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PLAT OF SURVEY FOR ELEVATIONS AND STAKING FOR NEW CONSTRUCTION •
<br /> ON LOT 39, PHEASANT POINT I SUBDIVISION LOCATED THE SE 1/4 OF THE NW 1/4 OF I
<br /> SECTION 19, T 7 N, R 8 E, TOWN OF MIDDLETON, DANE COUNTY, WISCONSIN
<br /> DESCRIPTION:
<br /> Lot 39, Pheasant Point I Subdivision, SE1/4-NW I/4 Sec. 19,T7N, R8E,Town of Middleton, Dane County, Wis.
<br /> Notes:
<br /> 1) Surveyed order by Chris Neuman, Shaw Building& Design, 3185 Deer Point Dr.,
<br /> Stoughton,WI 53589.
<br /> 2) Owners of record are Dale E. Egeberg and Melinda A. Egeberg, 15935
<br /> Kingswood Dr., Bloomington, IL 61705, per OCD, Doc. No. 3135825.
<br /> 3) Bearings are referenced to the north line of Pheasant Point I plat. Scale: 1'=50'
<br /> 4) Spot elevations are referenced to an assigned benchmark elevation on top of a i-
<br /> boulder as shown, elevation 100.00. 50 0 50 I
<br /> PRA I R I E V I S TA-" c,,,,,
<br /> (N 89°31'52" E) 1 8 1_ _9 (N 89°56'23" E) °O
<br /> N 89°31'52" E N 8911'20" E 03-I
<br /> EL:95.4' 165.03' (165.0') 168.67' (168.68') =1 N"'
<br /> 333.70" (333.68') °' - n m
<br /> wco m
<br /> EL:98.7' EL:100.1'
<br /> EL:99.9'
<br /> e��oJP
<br /> � AREA = '-
<br /> Oa EL:f00.6s,
<br /> ae`��� �,E 0' 1.543 acres ��;,
<br /> cf.oPn_,f.
<br /> 67210 s ft
<br /> 4 ',‘EL:979' --� '
<br /> ALL EL:96.1':' 33
<br /> 0 EL:102.3' Q
<br /> p
<br /> '2? 214A V n201 NcV' o°�a4 Woo
<br /> dv , ti h
<br /> N 8 210A 30.0' 11 . 17.0' 4., ' o,' ' Q��°, g.�h
<br /> N A Q EL:1O2.3'r ".1',`2'; O o„a - 1
<br /> en a` 52.2' 4,o
<br /> 6� W 2 ati
<br /> N i N� 212 213 P2 �rn j n' 2 h
<br /> U
<br /> 13
<br /> N G 4,
<br /> . PROPOSED HOUSE LOCATION 41-4 _.
<br /> 17
<br /> 207 206 <
<br /> L:94.3' 13. X,EL:98.•'
<br /> ■� 53.2' 30.0' 20.
<br /> 21! °p 54. 204 EL:100.1' . c,
<br /> 205 �n
<br /> BENCHMARK EL:95.4 0 .
<br /> 228 A --A 221 t?L:100.0 ; �e ,�Q '
<br /> 226 224 223 ,ON BOULDER a�
<br /> 40 `
<br /> - L 0 T ..-..�--- - EL:9��r9
<br /> P H E A A
<br /> S 1 a EL:904' .
<br /> � A
<br /> _
<br /> e^". L.95.4 I__
<br /> 01 {4 �� ,' EL:92.'7'
<br /> � 4k)
<br /> DATA �cv >('EL B9 4' 17
<br /> R=583.00' EL:93.4h; L:92. O
<br /> (R=583.00') 4 0 A EL.•4.3' berm to'tp � 4'91 4'4'
<br /> L=150.36' Ile c0 cy V- '∎,,- �-
<br /> (L=150.42) C7 n/ N/40
<br /> LC=149.94' 2y0�11 �� , ,'0* �'.
<br /> LCB=N 88'03'00"W q'"325 2 6 1„ 4 4 1 '-, ,'. ,'
<br /> �LCB=N875325"W) �VAy-
<br /> 14s1636"(14�6'?5% 0
<br /> ,� LEGEND
<br /> EL:90.8' 88°03'00"W 149.94' \3 • Iron rod found unless
<br /> EL:::::;:7:11:-:�o0g noted ddterent.--"--- EL:91.3' ( ) Recorded data.
<br /> EL:91.1' edge of pave ?1 S MMERFIELD D men
<br /> EL:88.6' Coniferous tree.
<br /> Deciduous tree.
<br /> SURVEYOR'S CERT IFICATE A Spike and lath set.
<br /> I hereby certify that I have prepared this map and description from a field survey conducted by me and under my
<br /> direction and that this map is a true representation thereof and is correct to the best of my knowledge and belief.
<br /> Dated
<br /> Glen L. Northrop, S-982
<br /> ORDER NO. AB 4002-15 DRG. NO. 4002.2
<br /> Drafted at ABEX Survey Company Sheet 1 of 1 1
<br /> 101 E. Main St. P.O. Box 369 REVISED 1-29-15 FOR PROPOSED HOUSE PLOT
<br /> REVISED 2-5-15 FOR REVISED HOUSE LOCATION
<br /> Cambridge, WI 53523 ,
<br /> 608-423-3331
<br />
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