HomeMy WebLinkAbout~Master - Hillside - 4th Addition _ 98 �- � 82 75
�- INST.NO.
a M STORY COUNTY, IOWA
FILED FOR RECORD
r o DEC 31 1998 PM
r z vk-�
SUSAN 1.VANDE MP,Recorder S
RECORDING FEE$_'
AUDITOR'S FEE$
BISHOP ENGINEERING COMPANY , INC . , 3501 1O4TH ST . , URBANDALE , IA . , 50322
b a.
gg r!
CD
a
W~�T `
Z
p
W V .00.o°co" t i.ro.00mN Z Q 1 MIN O Q
.orar, 3nN3A1 .oarae V10NV0 H1nOS i �'�°.°T°aK" jC]r W
!
ol�i Keg cr
!W= -
tj
a •t ° ¢ J° 1
nN3nV «31A00 0 �
s
k° o k �4a w
a°
Jk' H I ry i ryo ,n ! p 2 '" ,'n� .3 I I ¢• d
! nN3n
H NOSN3N010 ^g— 4 00i;k
6 ^ W U ) k ^ Q
M.00�O0.00S W
n 4 ��Sfe N�N p� J
k 3 �
ry° i ry°'
Q Ns r ! ! Y
4ogn 1 s ^ ! ro iO 00
lJ. 0 101 d (ram
�- 3nN3AV r�A3113HS
Z 00
M.0 00.00S
kr p
cn
\./ / °J i�r ,gym ;�!® w .• V a
Q J ., h «`' r (Y • '\ - �i g �� �i yo 1� J 3I Url
P; co
,ar iR �_ c o (III
m W N °�ry • e ® ,��v�, O,cm e I C I
w/y 9 yy
0ii, tip �o a
LL
LL
ry ory o° ° 9 Q\\111\Illllllllp/!!I!
ry a n � a§z, A.fi h$M19 oq 3 y �WW � •• •• �ii
Q Q ry je°) n Va�.� a•.. Ca<r'-.�. Ga3... 3 WSJ ° � � �' �Sy'1• •� i
3 `` Qa o
O� a 3 N °obo ' k�n itl Jg, oW .41
�i i
tt co
� Q—(h Oe
.iib, n v1 �N � &$&�$����S�Hn�.K,��7a^n�H.��� � • mm • `
n F + i �• •
I �(ba, r„u uWWW WSWWWW333R�WfuW 3l1W4�Rr �� 3nN3nV yF � 4 4S�//�••• •••
J 2 3�'��Nlis m F' B^��'o^o�6h`Z^ oRb��hB 213111W 7 ``'� *'34/i7 �`yQ•• ••�1 \
yO ti PHIM 8i2222222 222t FMNN� 2 i b ��/��a�V'•��\�`
��� .. /\. � cs,.w, a �/41�rnum►nnua
T� ry "�\ ii §o8h§5�82oe> ee7;§ JAl1
� dJ � � "�a�\ 3 � gg^fie•:^e_;�ti;ti5.^;"`M1e:�^ffitin �� 1^ � � Y � F �" ❑ .p �-- �O'
Zo I � � .,h.f�•w.tew....'.NN'M��b��.�-^O°, \ 1T � Q
2qp ^ °J I I O Ul.UU4UVUl.IrU I.VUU4ti44ti4UU4Y Q
(NC`CRE � I
U •
Q
3.fC.60O0 N y o'+r R ^3xr,OAON i r0 M,fr.r0.00N M.RO.10.00N
LL Off•
o O �.
w
PAGE ONE OF FIVEE,w .
BISHOP ENGINEERING COMPANY , INC . , 3501 104TH ST . , URBANDALE , IA . , 50322
HILLSIDE SUBDIVISION FOURTH ADDITION
AN OFFICIAL REPLAY
Nf CORNER
SECTION 7, WN, R24W
FOUND PK NAIL
J 7
og
e 4-
y\°
� mg
2
0 0
� 0
P 5 yJ 6
N89'JI 25'E
785.02' si ma
n• 7r ,r• 'J' n• oars• raaw• az1r• y
13 w
H1 100 9 8 7 • 6 °; s w
to Q� 4 tl ,�r' 8 5 tidy Q
n• ,r 1 7r• rr sr 00 ,e. 4
JO.00' HEMINGWAY _ yJ DRIV
S90'00'00 W LOT 0
0 3 3 A
0 R
13 14 ��'l5 R 16 A 17LJ
n,n
m as ea Ia.N' 2
.a' s ,a• na n• ea.ar
°? W rn, Qg
� 6
24 = 23 ti 22 21 20 0�19 18 ¢ 1 $ < x
o �
P
r f7r $ Q
CLEMENS _ 60 LEVARD _ o
ey
9 +? 26 27 28 29 ? 30 I? 31 32
25
8 k
LLJ ,,. ° PROPRIETOR:
4 1 2 3 j\y�°5 A 6 7 0 0;9 k HUNZIKER DEVELOPMENT
105 SOUTH 16TH STREET
r or nr P° ' AMES, IOWA 50010
RD PH, (515) 2.3J-4450
y O 1 0
LOT A
„• ,r r� der ra °�' a
�O (n W
y Z Z y
13 17�` 1 6 Y �?A 15 R 14 . 13 12 1 1 0
� a�u��"pan EN nwiiii
Al
I2Js oo• ,�. � c��c..• •.� �,
14 N9o-o0'o0'w 13 12 37 :O: s`9y
o ioo
BAR SCALE aoo I =um'!! BISHOP
�Wy� 3169
50 200 0 8 •'
t�•'••.......••'�
PROPERTY DESCRIPTION n�y/O�WA�„ ��`
7HE PLAT OF HILLSIDE SUBDIVISION BEING AN OFFICIAL REPLAY OF
OUTLOT Z IN HILLSIDE SU801VISION THIRD A00177ON, AN OFFICIAL
PLAT NOW INCLUDED IN AND FORMING A PART OF THE CITY OF
AMES, STORY COUNTY, IOWA.
S410 TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITY ANY fAsr I/4 CORNER
AND ALL EASEMENTS OF RECORD. SECTION p�aere, R24W
SAID TRACT OF LAND CONTAINS J5.J4J ACRES MORE OR LESS FOR a4uNnfssr SUB'D AS VECOROED
SIGNED •—C M A AB ✓L A-5
BARRY A . P , PJE & IS DATE
9 8 - 1 8 2 7 5 (�) PAGE TWO OF FIVE
BISHOP ENGINEERING COMPANY , INC . , 3501 104TH ST . , URBANDALE , IA . , 50322
HILLSIDE SUBDIVISION FOURTH ADDITION-
AN OFFICIAL REPLAT
20 21 22 23 24 25 0� o° 13 0� °� 11P
0-
OR o; o�, 12�5� p�P 2 \off
VE o � � \5
26 5
T 0
4
32 31 30' 29 28� 27 ourLOT A 5
>' Q N89'.J 1 25"E N 785.025"E
1850.JJ' _ 785.02'—
lJ'
13
FOUND IRON PIPE UNLESS
OTHERWISE NOTED (rYP.) N o1 1 $10 K 9 8 8 7 6o--1
l�
' 7J' 1J' 1J' lJ' N'p fI•
HEMINGWAY J0 DRIV
S1 JO.00' —
OUTLOT W s�s000'oo0wor D� eo
2B4O96 ACRES p pp
°0 1 � 13 14y 15 16 A 17
N90'00'00"E
""a 69zeo• 70• ev an•
(1.79.40' IJ�-79' D9.5 TY 59� i(T�.�9' .1�.90' ed 9d TO• n' 11.!• ls' �
._ J80.00'
N90'00'00" �\o
I" '.'®� 1 9 $� 4 z 3 2 ° 1 ? 24 23_h 22 21 � 20 0\ 19
CL CURVE DATA: IN 1 �, c_rs h c�14.m x vi `17 n� n� ^ I > o ^ ,\5 p
u.a4e sr
CURVE A ze . Ix' '1 '7 c-r 3 Q J !6• �7d ro• P' .
p - 45'00'00' ,d 6 C Sy6� 1 J ✓f'�16, J� 6 p
R= 100.00' 379pJ. o- °0 0 CLEMENS BOULEVARD
r= 41.42• 2 1r}ix-ss ,M1. eyl�' g, o, J— —
C 78.54• �$13 qn �' o, p'y) o ry O LOT B
CVRVE B I�nscs sf �'8 „ 7!' n• e!• ro• ]d 5 7a ro• 73•
N =4.&0'Od 126.64' 'v (7
R-325.00' h N9a00'3 r eo�
T- 04.62'
L -255.25'
LT 71 7.45 O",.`tn,'z4.s 1Iz�.so1r xo 4I, „• �' NZ I !1a7 1
]O8s•♦� o�1 9
A
JA^
O2 78d-17 0•A II 29• PO30
6 5
CURVE C
A -Jf21 J4'
27
R_325'oo 66.27' �j 7s•
25
r 97.2J' ro• ro'
7B6 3 J
000' 2
cuaufD 15 14 2 3 4 5 6
o -45'00'00
R 269.0T N90'00'00"W
�21i.JJ Y 7 m•
OULEVARDWILDE B8 L`
w
$ x vA4n sr� p 57a'46' o h Ql ; LOT A LOT Z A
p
c,o
^t,64�
156J,J'31 W m ! IJ J' '� 5\ Z �
Nt68Y4Sg" 7 X s655e2`W „ %' 9 1� 10 11 12 R 13 17�� 16 y wy 15 14 13
6 � �
Ly Q
�t
7500' 75c'0' _7J2.60'• 6000 1J0.00' 1!S• )S• ]d 7d 75' ]T 1.
Sed PUT ea//owY_1421
1400.60' 32 31 1235.00'
N90'DO'00"W 36 2 14 N90'00'00"W 13 12
E
D too BAR SCALE 400 P `� \\\\g11N11NIf/yy 'i
O GJ 50 200 �(i�� •��♦� i
NOTES.' • i
THIS PLAT HAS AN ERROR OF CLOSURE,OF'LESS THAN 1.0 FEET/N _� BARRY A. ,c=1000.0 FEET _
CLOSURE OF LESS D THAN 1.'0 FEET IN 5,0000 FEET.EACH LOT 1*77HIN 7H/S PLAT AN ERROR OF 3 BISHOP ::5 E
ALL CORNERS HAVE BEEN MARKED WITH AN IRON PIPE OR FOUND Z 3169 ;m a
AS NOTED. PLASTIC IDEN77RCA770N CAPS HAVE BEEN PLACED IN
ALL IRON PIPE. i
SOIL BORINGS ARE REOUIRED/At AREAS WI7HIN THE SITE WHICH HAVE
BEEN IDENTIFIED AS HAVING SOILS THAT MAKE CONSTRUCTION OF
BUILDINGS DIFFICULT.
SIGNED:
BARRY A. BI HOP, L.S. 3 169 DATE
UTILITY SYMBOLS BY CERTITY THAT THIS LAND PERSONAL SUPERVISION AND THAATA INM A DULY UNDERT WAS PREPARED BY ME OR Y
LICENSED LAND SURVEYOR UNDER THE
DIRECT pPi uaa Nqo
LAWS OF THE STATE OF IOWA. LICENSE RENEWAL DATE: 31 DEC. 1998 aj
WATER MAINS W
SANITARY SEWERS S BY: BARRY A. BISHOP 515-276-0467 $ 3t6a
STORM SEWERS Sr DATE: OCTOBER 6 1998
TELEPHONE CABLES T �•� lour.
ELECTRIC CABLES E SCALE: 1"_100' SIGNED: 44st L��
FENCE LINES "—'•— FOR: HUN2/KER DEVELOPMENT CO., L.C. BARRY A. BISHOP, L.S. 3169
PAGE THREE OF FIVE
gs - 18275
BISHOP ENGINEERING COMPANY , INC . , 3501 104TH ST . , URBANDALE , IA . , 50322
HILLSIDE SUBDIVISION FOURTH ADDITION
AN OFFICIAL REPLAT
O
0
O N 114 CORNER
Al FOUND
7, TBJN. R24W
FOUND 'S7EELE" NAIL
0
0 ;\ 1 1 MFR`SO � 19
Jep 1 2 20 21 22
3
5 0 10
g 4 Q3 RiVF
7 ��" 34 oe
8 p 32 31 30
O.L. 'Sr p\ CITY PARK 6 35
O � lin.lr
N, ono.e
�'R.1o1l.an•
may maw m.4r L-2e24'
A(- CH-2e u
R775e'7PE
15 16 17 R
W
THACKERAY IS g r� ,a.a� PEAEM
DRIVE LOT B ? ROIOYMY EkSEWD`T
010, OUTLOT W
B 28.096 ACRES
20 19p185
0
o
ti
0lkl LOT LINE CURVE DATA•
CURVE NUMBER ARC CHORD CHORD SRO RADIUS CL CURVE DATA:
C-1 106.OX 105.44' N79'J 1'J4'E 290.00' CURVE A
4, 4T00'00'
C-2 106.03' 105.44, N56J4'4IT 290.00' R 100.00,
C-J.1 15.71' 15.71' N46JJ'0B'E 190.00' r- 41,42'
C-J.1 122.68 121.82: SJJ'14'56'£ 299.07' L - 7C.54'
° C-4 66.10' 65.96 515'09'58'£ 299.07' CURIE B
C-5 46.11' 46.07' SO475'02'f 299.07' a - 45'00'00'
�4' C-8.1 187.77: 182.98' N22'JO'00'W 2J9.07' R .J25
3 C-8.2 37.58J7.57 N4759'27 E J60.00' L -255.25'
p C-9 88.6J' 88.40' N5602'05'£ J60.00' CURVE C
J0 N N C-10 79.29' 79.JJ' N71 X.51'£ J60.00' o -J7'21'34'
") C-11.1 150.20' 148.53' N59'50'I57 290,00' R-J26.00'
5 p b C-11.2 48.14' 47.85' NJ4'1JJ6'W 128.00' T 91.23
L - 177.W'
2 C-12.1 52.40' 52.OX Nl1'4JJTW 128.00'
C-12.2 508 5.07' N04'05'47W J5.50' CURVE D
C-1 J.1 2J.06' 22.67' N2648' 'S9W J5.50' 0 4s00'
O.L. "X' R -?69.0T
C-1J.2 57.49' 51.94' N17/5'52'W 55.00, T- 111.45'
C-l4' 45.52' 44.24' N34'J7'2J'E 55.00' L 211.JJ'
C-15 45.15' 4J,69' N81'51'D I'E 55.00,
O C-16 69.90' 58.69' 542'2J 29'E 55.DO'
�a C-17.1 66.76' 51.29' S17J8.45W 55.00,
O C-172 28.15' 27.42' S2?4J-11'W J5.50'
�G C-17.J 56.55' 55.11' S22'JO'00'E 72.00' 0 00 BAR SCALE aoo
ey C-17.4 /J2.2J' IJ1.49' N55'Jl21'E J60.00'
C-18 75.26' 75.12' N72'02'02E J50.00'
C-19 75.26' 75.12' N84'00'41'E J60.00'
1 SO 200
928,00'
"d1v 33 1400.60'
N9900'00'W
\FOUNO 161J6
\o y
\ 3 CC w 5
O v' W :D �4
Pp 7 C1 J W ?'� ,`���IIIIIIIIIt11I1//l/I//
I�
a p PJ , pa EN13I1yFF9,���,
LEGEND.- 0�•� �•�9
INDICATES SEC770H CORNER - FOUNO AS NOTEDla: BARRY A. *-Cnlg
Q /NOlcAru PUT CORNER - MUNO AS NOTED NI BISHOP :-
O INDICATES'LOT CORNER- SET IRON PIPE '""y� 316.7 •1�I
P.U.E. INDICATES PUBLIC UTILITY EASEMENT ��0�`
W
1000 /NOlCA7F5 LOT ADDRESS �� •� �
CENTER OF �������u�`••�p��
SEC77ON 7,
FOUND 181J6JN, R24WIle
SIGNED : -B f 9,
BARRY A . ISHOP , PE &rS DATE
PAGE FOUR OF FIVE
9B - 1 B275 (q-)
BISHOP ENGINEERING COMPANY , INC . , 3501 104TH ST . , URBANDALE , IOWA , 50322
HILLSIDE SUBDIVISION FOURTH ADDITION
AN OFFICIAL REPLAT
s
N90'00'00""E
3 FLOW
STORM SEWER SURFACE WATER 892.60'
iLOWAGE k PATHWAY EASEMENT
59.40' 138.19' 99.52' u 112.59'— — 162.B9' 90,
5.00' - - N 1 I h `Q J F• '�°' 5.00,O 1
i N o' to O
j' 9,468 505F4(j� 16 �' R �N 19 NI
14 �' / 5 (j 14.717 SF 1 11,404 SF
I� c^ 15 � 13,756 SF wa I
13,048 SF / C- `/ X` 4709_ I
1 Ls2B6 ?'�6
6 17 r
7a2 a 55 r�-
5 O 18,002 SF ,N-\
I 05ZO�E N F tiR.55.00, �v 00, \ �u� fib' 21a+ O
�� 13 ���`�• ''n roo `,I^ I� Aq
8,669 s-
r
M
1
O ( S.OB' oSQ /0 V g70B`
V -c h 1N
O 1 C-12.2 + ti ILO �o
n C> o ,'1� ,g a�. �� /Z P.U.E. 1 I N
Q I O 9,066 SF �I <� w 16�Ok 500/A�y0 rn pl M 5
1J7.57' o� P1 cAyb / 1j2� �y10,752 SF'�I
6l0,0 S0
66.27 90,
, 3
30'
chi IO 16,938 SFo�b.G��'
TV 5.00' JaE acA 0� �iv 11,613 SF ,� 2 .27'I I.1 6
Iv P.U.E. /a0 �9. h 6Q• \\ 5.oe' 40.00'
s Gv ,°x� N �N o6 k9 N90°00'00"W
/ V / 10 /R '
C� n
�000! \$ \\ \<•� 16,226 SF I I 0
V o p55� 0 P.U.E.
105.2J'
8 574
SF
�, 10� Irvo 17,ea6 `m N18 �i I lrj 0 m
° IN
QA ,
ti tII s1S0.32'
1 h�00
III
(I.I Ov� o6.JJ 10,566 SF .Pl2+4 P.U.E.13,480 SF S83 13'31 W 8'20"W585.0'30' P.U.E.hc1018204 11,690 6N
O 20.00' STOR EWER k O 10,370 $F 00500, SURFACE LOWAGE
'
u. 75.00_ _ 75.00' ' Ens M NT 132.60' J 60 00' L I 1 J0.00' 165'
PLAT BOUNDARY = J+42.J7 -
BAR SCALE
0 100 400 .�``°�a,��pL ENGtk"
V J. ••
50 200 =o: BARRYA. ';c
Ems! BISHOP
y; 31659
yvij. :�O a
SIGNE �10 71*4 /OWA
BA R R Y A, BISHOP, L.S. 3166 DATE "ur,,,,,,,,,,,,,,,,rr�`
9 Q _ 1 a 2 7 5 PAGE FIVE OF FIVE
� v