HomeMy WebLinkAbout026-1094-30-000 RECENtU 3
F 3
E 6 E3 Z+ e+ 4 4
TT3i KATHL F H G WX7
ST. CROIX 000NW REGISTER OF DEEDS
SURVIVOR'S RECORD REC.EIVED kECORD
02/13/2007 11:00AN
CERTIFIED SURVEY MAP REC FEE: 13 one F
LOCATED IN THE SWY4 OF THE MY OF SECTION 32, T30N, R18W, TOWN OF COPY FEE 3. 00
AGES:
RICHMOND, ST. CROIX COUNTY, WISCONSIN, INCLUDING LOT 1 OF THAT
CERTIFIED SURVEY MAP FILED IN VOLUME 11, PAGE 3168. �S NSA
OWNERS: PREPARED BY:
DAVID 8 DONNA RAY GRAABERG SURVEYNYG. NYC_ .*. �J JO
1005 C.T.H - •E' GR B G S i
NEW RICHMOND. WI. 54017 1235 C.T.H. = S - 2295 =
NEW RICHMOND, WI. 6 � NEW RICHMOND �
ROGER 8 LAURENE RAY PHONE ( 715) 246 W1
1221 1 GOTH STREET CURVE IWORMATION JOB NO.07 Q•
NEW RICHMOND, WI, 54017 CURVE 01 CURVE 42 9�t7 . S...... d ��o�
RADIUS-14873W RADIUS- 1387.398
CENTRAL ANGLE - 07'3835' CENTRAL ANGLE - 07' 3208'
CHORD 1S8S9 CHORD 18231
S55'28'4yW N6V2M"E BEARINGS REFERENCED TO THE WEST LIE OF
ARC LENGTH- 197.12 ARC LENGTH -1824T . THE SW Y4 OF SECTION 32, ASSUKIED TO BEAR
N OD*03'2M.
W34 CORNER, SECTION 32 LEGEAO
( ESTABLISHED FROM GENERAL NOTICE StATEA1EN7'
TIES OF RECORD) EACH LOT SHOWN HEREON IS SUBJECT TO STATE, COUNfY AND ' INDICATES SECTION CORNER
TOWNSHIP LAWS, RULES AND REGULATIONS (i.e. WETLAND (AS NOTED)
RESTRICTION, ACCESS TO PARCEL, MINIMUM LOT SIZE, ETC.) • INDICATES 1' ( OUTSIDE DIA.) IRON
BEFORE PURCHASING OR DEVELOPING ANY LOT OR PARCEL PIPE FOUND.
CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE O - INDICATES 1' X 18' IRON PIPE WEKWING
APPROPRIATE TOWN 80MRD FOR ADVICE 1.13 LOS. PER LINEAR FOOT SET,
INDICATES FENCE
98A1�916TT�® �@i9 ®S I
I 1 4' NORTH LINE OF THE SWY4 OF THE SWIM
I
--- S88'302rE 1321.79 1 I
28.75' 1 323- 869.58' — — —
ILL � NOTE.' NO NEW PARCELS HAVE BEEN CREATED. THE
♦ I
PREVIOUS I PURPOSE OF THIS MAP IS TO SHOW THE RESULT OF
Pox I LOT LINES THE DOCUMENT AS SHOWN BELOW BEING ADDED To
I Ds LOT 1 OF CERTIFIED SURVEY MAP FILED IN VOLUME 11,
Im -- L -- -J g PAGE3168. TOWN AND OOUNTYAPPROVALS ARE NOT
Ig F IFE woselsAc■.PER I RE1"RED PER WISCONSIN STATUTE 236 .46(2)(3).
eT. g41 000NrV NOTE Far
9 1
AQ. / Reaidelrtie( Deafrid: Apoaaibla viofa6otl of the Si. CNOa Courrty
I I LOT Z Z0" cn:kmnm will be created if t he wdstNp efruclure, lm=W MV ftm the
pmPwty I ver ne; OR I W from the public road right- cfisey, e houses kwk)ck or
1 23.002 SQUARE FEET 4ninel unit. _
3 I I 1 INCLUDING RW) 3
y I I I f, gall
1 2?,371SQUAREFEET THIS'ADD-ON ` I
1 1 ( 4.90 ACRES) IN DOCUMENT NO. 60046
III 1 25.95 I EXCLUDING RNN y ® I
2�1 L ,
3 ^ 1 1 se7 W SETBACK LINE 1.148.012 FEET 1
j SHED FROM RIGHT- OF.WAY INCLUDING TOWN ROAD RNV
1.133.570 SQUARE FEET
1 I a SHED ( ACRES)
EXCLUDING TOWN ROAD R/W
I I I
.......
1 i DWELLING f ®V //�� ............ . ..... ... ..
—,
I
11340 _ N2
I 31.OB SS1'4157"IIY
J -- -- .28 CORNER POSITION 736
N81.415T E OUTLOT 1 FALLS IN WATER
° P.K. NAIL SET 197,506 SQUARE FEET (4M ACRES)
_ ON LION LrE INCLUDING TOWN ROADRW
.4T UTLOT 1 \ \ AT 08' CENTERLINE 1411.1126 SQUARE FEET (4- ACRES )
642.36' EXCLUDING TOWN ROAD RAV T/IREE LAKES
S s SEC TION 32 \� \ N89'0M'W 1316.49 — 092Bw
TI/REE LAKES 18. •
TIES OF RECORD) \ SO LINE OF THE 3W1µ AA CORNER, SECTION 32
MORE T IE S HEE T FOR
SHEET 1
SCALE IN FEET 1' =250' THIS INSTRUMENT DRAFTED BY: JOSEPH W. C;#RANHERG ,
OF 2
Vol. 22 Page 5355
c wismWn Department of Commerce PR SEWAGE SYSTEM Co ty:
PRI
Safety and Buildings Division INSPECTION REPORT `S�t. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) 387201mit No.:
Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)).
Per d Holder's Name: City Q Village Town of: State Plan ID No.:
ay, Roger - Richmond Township
CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel Tax No.:
026 - 1094 -30 -000
TANK INFORMATION ELEVATIO14 DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Z Benchmark /D 1p v
o It. BM
Aeration Bldg. Sewer fi S 9S
Holding / Ht Inlet 3P ?2,
TANK SETBACK INFORMATION S Ht Outlet 5� 92.. 2
TANKTO P/L WELL BLDG. Ventto ROAD net
Air Intake
Septic 3 / ��} �/ NA
NA Header/ Man. 16. ?o
a 7J . T 9a .
Aerati9m NA Dist. Pipe V. 2
Holding Bot. System d
PUMP/ SIPHON INFORMATION Final Grade ,?. 93 .
' over X �
rer Demand 3,
Model Number GPM
TDH L' Friction ter TDH
Loss
rcemain Length Dia. of .
SOIL ABS PTION SYSTEM
BED TREN Width Length , No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
3� S" _ ;> DIMENSION
er:
L Mau ct r
SETBACK SYSTEM TO P / L BLDG WELL LAKE /STREA E • r
M� a Num er:
INFORMATION Sy r
stem: (01 -J
DISTRIBUTION SYSTEM
Header / Manifold Distribution Pipes 1L x Hole Size x Hole Spacing Vent To Air Intake
Length 2- E Dia. y Length p3 • W "Dia. QV L Spacing + 5 -7 Q
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil ❑Yes C] No ❑Yes ❑ No
n ec ton b nspection #2:
LOW ��1 S t0 i,���br�'c�1�1Si�tc1;� n �$�I�`� 4 SW 1/4 32 T30N R18v) - 323018498A -Lot 1
1.) Alt BM Description=
2.) Bldg sewer length s / (/6' o f `X`'¢' N3)
- amount of cover = >61, P/-,S a she
j > V�46S 0►t lo ael�
Plan revision required? ❑ Yes O NO
Use other side for additional information. l
I&TM P:� Dat Inspector s Sign re Cert No
fA
- - ��rex►e�� �
l�
I CD fti lP v�6 I �p G6l�C �a Cr,
r I
"O" r, S ky ve?oor
OICC JA f� �Ztr rw.;r aTfO*
6 Y 939a6
Sanitar ermit Application S 1 Buil s Di
rY PP ate' �e vision
In accord with Comm $3.21, Wis. Adm. Code 201 W. Waahington Ave.
See reverse side for inshvedons for completing this application PO Box 73M
oapartn►er t of Comm Personal information you provide may be used for secondary purposes Madison, WI $3707.7302
(Privacy Law, s. 13.04(Ixm)] (Submit completed form to county if not
Altach state owned.)
c fete to fire county on for a system, on not less than 8 -112 x 11 inc m size.
Couw C , L Cr tate� P ri t Number eok if revision to prey ous aWi n too _ jo
c eati IMR% lion - e Be )Print ail information
1t+ACtIt10R.
ame
a
s _
�\ " Milon
� , j ar um
ty, Zip Gode no u CEO Y - SUMVISIon NeW or
)
�d
1
U. Type o it lad: (C eck One) r,� 2 9 MR o City
I or 2 Family Dwelling - No. of Bedrooms : ST CROix
17 Public/Commereial (describe use) :_ ,., of
D State-Owned 20NONGOFFICE
\ ,� �
i
� Nearoat Ro
3 K q3 � -�tsX� c -QQiCs .ra 7'ax um a '—
�.
i. : :S
o Per
t: Chec3c onl one box on ]ttte A. Check x p on lute B If a tcable) , C 13 o r
A) ew lace 3. ep t of 4. 5. A dittos i
S Tank Onl
Exisft System
B} t um r ssue
O A Sate Permit was raviousl issued
o : (Check all that apply) —1
O Non-presaurized In -ground Q Mound Cl Sand Filter O Constructed Wetland
O At� in- ground ❑Holding Tank ❑ Single Pass Ci Drip Line
❑ Aerobic Treatment Unit O Recirculating
O Other:
V• Treatment Area Information:
Flow al Area 3. DbpenW Am a 4. Soff on . Percolation
�) Re�� Proposed irate (Gals /sq. ft.) (Min)inoh) yaoem ev 1. IN UMdz
VII. Tank capacity in 1 Total # of Manuthcturer Prefab Site steel Fiber. Plastic
latbrmation Gallons Gallons Tanks Cott. Con- glass
crete structed
Tanks Tanks g
0 0 D
❑ D E3 p
. ltesponsiblllty statement
the undersi , assume responsibility for installation of the POWTS shown on the attached lens.
Pl um s am nt P um s gnature no
° ness ne r
a , State,
County/Department use only
prOV anttary orrAlt Fee c u eg star ssu sent
'FApproved 0 Owner Givpa Initial Adverse Sur ch a Foe)
Daarminittion o2ac 9- Weft, �0
X. Con as a Approval /Reasons for Disapproval;
AA4 as S recut
SBD -639$ (R. 07 /00)
PL PT PLAN
PROJECT Roaer Rav RESS 1221 100th St. New Richmond Wi 54017
SW 1/4 SW 1/4s 32 /T 30 / 1 W TOWN Richmond COUNTY ST. CROIX
MPRS Shaun Bird 226900 V DATE 5 BEDROOM 4
CONVENTIONAL )= IN -GROU D 6O SSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1260 LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 500 # of chambers 30
BENCHMARK V.R.P. Base of Garage Siding ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL •H.R.P. Same as Benchmark
SYSTEM ELEVATION 90.9
Alt. BM Top of Garage Slab @ 100.0'
100th St.
Plans Designed Using
Conventional Powts Sidewinder High
Manual Version 2.0 >12" jL Capacity Leaching
Chamber
Grade at System Elevation
34
Site has 0%
Slope
40 D W Building Sewer
Line is to Existing 4
enough depth to Bedroom
Vents prevent frost House
1 50'
B -1 T 5
20
45 ' 5 ,
50' B.M.
1A
' .M. :� arage Well
30
1
B -2
50'
2 -3' X 94'
Cells with >3' _
spacing Septic Tank location is
5' - -
u nknow n, will be found,
B Vents pumped, and buried
at time of installation
0'
Property Line
PL T PLAN
PROJECT Roaer Rav Ss 1221 100th St. New Richmond Wi 54017
SW 1 / 4 SW 1 /4 s 32 /T 30 PRE
W TOWN Richmond COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE5/29/01 BEDROOM 4
CONVENTIONAL )= IN -GROU D OSSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1260 LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 500 # of chambers 30
IL BENCHMARK V.R.P. Base of Garage Siding ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL - H.R.P. Same as Benchmark
SYSTEM ELEVATION 90.9
Alt. BM Top of Garage Slab @ 100.0'
100th St.
Plans Designed Using
Vent
Conventional Powts > 12" Sidewinder High
Manual Version 2.0 of Cover Capacity Leaching
"
Chamber
6' Long
16
3 Grade at System Elevation
Site has 0%
Slope
40 D W Building Sewer
Line is to Existing 4
15' enough depth to Bedroom
Vents prevent frost House
B -1 rl. 50'
5
0 20'
_ 5' 45' 5,
50' B.M.
IA
30 M. Well
Garage ---
1
B -2
50'
2 -3' X 94'
Cells with >3'
spacing
5 f Septic Tank location is
u will be found,
B, 3_ Vents pumped, and buried
0 , at time of installation
Property Line
t
4
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County, I C
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must 7' n� �
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ?�) ���
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. V lmy J v
Please print all information. R iewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Govt. Lot 1/4,rLJ/4 s3,2— N R E ( r) W
Property Owner's Mailing ddress Lot # Block # Subd. Name or C
Z Z �s - 1/6 7 9- � 3 6
City State Zip Code Phone Number ❑ City ❑ Village wn Nearest Roa
I k�CkJkZ-j I s ( ) 00�
❑ New Construction Use)< Residential ! Number of bedrooms Code derived design flow rate QQ - -> GPD
Replacement ❑ Public commercial - Describe:
Parent material _{5 Flood Plain elevation if applicable D
General comments ys l � J� ! D ECFk0
and recommendations: �. J � lt
MAY 2 9 ?001
ST CAW
F-il Boring # ❑ Boring lob ��/� , ZONNGOFFICE , f
Pit Ground surface elev. , Z ft. Depth to limiting factor — in. % ,"' .
r i ate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roo G
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2
1 0 -13 1.3 1z -19 r1 11- .Y �5 -
9o.q
6'S • �
® Boring # ❑ Boring �-
[,I,Pit Ground surface elev. S ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
9 -t g -� �' �' o�✓h S o
;n h�iy� Z
54 o
i
* Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L
CST (Please Print) ign re CST Number
Q al l
Address D Evaluation Conducted Telephone Number
4 O�r�O/ -7/ SBD -8330 (R07/0�
a
Property Owner Parcel ID # Page of
F,3� Boring # [] Boring
j pit ` Ground surface elev. b' 6 ft. Depth to limiting factor � in.
°"' I Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2
�-� i
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
� r
�] Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
F El pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777.
SBD -8330 (R.07 /00)
. Soil Test Plot Plan
Project Name Roger Ray Sh k
Address 1221 100th St.
New Richmond Wi 54017 T #226900
Lot 1 Subdivision --- Date 5/29/01
S W 1/4 S W 1/4S 32 T 30 NCR 18 W Township Richmond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Base of Siding
System Elevation 90.9 *HRP Same as Benchmark
Alt. BM Top of Garage Slabe @ 100.0'
100th St.
Site has 0%
Slope
DW
40'
O Existing 4
Bedroom
15' House
B -1
— 5 9
c 20 45
5 5
50' B.M.
1A 0'
30' •M• Garage Well
•
15'
B -2
50'
5 P
Septic Tank location is
unknown, will be found,
B -3 pumped, and buried
01 at time of installation
Property Line
Maintenance and Contingency Plan for a Septic System
Maintenance Plan
1. Septic Tank is to be pumped once every 3 years.
2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in
order to extend the maintenance interval of the filter.
3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of
the cells.
4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system.
5. The owner agrees to save this plan.
6. Do not plant trees nor park nor drive over system.
7. Watershed is to be diverted away from system.
8. Discharge into system is not exceed those required as per Comm. 83
Contingency Plan
1. If system fails, determine cause of failure, use alternate area and install new system or
install system at a lower elevation.
2. Replace any other failing components as needed.
Plumber: Shaun Bird 715 - 246 -4516
OU
Shaun Bird #2269
.'l
ST CROIX COUNTY
SEPTIC WANK MAINTENANCE AGREEMENT
AND.. :
OWNERSHIP CERTIFICATION FORM
Owner/Buyer n
Mailing Address 2 l I b D4& 64 J ek,O
Property Address -------~
(Verification required from Planning Department for now construction)
City /State Parcel Identification Number C>? i n) /0
LEGAL DESCRIPTION
Property Location V4, �i..J y,, gec.3 a, T N- RaW, Town of
Subdivision — Lot #
Certified Survey Map # b 0 , Volume �� . Page # 3 1 `6 1
Warranty Deed # ` f `� Volume 2- Page #
Spec house ❑ yes, Lot lines identifiable`''' es ❑ no
SYSTEM MAINTENaCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restrictedplumberor a licensed pumper verifying that (1) the on -site wastewater disposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year expiration date.
iayia
SIG AT OF APP CANT DATE
OWNER CERM,CATION
I (we) certify that all statements on this form are true to the best of my (oar) knowledge. T (we) am (are) the owner(s) of
the property described above. by virtue of a warranty deed recorded in Register of Deeds Office.
4 ��' W, 4<-- -!�' SIGN OF APP DATE /
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * *•
** Include with application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
i :-. , -.:. ...., � .. r , a ..iry;, t. .mtiv .: RTe aC ... x,.4 «..0 — � .. .. . ., � —T-- -•
►55339
DOCUMENT NO. STA F BAR OF WISCONSIN FORM ? -1981
QUIT CLAIM DEED
F3cG I 3 GrrICE
bT. CRC;x CO., Yd
David C. Ray and Donna J. Ray, husband and wife quit claims to Rcra;agwW
Roger L. Ray the following described real estate in St. Croix D EC 1 7 1996
County, State of Wisconsin:
, 10: 00 A. M
. -* U h
t He�ister of p�Ka
REMINGTON LAW OFFICES
116 S. KNOWLES P -T.
P. O. Box 177
New Richmond, W1 54017
Tar Parcel No: Part of 026 - 1094 -30
A parcel of land located in the Southwest Quarter of the Southwest Quarter of Section 32, Township 30
North, Range 18 West more fully described as failows: Lot t of Certified Survey Map recorded in
Volume 11 of Certified Survey Maps page 3168 as Document No. 550302.
This deed partitions property owned by Grantors and Grantee as tenants -in- common and is given in
conjunction with a deed from Roger L. Ray to Grantors of even date herewith. This deed conveys all of
Grantor's interest in the property namely an undivided two thirds interest therein.
FFJE
This is not homestead property.
Dated this OD'd day of December, 1996.
1
(SEAL)
'DAVI . RA
(SEAL)
'DONNA J. F6kY
ACKNOWLEDGMENT
STATE OF WISCONSIN )
) ss.
St. Croix Cownty. )
Personally came before me this LQ� day of
December, 1996 the above named
David C. Ray and Dormer 1. Ray, husband and wife,
to me known to be the persons wiw execute the
for oing instrument and acknowledge the +a n
r�
IIS 1NSTRtJMENi'S W AS DRAFTED BY ith A. Remington Notary Public St. Croix Coun V►�s' ' f; '•. .'
I,uith A. Remington
Remington Law Offices My commission is permanent?
126 S. Knowles Ave.
P. O. Box 177 ''• "
New Richmond, W1 54017 "'� .......•�' i`
T
1
e FILED
9
OCT 0 2 1996 ► 2
eg'st l0
CrotxCo•,w►
550302
CERTIFIED SURVEY MAP
LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 32, T30N, R18W, TOWN OF RICHMOND,
ST. CROIX CO., WI. PREPARED FOR ROGER RAY
W 1i4 CORNER OF E 114 CORNER OF
SECTION 32. (P. K. SECTION 32. f I
NAIL FOUND). IRON PIPE FOUND).
N 8 ° 47' 4
l 5293.94'
,p EAST -WEST QUARTER LINE
Lu
SIb
g N
NOTE BEARINGS ARE
REFERENCED TO THE
I N I EAST -WEST QUARTER
gi UNPLATTED..�ANP L INE (ASSUbED).
I N I
NORTH L I NE OF THE SW -SW
FENCE 89 °37'
28.89' 264.37'
I =:
I O: I f HIGHWAY SETBACK L INE
100'
I I ( I r
33 33' I ,
al I L OT �� t UX
z 168 ACRES °p Q
72, 980 SO. FT.) QO
N 1. 51 AC. EXC. RiW N -le t
Ck I
(65, SO. FT. )
I • coI :� WELL O
-S of HOUSE o o
O d"
I ° gg
' DR I VE
I GARAGE
I
y I SEP 1 8 '96'.
I 128. 65' CP•OiX COLItd;i Y
� 2sa. s ►' 3T .
I i I T N 89 ° 37' 36 "W 293.26' ornprchensive > LIM"k
Zoning and
Parks tornrnit32O
H O
g l o
.UNPLAT7E D..I,ANAS. if s%ot record od
within 30 days 41
Z
WITNESS CORNER TO THE approval, date
0� SW CORNER OF SECTION approval shat) be
32. (1' X 24" IRON
PIPE SET ). 000"* &
0 Go
0 - SET I" X 24' IRON PIPE WEIGHING
1. 13L BS PER LINEAR FOOT.
' ! JAM ESER
S 1804
SPRItVCi VALLEY
WIB. / .4 60 0 60 120 180 q ,.•'
GRAPHIC SCALE FEET fettle-
JAAFS M. WEBER S -1804
SHEET I OF 2 NELSEN -WEBER LAND SURVEYING
DATED Pq-y-p'
96 -94 THIS I NSTRUAIENT DRAFTED BY JIM WEBER
Vol. 11 Page 3168
r 11 40&