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CERTIFIED SURVEY MAP NO. i D + q a <br /> LOT 1, CERTIFIED SURVEY MAP NO. 10318 AND PART OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHWEST <br /> QUARTER (SW 1/4) AND PART OF THE SOUTHEAST QUARTER (SE 1/4) OF THE SOUTHWEST QUARTER (SW 1/4), ALL <br /> IN SECTION 6, TOWN FIVE NORTH (T5N), RANGE EIGHT EAST (R8E), TOWN OF MONTROSE, DANE COUNTY, WISCONSIN <br /> f <br /> i 1i ,0,6 / <br /> LOT . FENCE CORNER: 1 1. 348.8' � III� <br /> \ 2-STORY At --� �I`'-i�24.75' <br /> 0.6'NW <br /> y .,.3.4' NE o i h HOUSE Qt <br /> \-. i 1 i (W) '0•FINSING 30' WIDE ACCESS .1 • <br /> Ai >ati�./ 1 " L7 • L6 °m „� <br /> ----•� 11 / f 4M# L2 <br /> • /- 1 LOT LINE .r-^7 <br /> `, o I LOT ! "D _ FO_RM_ER .' I <br /> N <br /> POND aw <br /> N ■ <br /> °'9 SILO ,,,t 171.9' h <br /> ti y�'o`S,D� \ A2- 2-STORY w <br /> 6 HOUSE SHED' N j ; <br /> 2 \ s.� 5 55` SHEP PI,57.77'1 7 <br /> . Q N <br /> `�,. EXISTING 30' WIDE ACCESS-- • in W <br /> �� ao a <br /> Ads _ % N 4 <br /> SHED uj <br /> A, 141.4' j C.�1 <br /> • Li y a. Ni.. <br /> + N y <br /> T LOT2 v � O <br /> 0 2 N <br /> N <br /> >r. g P o0 <br /> .� EXISTING 30' WIDE ACCESS B <br /> / ~ — a <br /> ` t CREEK <br /> HEADWATERS <br /> .)• <br /> .) POND 1 lo <br /> • <br /> N <br /> SOUTH LINE OF THE SOUTHWEST I/4 OF SECTION 5 l7 3.1. <br /> ". • it 1 ',..A. ..• <br /> — — — - 345.85' •_ -" 1� i� 1 <br /> LANDS FENCE CORNER: N 8 3•`1 <br /> 1". W 532.19'1 K_NE <br /> 11 12.3'SE _�� �� I <br /> L_ J <br /> FLYNN DRIVE ^ 1 -.n— —'s-7/4 ORNER v I <br /> ry (,ANDS SECTION 6. TSN, R8E 24.75'24.75' <br /> 1-IRON ROD FOUND 49 5'1 <br /> LEGEND JVOTES <br /> SECTION CORNER MONUMENT 1. BEARINGS ARE REFERENCED TO THE SOUTH LINE <br /> • 1-1/4" IRON PIPE FOUND OF THE SOUTHWEST 1/4 OF SECTION 6, T5N, <br /> Q 1" IRON PIPE FOUND R8E, RECORDED TO BEAR N 88'13'11" W. north <br /> • 1/2" REBAR FOUND 2. SURVEY PERFORMED BY JENKINS SURVEY & 0 100 200 <br /> DESIGN, INC. THE WEEK OF NOVEMBER 27, 2006. <br /> O 3/4" REBAR SET <br /> 3. REFER TO BUILDING SITE INFORMATION CONTAINED <br /> 0 MAC NAIL SET IN THE DANE COUINTY SOIL SURVEY. SCALE: 1„=200' <br /> e WELL <br /> ® SEPTIC UD UNE TABLE . <br /> -q- SEPTIC VENT LINE BEARING DISTANCE <br /> PROPERLY LINE L1 S 00'46'00" E 553.06' <br /> EXISTING PROPERTY LINE • L2 N 7751'45" E 36.53' <br /> — — — — RIGHT-OF-WAY LINE L3 N 88'13'11" W 166.34' \\�``,\`141UIfl!!///��i�� <br /> L4 S 00'20'44" E 812.91' \\\\\S C O NS <br /> - CENTER LINE \\ v \\111111111TT7 /�1_L5 S <br /> ------ SECTION LINE <br /> L6 S 134'27'3r W 186.56' \`1111 7j7i�I� <br /> -- — EDGE OF WATER L7 N 84'47'05" W 89.81' �� STEVEN L. / S <br /> -- FENCE L8 s 00'00'00' w 125,34 = = 5-25 4 = c <br /> _ 73 = S-2594 _� p =_ <br /> TRAVELED WAY L9 S 77'51.45' W 12.25' 0 EVAINSVILLE C }` <br /> ( ) RECORDED INFORMATION 110 N 04'57'05' W 101.13' �i WISCONSIN .�ate\ <br /> ti ii/&`ri ONA/C 1 IL1 A140 c,`S�\�\�\\ <br /> CURVE TABLE ' •�'� <br /> CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING Zvo <br /> C 1 155.13' 1232.53' _ 0712'41- 77.67' 155.03' S 80'53'23" W <br /> PREPARED BY: PREPARED FOR: <br /> PROJECT NO: 06-2488 SURVEYED BY: SO ICI <br /> CI <br /> • BD', ii'.'AWN! FILE NO: 8-84 DRAWN BY: SOT C.S.M. NO, 14 I IO <br /> KURT & SUE <br /> c Jenkins Survey L Design,lac CHRISTENSEN y 3 3 cog I <br /> 8 167 HORIZON DRIVE SUTTE 101 F1ELD800K/PG: 181/101 CHECKED BY: JH DOG. NO. <br /> 0 1391 FRITZ ROAD <br /> N PHONE:, WISCONSIN 53533 <br /> PHONE: (608)848-5060 VERONA, WI 53593 SHEET N0: 2 OF 3 APPROVED BY: DMJ VOL. PAGE 1�� <br />