" 10" 10" W W 2S 306.97 177.11 174.67 33. 03' 28" 16. 7. 31' 44, 44" 37" S 800 59' 03" W 3N 889.25 240.37 239.64 247.72 15' 150 29' 29' 14" 14" 7. 44' 37" S 800 59' 03" W 3CL 3S 919.25 949.25 248.48 256.59 255.81 150 29' 14" 7. 44' 37" S 800 59' 03" W 4 60.00 43.36 42.43 410 24' 34" 20° 42' 17" N 40 24' 23" W 5 60.00 275.22 90.00 2620 49' 08" 131. 24' 34" S 73. 42' 06" E 6 60.00 43.36 42.43 410 24' 34" 20° 42' 17" S 370 00' 11" W 7N 442.86 210.48 208.50 270 13' 50" 13" 36' 55" S 740 32' 15" W 7CL 412.86 196.22 194.38 270 13' 50" 130 36' 55" S 740 32' 15" W 7S 362.86 181.96 180.25 27* 13' 50" 13° 36, 55" S 740 32' 15" W 8 1492.82 15.55 15.55 0' 35' 48" 00 17' 54" N 60 37' 21" ' E 9 1432.82 45.06 45.05 1° 48' 06" 00 54' 03" N 6' Or 12" E uCaaaa.a< LOT CURME DATA I R&DIUS CHORD I CSORD HEARING 2 740.81 74.00 73.97 5° 43' 24" 2° 51' 42" N 880 26' 03" W 3 740.81 97.00 96.93 70 30' 08" 39 45' 04" N 81, 49' 17" W 4 740-81 56.48 56.47 40 22' 07" 20 11' 03.5" N 750 53' 09.5" W 6 306.97 145.00 143.66 270 03' 52" 13° 31' 56" S 87° 14' 02" E 7 306.97 32.11 32.10 5° 59' 36" 20 59' 48" S 760 14' 14" W 8 949.25 34.00 34.00 20 03' 08" 10 01' 34" S 740 16' 00" W 9 949.25 110.00 109.94 6° 38' 22" 30 19' 11" S 780 36' 45" W 10 949.25 112.59 112..52 6° 47' 44" 3° 23' 52" S 850 19, 48" W 11 889.25 138.00 137.86 80 53' 30" 4* 26' 45" N 840 16' 55" E 12 889.25 102.37 102.31 60 35' 44" 30 17' 52" N 760 32, 18" E 14 366.97 38.00 37.98 50 56' 02" 20 58' 01" N 760 12' 27" E 15 366.97 90.00 89.77 14° 03' 08" 70 01' 34" N 860 12, 02" E 16 366.97 83.73 83.54 13° 04' 18" 60 32' 09" S 800 14, 15" E 18 60.00 74.11 69.49 700 46' 10" 350 23' 05" N 100 16, 25" E 19 60.00 61.95 59.24 590 09' 44" 29. 34' 52" N 75° 14' 22" E 20 60.00 57.57 55.39 540 58' 36" 27° 29' 18" S 479 41' 28" E 21 60.00 81 59 75.44 770 54' 38" 380 57' 15" S 180 45' 09" W 23 382.86 131.96 131.31 190 44' 54" 90 52' 27" S 780 16, 43" W 24 382.86 50.00 49.96 70 28' 56" 3° 44' 28" S 640 39' 48" W 27 442.86 104.00 103.7E 130 27' 18" 6° 43' 39" N 670 38, 59" E 28 442.86 106.48 106.22 130 46' 32" 60 53' 16" N 810 15' 54" E tUmmSam 9686400 M, NI. } �•.r•w.....� AMID Tell "e,016 TIN .ja.5....Hr Oc;t o b V..Y. A.D.,11.�U.AT.! 15 � -, SHEET 1 OF 2 I I LAKE POIN T ESTATES WEST CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN SURVEYOR'S STATE OF WISCONSIN ) SS WAUKESHA COUNTY ) I, Stanley J. Potrykus, a Registered Land Surveyor, do hereby certify: That I have surveyed, divided and mapped LAKE POINT ESTATES WEST, being a subdivision of a part of the SE 1/4 of the SW 1/4 of Section 10, T 5 N, R 20 E, in the City of Muskego, Waukesha County, Wisconsin, bounded and described as follows: Commencing at the Southeast corner of said SW 1/4 Section, thence N 10 17' 45" W, along the East line of said SW 1/4 Section, 255.47 feet; thence S 880 42' 15" W, 30.00 feet to the place of beginning of the lands to be described; thence continuing S 880 42' 15" W, 120.50 feet; thence S 10 17' 45" E, 231.64 feet; thence S 880 15' 34" W, 1144.90 feet; thence N 1° 16' 20" W, 492.44 feet; thence N 710 48' 00" E, 322.U8 feet; thence N 740 47' 55" E, 555.78 feet; thence N 200 18' 39" W, 625.68 feet; thence N 880 09' 10" E, 482.83 feet; thence S 10 51' 50" E, 160.00 feet; thence N 880 09' 10" E, 157.99 feet to a point on the Westerly line of Bay Lane Drive; thence Southwesterly 45.06 feet along the arc of a circle whose center is to the West, whose radius is 1432.82 feet and whose chord bears S 6. 01' 12" W, 45.05 feet; thence Southwesterly 15.55 feet along the arc of a circle whose center is to the East, whose radius is 1492.82 feet and whose chord bears S 6° 37' 21" W, 15.55 feet; thence S 880 09' 10" W, 184.52 feet; thence S 10 51' 50" E, 120.00 feet; thence S 8" 29' 16" W, 116.70 feet; thence S 10 17' 45" E, 560.00 feet; thence N 880 42' 15" E, 190.00 feet; thence S 1" 17, 45" E, 60.00 feet to the place of beginning. That I have made such survey, land division and plat by the direction of KAERER BUILDERS, INC., Owner of said land. That such plat is a correct representation of all the exterior boundaries of the land surveyed and the land division thereof made. That I have fully complied with the provisions of Chapter 236 of the Wisconsin Statutes and the subdivision regulations of the City of Muskego in surveying, dividing and mapping the same. Date: v 0,414dr / f / 9 V Stanle}L-J! Potrykus, RLS, S-50 KAEREK BUILDERS, INC., a corporation duly organized and existing under and by virtue of the laws of the State of Wisconsin, as Owner does hereby certify that said corporation caused the land described on this plat to be divided, surveyed, mapped and dedicated as represented on this plat. KAEREK BUILDERS, INC., as Owner, does further certify that this plat is required by S.236.1n or S.236.12 of the Wisconsin Statutes to be submitted to the following for approval or objection: 1) DEPARTMENT OF AGRICULTURE, TRADE & CONSUMER PROTECTION 2) WAUKESHA COUNTY PARK & PLANNING COMMISSION 3) CITY OF MUSKEGO IN WITNESS WHEREOF, the said KAEREK BUILDERS, INC. has caused these presents to be signed by Michael J. Kaerek, President, and Michael J. Kaerek, Secretary at Milwaukee, Wisconsin and its corporate seal to be hereunto affixed this Z; 1.9 P- day of 7--0 15Zr , 1991. IN THE PRESENCE OF: KAEREK BUILDERS, INC. 'rL Witness Witness STATE OF WISCONSIN ) SS WAUKESHA COUNTY ) chael J d/ Kaerek, President Michae Kaerek, Secretary PERSONALLY came before me this .3AO day of 067045ie , 1991, the above named Michael J. Kaerek, President, and Michael J. Kaerek, Secretary, the owner of the above named corporation, to me known to be the person who executed the foregoing instrument and to me known to be such President and Secretary of said corporation and acknowledged that they executed the foregoing instrument as such officers and as the deed of said corporation by its authority. Notary Public - State of Wiscono PFRED)ERICKW. My Commission Expires: �`r Z J? Tr EJ CERTIFICATE OF CITE' TREASURER I, Jean Sanders, being the duly elected, qualified and acting City of Muskego Treasurer, do hereby certify that in accordance with the records in my office, there are no ur-i-)aid taxes or unpaid special assessments as of this a3gb day of S Tr_&C1991, on an, of the land included in the plat of LAKE POINT ESTATES WEST. 112 Date: C2cTtQ8Ct= _ 1991 Jea ande , City of Muskego, City Treasurer STATE OF WISCONSIN ) SS WAUKESHA COUNTY ) I, Patricia G. Karcher, being a duly elected, qualified and acting Treasurer of the County of Waukesha, do hereby certify that the records in my office show no unredeemed tax sales and no unpaid taxes or special assessments as of i •"1"' ' ��� affecting the lands included in the plat of LAKE POINT ESTATES WEST. Date: ti Patricia G. Karcher, Treasurer, Waukesha County RESOLVED that the plat of LAKE POINT ESTATES WEST a subdivision in the City of Muskego, which has been filed for approval, be and hereby is approved as required by Chapter 236 of the Wisconsin State Statutes. I hereby certi-:y that the foregoing is a true and correct copy of a resolution adopted by the Common Council of the City of Muskego on the g.2 Np day of C , 1991, which action becomes effective upon receipt of approval of all other reviewing agencies and all conditions of the City of Muskego's approval were satisfied as of the Q� Np day of 0 c , 1991. I further certify that the copies of the plat were forwarded as required by S.236.12 (2) on the a5ze day of ,1991, and that within the 20--day limit set by S.236.12 (3), all objections to this plat have been met, Date: © c,.-'O d C-,e I ffi Jean rend&, lyfry uskego, City Clerk c i ,k-u v�� w,....•:.. 4aaP 0 R4/ 4 a° '� JU SALEY 1PpTRYKUS WZs500 KE SRk f Wn �40.SUR (a REVISED THIS 22nd DAY OF JULY, 1991 STRUMENT WAS DRAFTED BY STANLEY J. POTRYKUS SHEET 2 OF 2