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!1!!lISIII Des AUit1P$r .+J�Wtt rtrm[[w[s roo .TAmL>•aK:a..r m.<c Aa srs_a,e-a.n � AN OFFMAL REPLAT 950383-+57
� f% � SN[O , OT,
Joel R . Romey , Bishop Engineering Co . , 3501 104th Street , Urbandale , IA ,' 50322
O.L. B CITY J�ARK 9 COLLEGE CREEK D ELOPMENT FIFTH ADDITI
��•( N Q \ Q N f!4 CORNER g 6 N89.3 125•``Q
SEC7•lON 7, T83N R24w C
F \R '( \ •�I Q \J �� •—POUND "STEEL NAIL 596.43
360.78'
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133.67 54.70 ;� 12,334 SO.FT y9°
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149• SOUND J J.9 9.375 sO.FT. I n
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279 3' o o (STATE PLANE COORDINATE) 125.0_ O
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O WNER.DEVEL OPER CENTER OF
HUNZ/KER DEVELOPMENT CO. L.C. O SECTION 7, 783N, R24W O o 7
FOUND//6136 O' C
1 ry 3468818.62 N O C
4870f25.07£ �'O11.250 SOFT'
105 S. 16TH STREET a o I
GI �: 2 6 (STATE PLANE COORDINATE) 1 i
AMES, IOWA 50010 25
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oo° 350.61'
°n
440.60'
D A U N T L E S S 33
Uis4op KnIgimerring Tompang UTILITY SYMBOL
.j WATER MAINS
3501
1II4t4 �trPPf SANITARYSEWERS
® 539 �� STORM SEWERS
±f��Jp� �r TELEPHONE CABLES
Aoines, ��� FENCE RILINES
�LES —1
HILL VIVE 94/9,0ivl9ioly 51xrN A ml71oN. AHE.5 5;,Wy CdUN ry/f1, Pa9e 2 v{�¢
Joel R . Romey , Bishop Engineerin Co . Inc .
9 , 3501 104th St . , Urbandale , IA , 50322
T FIFTH ADDITI
12s'E 9
35 32 31
43;';� aJ
236.25'
p� l 44.73' 94. 13'
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L.66� HP MINGWA Y\ DRI =�: JOEL R.
_U ROMEV :0
19 12971 •
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Q /','Hr 75.7g' 85.00' 85.00' 75.00' js ® ° °'° 3
Q76,27 ', 10.00' .j. ✓�aAi'0o° oo° ����
2 ANCr " 11.023 50.FT. 7 e5po�oM1 70.00 �F \� G Wy/k��7f l�W►A
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---5-9-.-4'
STORM SEWER,) 3
0.00 -
75.00'
--
1
SURFACE HATER FLOWAGE,O
V 24 'O ' SANITARY SEWER,
, tr, Lq I - I O p, i AND PATHWAY EASEMENT
87.19I , �. ^.k i ^I
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- ---- O^--- 14,731 SOFT. O
12 15---- � � ' � �° 25 14
100 9,930 SO FT, ��� J5 0• ? ' 14.860 SO.FT. ^�I
I q h IW 17,162 SO.FT r ?•
i�5.00'F>,(1C. ZI �O i ^' 12 10 9�•S. f-1500• 5�
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Im 10.000 50.FT �I Im �; Iro io,0oa so.Fr �; 1 1 ti o o�h I �; 110.905 SO.".
125.00' ; �° I 5.00v.UE.- t N" \
i 125.00' 108.78' t � I �M
N 90'00'00' W I I 1 N 90'00 00 W , 1 N 90'00 00 �, R;5 5D R✓ss°• 7 / 116.99' O
I 13 L=5.6 126.64'
q- II � N 90'00 00 W ' -,
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U7 i i 0o i 1 ih z 1� 9,200 SOFT, n1 t\
125.00' 1
1 I 125.00' 1 ' 123,20' I Io y 2
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I ^; 9,375 SOFT. I 9,140 SOFT QI 1� 2. q i0 8,624 SOFT, n1 n00
725.00 1 W I I 1 �10.00'PUE m 1 � °m
125.00' 723.20 123.20' O N 90'00 00 W N 90'OC'00" W N 90'00 00 W-,l I 1 N 90'0123. 0, "W ,
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h1 m 1° l0,898 SOFT. hi 1 1
1rn 11,250 SO.FT. 1 ° o v 1 Q N o
I i°j , Oi 1 11,150 SOFT. -'i i 11,OB8 SOFT. I'ri o°p
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- i✓o0'00'00�Y" - C
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�. L OT A (PUBLIC STREET) 42,920.0 sq.ft.
35.00 90.00 I o 0-? C-1 , ft
N90'00'00'DV ------ - ---- a.no' G 00' 65.00' 65.00' 70 00' 60.76' L=6 9 9 2��
- - -- -- -----
5CJ2 _-
------ 0.00' I�10.00'PUE 25.00' _
3 25.no' BLS I 1 r------ ------ BUILDING LINE L=9-- --
I ? p'O° � 1 4 14 1y ® 3--6902 3 4 -- 3 4
o o= ® ® 10
ho T z °` 6 .5' 4 3 2 ° 1
071,250 SO.FT. �''11 OJ I ej , �I �O 11,250 SOFT.ry O ^1 O v1
O I 1 O ,"• O 8,125 SOFT, O4O'f25 50.fT.n O 8.750 SO.FT
= 1 , �• i I O � O o �8,750 S0.FT��8,634 S0.FT i
2 i (kt
1 1 601 Q'9 ' I 20.STORM SE R Al
1 q r-I------ - SURFACE WATER i I b
9000' I ' i FLOWAGE EASE N7t ICY)
----=--- --- -� -` 1--9D_OD_' 65J1Q- - - -�511Q--- -----L0_00---� - -712,00L 5JA- - o- 75.00'
928.01' 590.00' C
33 60•00' N9(i'0000'W S U B D I V I S 1 0 N F I R S T A D D I T I O N
32
UTIL.I T1'' SYMBOLS I HEREBY CERTITY THAT THIS LAND SURVEYING DOCUMENT WAS PREPARED BY ME OR UNDER MY
DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE
WATER MAINS W LAWS OF THE STATE OF IOWA. LICENSE RENEWAL DATE: DECEMBER 31, 2001 ``C1N" CD
SANITARY SEWERS S BY:
STORM SEWERS ✓OEL R. ROMEY P.L.S.
. TELEPHONE CABLES 75 12977 DATE; OCT09ER 12, 2000 SIGNED: 9, .'�•ELECTRIC CABLES E
FENCE LINES SCALE: 1"=50' ✓OE[ R. ROMEY P,L.S ,., a Q�
FOR: HUNZ/KfR Of✓ELOPMENT CO.. L.C. PK 515-276-0467 fir oN4L°T�,py 11/1-4SADE S66801V15/0ff/ 51XTy ADDITION, AMES,STORY COUit/TY. /�f_ _0� T^10 t.
Joel R . Romey , Bishop Engineering Co . , Inc . , 3501 104th St . , Urbandale , IA , 50322
31
3'
0 0
\C \ HILL SIDE SUBDIVISION SIX TH ADD/T/ """""
6 .•° ••°
AN OFFICIAL REPLAT o; JOEL
=V ROMEY :O
yJ' 12971 •�
•
35.0 .• N.
GAf
WA Y�\ DRIVE ••......•
D! O PROPERTY DESCRIPTION
THE PLAT OF HILLSIDE SUBDIVISION SIXTH ADDITION, BEING AN OFFICIAL
REPLAT, IS DESCRIBED AS 'OUTLOT 'V"/N HILLS/DE SUBDIVISION FIFTH
85.00' ' 1 85.DO 75.00' ADDITION, AN OFFICIAL PLAT, NOW INCLUDED IN AND FORMING A PART
10,00 I OF THE CITY OF AMES, STORY COUNTY, /OWA.
v1 I
SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITY ANY
�I 1
F� F\2 2 O I O AND ALL EASEMENTS OF RECORD.
O
E 2 3 2 4 O SAID TRACT OF LAND CONTAINS 17.287 ACRES MORE OR LESS
I I�
)1 15.00' I
-, I I
N9b' 0'E LOT LINE CURVE DATA
44' 24
--- 59.4' C £hJ ARC
chim
1-- - B5.00' -----r-75.00' --- ---- 75.00'---------- Cl 6799 6789' NB3'0706'[
C2 9.24 9.24' 589,1553'W
W JO.00'STORM S£14ER, ' 1 C3 77.57 77 3J
SURFACE WATER FLOWAGE,�' 58270'15'ti4'
S4N/TARY SEWER, Oi C4 24.59 24,58' S03'11'38'W
24 O N AND PATHWAY EASEMENT j 15 C6 56.22 58.05' N 13'56 5B 2,
25 0 2.17' 2,17 522'OD'16'li
14,781 SO.FT, ^O; h \ C7 60.28' 59.91 Nf0'4570'E
14,860 SOFT. CB 28.15 27,42 N22'4J'12'W
s - 1500• 14 C9 5.6B
y 5.68 542''8 50 E
•�� 7�5:""--- A.�� �2�' g2 J C/o 73.62 68.25 S01'1020 E
j S6 g�1� C \ 5�5 C11 56.95 54.44 N66'50'17 E
1� I T O C12 49.30 47.67 N57'49'15'1N
/ h1 0�8S' C73 74.47 68.91 NOF'3858'E
6 �I C74 6.84 6.B3 S39'5523'1Y
Lp "�I O C75 21.32
110,905 SOFT 1 3 i 21.D0' S17'12'11'1�
I q� ``
L,,z;6.84' I Cv\ ^NOT£S-
5.6 `' R35 50 e'f'•'so. / IT 6.99 'O 4 �THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 1.0 FEET IN
126.64
90'00 00 W O•J 10.000.0 FEET AND EACH LOT WITHIN THIS PLAT HAS AN ERROR OF
O CL OSURE OF LESS THAN 1.0 FEE7/N 5,000.0 FEET.
1 56.I00' f I i r`ALL CORNERS HAVE BEEN MARKED WITH AN IRON PIPE OR FOUND
27 p, I AS NOTED. PLASTIC IDENTIFICATION CAPS HAVE BEEN PLACED IN
�; 12 ; ALL IRON PIPE.
I
1 ;'n I Q' 9,200 SO.FT, `I v Z r , SOIL BORINGS ARE R£OVR£D IN AREAS WITHIN THE SITE WHICH HAVE� I
BEEN IDENTIFIED AS HIVING SOILS THAT MAKE CONSTRUCTION OF
I�
)0 W h �' 12J.20' \ BUILDINGS DIFFICULT'
N 90'00 00 W
Z1 �, r-1(J.00%?U,E. I \ /•/. CENTERLINE CURVE DATA
28 Oi 2' o /
ul Iuj o,� to O.O '\ CURVE A CURVE O
8,624 SOFT. �i ��� 1 1 '\ / L1=5175'15" L)=2!'3Q 39"
ml \ I �� X T=209.32' T=36.20
0• 2 i Im 5.00'P.U£.�� -Cp0 0 \ R=4J4.74' R=190.5¢' Z
-r 123.20' O 7' / \ L=JB9.J6' 1=71.54 {.
N 90'00.00" W 'A CURVE 6 CURVE E
ti I °o A^ 7 " /Yf \ 0=0/'35 39` n,=00'2J 55" _
I Ly I t� _ i `/ '\ T=14,12'
I I�n O o�� oJ� 10 N! N a �y "� R=1015.06' R=156,Q4'
I h1�1p lO,B9B SOFT, Oi O / M1 \ L-28.24' L=1,09
CURVE C CURVE F
i { L 5 !�i`" • 6=13'386" Q=23*05 76"
0 00 of �- T=38.87' T-31.88'
----F .54
00' _ c _ 7 R=J2500' R=156.04'Z 46,560 (- L=77.J7' L=62.89'
LEGEND,
10+00 `I$ 74.56••'9,r00 I CURVE C o -/ $8' O^ INDICATES SECTION-COR::ER - GOUNO A`, NOTED
N90'000O�Y� q CL CURVE•DATA: P 8 O INDICATES PLAT CORNER - FOUND IRON PIPE
In=JI%�1 J4" No. 3169
g,29 =g r2J O INDICATES LOT CORNER - SET IRON PIPE
)_ LL? (`-1 7 �R=325.00' No. 12971
7000' 60.76' L-_6799 ' P,U.E. INDICATES PUBLIC UTILITY EASEMENT
I
----- =--- '"' `i L=177..88'
----- --- ' 4000 INDICATES LOT ADORE SS
-- --4828 4822 I 1 0
GRAPHIC SCALE
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DPIVINO N.
0, N '97-30P �)
V I S 1
F !�1�R,.-S T ;CD D I T 1 0 N 31 '97-15P
95-35PCID
92-43P
92-22P 9/1
(ING DOCUMENT WAS PREPARED' Y•,ME-OR:UNDER..MY' i ' J J
14M A DULY LICENSED:,I;AND SURVEYOR UNDER--THE:' "`'` jo�`��sPP'4fy 2 DP,YINC W.
LICENSE RENEWAL-DATE: DECEMBER 31, 2001 ° r
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12971 ENDER REVIvoNs w,E e,.
919
SIGNED: 0- PPOIECI: HILLSIDE SUBDIVISION
PH
-E R, ROM£Y P.L.S.PLS ass, ID.. SIXTH ADDITION 3 0 P
H. 515-276-0467 °iGJ Lµo �®
AN OFFICIAL REPLAT 990383-157
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