HomeMy WebLinkAbout~Master - Spring Valley - 8th Addition EIGHTH ADDITION, SPRING VALLEY SUBDIVISION
E,z.
POINT of NE c°roar
•].e_,,,,,.,,1m, BEGINNING Fi t Addition
'sP'in9�1;o s 6aivist°n N89'58'05'E - 343.94' '
N89'58_'05E- 1,114,70' _--tt
.Line of the NE 1/4 N89'S8'34"E-344.03'
`NW Corner-NE 1/4
41
Section 6-83-24 ; o ONTARIO STREET 4
Found 5/8' Iron Pm
52.06' 205.95' _ st86.0e1'
---- - --------5.�,
p.cl.t ''t,o 107 Drainoge&Stormwater> Detention Easement
y , , _-______ ___
E CURVE DATA s�: 'o. N
Curve "A" Z , � v;',.ti= O
,L= 45' 00' 06'
T = 62.13' 1239 3 o Ln
L = 117.81'
o� g all 3 ';0 5
In,
"B" 3 -
l t7 �� 4 •, 6
= 45' 00' 00" fT
I
I
I
137.44- 1 "'a -
00
- ti a - -' -°-;
.._ --- L U
Curve "C" � I be R'ss. 'i N86'S3'24"E
,L= 45' 00' 00' � S89'12'00"E sr. W
� 1 122.35' O
tp 1 112.00' w,
% a 3'
R = 105.56' v s,cr cb;
T = 43.73'
m
o �w
6I
R.o.w. CURVE DATA x
-,° fl
IS89'12'00".E p13.5?�'_ __g_:.rz,2__ _}73.52'
Curve "A-1" 115.13' °
45.00' M, 30 30'
L= 45- 00' Oa' ,�ffs +°„ra n S82'48'22"E 3 c
R = 102.93' �,o RR•�o, �! C I 148.68' -
T - 42.63' I ��"
L = 80.84' , 720�13.81�y �< o'
35' 35' of 1 /y 0
OKLAHOMA o p� �. e° 4' 7
NOT
Driveways (curb-cuts) for Lots 1, DRIVE �p °j_ _j-___ 1,y'�' �Hh 1;vz1.26' -
2, 3, 4 and 5 will only be permitted ' 'D(A,; 0; 7 77. o
on Idaho Court. 1 n
SCALE: 1" = 40' \' �A�' gyp, 'r o e�¢c
_
f%i' a ` ✓ i r1
0 20 40 80 120 160 � ��� j" !i 6 9
(Reduces to Approx.
rc
ACREAGE: 3.9586 Acres 2 .72'
(172,437 Square Feet) . \
G
ZONING: R 1-6 ;\ _........._.........._...:...._............___...
m
LEGEND: North
rl- =Utility Easements .... .-.....,, ....
'1l
A =section corner a noted
Set 1/2' x 30 Iron pin w/cap#8136
o =Found Iron pin Monument note8136
or set s/6' x 30'Iron pin w%eop N
(m) =Measured or Computed distances
DESCRIPTION:.
A part of the Lot Two (2) in the East-half of the Northeast Lot Areas
Quarter (E1/2-NE1/4); AND a part of the East 30.37 Acres of Lot Lot S . Ft. Acres Lot s . Ft. Acres
Two (2) in the West-half of the Northeast Quarter (W1/2-NE1/4); 1 9771 o.243 6 12502 0.2838
2 10 872 0496.2 7 18,502 0.4247
ALL in Section .6 - T83N - R24W of the 5th P.M., in the City of 3 18006 0.4134 8 14013 D.3217
4 16 966 0.3895 9 13 061 0.2998
Ames, Story County, Iowa; described as follows: 5 z1 zs3 0.4879
TOTAL all Lots. 134 805 3.0947
"Commencing at the Northwest (NW) corner of the Northeast
Quarter (NE1/4) of Section 6 - T83N - R24W of the 5th P.M., in
the City of Ames, Story County, Iowa; thence N 89° 58' 05" E, Pro ert Line Curve Data
1,174.70 feet along the north line of the NE1/4 of said Section Lot Radius Chord Chord Bearing 40 56Delta
6, to the Northeast (NE) corner of the First Addition of Spring Bd 102.93' 78.78' N 21' 42' 0 w as o0 0
1 49.90' N 13' 13 3 W 28'
Valley Subdivision and the Point of Beginning; thence continuing 2 75.56' 57.83' S 23' '00 w 56'Do'o
55' 52.44' S 2T 18' 2 E '56•39
.66 s zs 24'01 w s7. 12'03
thence S 00' 48' 55" W, 425.30 feet alongthe east line of Lot 4 54.54• s 37' 49'2a W 59' 26'4
5 54.54' N 32' 49•5 W 59' 26' 39
Two (2) in the E1/2-NE1/4; thence S 52° 25' 42" W, 251.38 feet 6 ss.71' N 2T 0'02 E 09 S1. 16
135.56' 15.12' N _.. I 2 E O6 51'3
along the northwesterly line of Lot 15 in the Seventh Addition; 7 fi9.30' N 22-00' 1 E 29'37'0
g 21.24' N 41' 17'56 E 08'59' 1
(the following calls are along the east line of Idaho Avenue as 9 205.00• 23.70' N 40 53•o9 W 06' 37. 4
previously dedicated or platted) thence Northwesterly, along a
205.00 foot radius curve, concave southwesterly, an arc distance 0
of 23.72 feet (the long chord bears N 40° 53' 09" W, 23.70 feet); ��� �� �� /Z^
thence N 44° 12' 00" W, 142.68 feet; thence Northwesterly, along
a 102.93 foot radius curve, concave northeasterly, an arc
distance of 80.84 feet (the long chord bears N 21' 42' 00" W, FINAL PLAT
78.78 feet); thence N 00° 48' 00" E, 384.97 feet to the Point of EIGHTH ADDITION,
Beginning."
SPRING VALLEY SUBDIVISION
CERTIFICATION: to
I hereby certify that this plat is in accordance with a Ames, Iowa
survey, made by me or under my direct personal supervision, in �
OCTOBER, 1990; at the request of Erben A. Hunziker & Donald M. andreolat of replatpoft of Lot the EastTwo 30.3 in h E 7)AcresofLot2T oE1(2).
Furman, R. Friedrich and Sons, Inc. and Buck Construction in the W1/2-NE1/4; ALL in Section 6 - T83N - R24W.
Company, Inc.; all of Ames, Iowa 50010; and that it is a true
and correct representation of the lands surveyed, and that
permanent control monuments, with a surveyor's marker, have been .,,.y
parcels as
established at each controlling corner of the &infdps:
xu ofiFaes, O,'
subdivided; and that I am a duly Registered Land Surveyor under
the Laws of the State of Iowa. Ir w MIN Dpg��
/ E),
ennethCD. Jansse P.E� L.S.. 8136 8® �
r-T= ENGINEERING PLUS
1�1J Ames, Iowa t5]]3-B55]
EP-File #89028 October, 1990 NE1/4-Section 6 - 83-24
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