HomeMy WebLinkAbout~Master - Hayden's Crossing, 2nd Addition L
w " FINAL PLAT
HAYDEN'S CROSSING SUBDIVISION
SECOND ADDITION,AN OFFICIAL REPLAT
0 al AMES,IOWA
N89.56'55'E N89'5'28'E
N 89'56'SS"E 5 845fi'S'W 957.88'(R) N 89.5655"E 2]'31 S W03'39"E
82.53' S 89'S6'S5"W 90].93' S5.17 55.91' S 89.55''28'W 560.41)
N e9'S6'S5"E N 89'S6'S5'E N 89'56'55"E N 89'56'55"E N 89'56'55"E N 89'56'55"E N 89'S6'S5'E N 89-56'55"E N 89'56'SS"E ______N 89'S5'28"F N 89'55'28°E
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O6,•y 0.252 AC �I o^a a 4+g q o 0 0 g w o 0 o G o h o ° LOT 20
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000��s h h 4 O O 4` /� �� 190]IEOPOID DR. ,y $"'"00
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L LSI 589'S6'39"W 589'S6'39"W S89.56.39"W 589'S6 W S89'S6M"W 589'S6'39"W 589'S6'39'W 589'S6'39'W 589.56.39"W S89.56'39"W 589'56.39"W L 69.357 SO FT If
I q1 10'
e4 � QT N89•S6'39"E I N89'56'39"E LEOPOLD DRIVE N54.17'44"E / L-v ry
Qf'c- 1 t 2500, 589'S6'39"W 589'S6'39"W S89'56'35°W N89.56'39"E N89'SW39"E / LOT 21
L Qt 25.00' 8253' 19M LEOPOLD DR. �a S 67'20'34"W
Jd C�4 T 80.00' 46.52' S5.]0' ]8.04' 85.54' _ G0 j '1' 16,6995Q Ff - m P.
C L ° N O'02'49"W I N 89'S539"E N 89'S6'39°E N. E N 89'SG39"E N 89'S6'39'E N 89'S6'39"E 245.94' _ - •TS 44.13'
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4 C Ci O t o a I �23'ACCESS& JE''0 OUTLOTc ('I --- y \ h-J N89'ST13"E
c- QL Qt CL ya S'- CL 20.06• 1 8. 8 I I I S.T.E p�,- Q'y1 NA �V' z005 A-...DR. -- \ � JSL,\ �Oy. 114.66
L° LY L-�Cn I L I °e ."" v'�y 0.312 AC
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Q NOTAPARTO THISPLAT 1S'ATTC);-iQTJ 'zE" a°t pQ Ceti I FND3/8°PIPE
Q $r v pC♦� Cps `'•C�\' `,V\ .C.�O •fF NOTES:
"p 4- 1. HAYDEN'S CROSSINGT 1/40FS SUBDIVISION,SECONDADDITION,IS IN THE
ryj bc •,�\- s' ;� t NORHWEST I/40FSECTION 22-84-24.
' wNo- So.03'21"E NO'03'21'W 2. THE NORTH LINE OF OUTLOT C 15 ASSUMED TO BEAR N89=56'39"E.
H sty" 2.]r 2.77' 3. TOTAL AREA OF THE SECOND ADDITION 1512.010 ACRES,OR
t 523,166 SQUARE FEET.
SW CORNER LOT II Qp� wNs 4. SOIL BORINGS ARE REQUIRED IN AREAS WITHIN THIS PLAT WHICH
14AYDENS CROSING Otp t�
O N OF HAVE BEEN IDENTIFIED BY THE CITY OF AMES AS HAVING SOILS
HRSTAODRION AUDUBON DRIVE pPt THAT MAKE CONSTRUCTION OF BUILDINGS DIFFICULT.
N 893413 W N=3489591.44 N
n E-083309.2o d°tp S.
COORDINATES SHOWN ARE ON IOWA STATE PLANE COORDINATE
SYSTEM,IOWA NORTH ZONE,NAD83.
ry 5 NOTAPART OF THIS PLAT _{. 6. THIS SURVEY MEETS OR EXCEEDS IOWA CODE 355.8(15)
u C` PARCEL CURVE DATA
c �` 7. LOT A,CONTAINING 10,9985QUARE FEET IS TO BE DEDICATED TO
Yo .," U� �`:`�� 'in'�♦O�. 1� -�l` �• V n` SEGMENT LENGTH RADIUS DELTA CH LENGTH CH BEARING THE CRY OF AMES FOR STREET PURPOSES.
Z ¢ ���• C` O ;♦° 8. LOT B,CONTAINING 69,357 SQUARE FEET IS TO BE DEDICATED TO
W i �`- AyC `��, �F C3 19SO 157.59 7.11•S9' 19.79 N86.52'04°E THE CITY OF AMES FORSTREET PURPOSES.
Q 99.51 157.59 36'30'42" 9736 S72R2'42"W 9. EASEMENTS AS SHOWN.
10. STORM SEWER EASEMENT OVERALL OF OUTLOTS A&B.
Z z C3 63.71 85sO 42-41'42' 62.25 53]'s6'S3"W 11. CONSERVATION EASEMENT OVERALL OF OUTLOTS A,B&C.
0 CA 1739 85M 11'39'23- 1736 55.46'201W
0 U 0 C5 17.32 IQZO 7'03'43" 1731 N3'28'30"E M ND3/8°PIPE aLEGAL DESCRIPTION
0 /Y 33.65 140.50 13'43'24" 33.57 N13'S2'04"E
T to V�1 TEL OF OUTLOT%X,AND OUT ADDITION
AND OUTTHE CITY
O HAYDEN'S
S
La+� w n 3.2e 59.50 3'09'23" 3.28 N88.21's7°E CROSSING SUBDIVISION,FIRST ADDRIONTO THE CRY OF AMES;
O 08 64.o 59.50 62'14'25" 6150 N55'4U'O3°E AND ALSO,
O 40.59 59.50 39'05'12° 39.81 NS'lp'13"E
° , w Clo 79.85 59.50 76.53'46' 73.99 N52.59'16'W PARCELWAND PARCEL'C'IN THE NORTHWEST QUARTER(NW})
al 8692 59.50 83'42'12" ]9A0 546'42'45°W
l7 OF SECTION 22,TOWNSHIP 84 NORTH,RANGE 24 WEST OF THE
Et W STH P.M.,STORY COUNTY,IOWA
LEGEND C1z lS.S9 10.50 eSWW 1420 54r24.31•W
[� it FOUNDIf,"REBARWITHYELLOW SET SS%"z24"REBARWITHYELLOW here cttifythatt andsurve in d4cumem was
PLASTIC CAP#17535,UNLESS PLASTIC CAP#17535 Prep' dby me and a rs a w4 as peHvrmed FINAL PLAT OWNER AND REQUESTED BY:
byme r nder my ecl final supervHl and tha I
OTHERWISE NOTED. 6 \aLlsi'D' �,,, ,ma Fy°Ilee M a yar, derthel dine HUNZIKER DEVELOPMENT COMPANY,LLC
FOUND FOUND SECTION CORNER YELLOW PLASTIC CAP#11775 5 ,' � S1eOf1pxa HAYDEN'S CROSSING SECOND ADDITION
'Z z a W.; 105 S.16TH STREET
�� 4) < O SE72h"x24"REBAR WRH YELLOW (R) RECORDED DIMENSION IS EUGENER. '^� AMES,IA SOOlO
V] W }m PLASTIC CAP g17535 DREYER ' _ EUGFNE P.OM.,
17535 !{/ sxFEr N 0 w 120 P.U.E. PUBLIC UTILITY EASEMENT �>� ff REG.NO. DATE: g O LTO N 8r. M E N K, I N C_
2 HORIZ. �'9i,.k\..�./' sC� MY LICENSE RENEWAL DATE IS DECEMBER31,2016 AAAA
'J CV Q ® S.T.E. STORM SEWER EASEMENT yOWP \00` /'ll' Consulfing Engineers & Surveyors
d SCALE FEET J'2�7/OxHHLOssss PAGES OR SHEETS COVERE08Y THIS SEAL: ,I11 2]30 FORD ST,P.O.BOX 66B-AMES,IOWA 50030
^"' w LU PED PEDESTRIAN EASEMENT THIS SHEET by Ph°ne:(515).233-6100 EmaR:Ames@b°k°n-menkcom
0.0e°1rm BMenk 1"c 242 N _ www.bvkvn-menkmm
HANUNI1U131997Ta\CAD\aPL109neFINALPut-]xP.ewe 11/)/]o1s 12%l PN. 1-13.1101 Ft3.1-