HomeMy WebLinkAboutA004 - Purchase Agreement with Iowa State Ready-Mix Concrete, Inc. r
instrument:2015- OOOI IA42
f1 Date:Nov 13r2015 09:51:55N
D Rec Fee: 40.00 E-Com Fee: i.00
t; Aud Fee: ,00 Trans Tax: .00
j� Rec Management Fee: 1,00
/ Non-standard Page Fee: ,CIO
Filed for record in Dtory Counter Iowa
Stacie L. Herrid9er County Recorder
Prepared by:JCG Land Services, Inc., 1715 South G Avenue,Nevada, Iowa 50201 (515)382-1698
Return to:Ames City Clerk,City Hall,515 Clark Avenue,Ames, IA 50010 (515)239-5101
Page 1
PURCHASE AGREEMENT
PARCEL 2 CITY Ames
PROJECT JL-0155(670)-7R-85 ROAD Ames Skunk River Trail
SELLER: The Rasmussen Group, Inc. f/k/a Iowa State Ready-Mix Concrete, Inc., an Iowa
corporation
THIS AGREEMENT entered into this y day of ,l 2015, by and between Seller and the CITY OF
AMES, IOWA, Buyer.
1 a. SELLER AGREES to sell and furnish to Buyer a conveyance document, on form(s)furnished by Buyer, and
Buyer agrees to buy the following real estate, hereinafter referred to as the premises, situated in parts of the
following:
A Parcel of Land Located In Lot 1, Iowa State Ready Mix Subdivision and Lot 6 of Sondrol's Subdivision,
in the County of Story , State of Iowa, and more particularly described on Page 4,5 & 6, including the
following buildings, improvements and other property:
All land, trees, shrubs, landscaping and surfacing attached to the premises sought and described herein .
1 S-F-=1-1-F-=R AGREES to convey to Buyer all of Sellear's rights of d'reGt access from the pFemises to
Highway eXGepting and reserving to S-ialltar thp- right of aGGelslss at the fell
loGatoons:
1 c. SELLER ALSO GRANTS to Buyer a temporary easement, more particularly described on Page 7&8,for the
purpose of shaping and grading, and as shown on the project plans for said improvement. Said temporary
easement shall terminate upon completion of this project.
1d. The premises also includes all estates, rights, title and interests, including all easements, and all advertising
devices and the right to erect such devices as are located thereon. SELLER CONSENTS to any change of
grade of the street and accepts payment under this agreement for any and all damages arising therefrom.
SELLER ACKNOWLEDGES full settlement and payment from Buyer for all claims per the terms of this
agreement and discharges Buyer from liability because of this agreement and the construction of this public
improvement project.
2. Possession of the premises is the essence of this agreement and Buyer may enter and assume full use and
enjoyment of the premises per the terms of this agreement. SELLER GRANTS Buyer the immediate
possession right to enter the premises for the purpose of gathering survey and soil data. SELLER MAY
surrender possession of the premises or building or improvements or any part thereof prior to the time at
which he has hereinafter agreed to do so, and agrees to give Buyer ten(10)days notice of Seller's intention to
do so by calling Buyer.
3. Buyer agrees to pay and SELLER AGREES to grant the right of possession, convey title, and surrender
physical possession of the premises as shown on or before the dates listed below.
PAYMENT AMOUNT AGREED PERFORMANCE DATE OF PERFORMANCE
$ on conveyance of title
$ on surrender of possession
$ 88,000.00 on possession and conveyance 90 days after Buyer approval
$ 88,000.00 TOTAL LUMP SUM
Breakdown Ac./Sq.Ft.
Land by Fee Title Ac. Sq.Ft.
Underlying Fee Title Ac. Sq.F-t.
Permanent Easement 3.71 Ac. Sq-Et.
Temporary Easement .27 Ac. Sq-.F4-
Maintenance Access Easement 34 Ac. Sq-E4-.
' T
Page 2
4.SELLER WARRANTS that there are no tenants on the premises holding under lease except:
5. This agreement shall apply to and bind the legal successors in interest of the Seller and SELLER AGREES to
pay all liens and assessments against the premises, including all taxes and special assessments payable until
surrender of possession as required by the Code of Iowa, and agrees to warrant good and sufficient title.
Names and addresses of lienholders are:
6. Buyer may include mortgages, lienholders, encumbrancers and taxing authorities as payees on warrants
issued in payment of this agreement. In addition to the Total Lump Sum, Buyer agrees to pay$150.00for the
cost of adding title documents required by this transaction to Seller's abstract of title. If requested to do so,
SELLER WILL deliver to the Buyer an abstract of title to the premises. Buyer agrees to pay the cost of
abstract continuation. SELLER AGREES to provide such documentation as may be required by Iowa Land
Title Standards to convey merchantable title to Buyer. SELLER ALSO AGREES to obtain court approval of
this agreement, if requested by Buyer, in the event title to the premises becomes an asset of any estate,trust,
conservatorship or guardianship. Buyer agrees to pay court approval costs and all other costs necessary to
transfer the premises to Buyer, but not attorney fees. Claims for such transfer costs shall be paid in amounts
supported by paid receipts or signed bills.
7. Buyer agrees that any agricultural drain tiles that are located within the premises and are damaged or require
relocation by highway construction shall be repaired or relocated at no expense to Seller. Where Buyer
specifically agrees to construct and maintain fence,the fence shall be constructed and maintained for vehicle
access control purposes only at no expense to Seller. Buyer shall have the right of entry upon Seller's
remaining property along the right of way line, if necessary, for the purpose of connecting said drain tile and
constructing and maintaining said fence. Seller may pasture against said fence at his own risk. Buyer will not
be liable for fencing private property or maintaining the same to restrain livestock.
8. If Seller holds title to the premises in joint tenancy with full rights of survivorship and not as tenants in common
at the time of this agreement, Buyer will pay any remaining proceeds to the survivor of that joint tenancy and
will accept title solely from that survivor, provided the joint tenancy has not been destroyed by operation of law
or acts of Seller.
9. These premises are being acquired for public purposes and this transfer is exempt from the requirements for
the filing of a Declaration of Value by the Code of Iowa.
10. Seller states and warrants that, to the best of Seller's knowledge, there is no burial site, well, solid waste
disposal site, private sewage disposal systems, hazardous substance, nor underground storage tank on the
premises described and sought herein, except:
A./G A",e
11. Buyer hereby gives notice of Seller's five-year right to renegotiate construction or maintenance damages not
apparent at the time of the signing of this agreement as required under Section 6B.52 of the Code of Iowa.
12. The Buyer is granted a temporary easement, as described below, on the Seller's property for the purpose of
constructing a recreational trail.The temporary easement shall terminate 12 months after completion of this
recreational trail project.
13. This written agreement constitutes the entire agreement between Buyer and Seller and there is no agreement
to do or not to do any act or deed except as specifically provided for herein.
r
Page 3
SELLER'S SIGNATURE AND CLAIMANT'S CERTIFICATION: Upon due approval and execution by the
Buyer,we the undersigned claimants certify the Total Lump Sum payment shown herein is just and unpaid.
Tim Mallicoat
The Rasmussen Group, Inc. f/k/a Iowa State
Ready-Mix Concrete, Inc., an Iowa corporation
5550 NE 22"d Street
Des Moines, IA. 50316
This section to be completed by a Notary Public.
Both columns must be completed.
CAPACITY CLAIMED BY SIGNER:
SELLER'S ACKNOWLEDGMENT I INDIVIDUAL
STATE OF % IOWA } X CORPORATE
COUNTY OF Vol ss: Title(s)of Corporate Officer(s):
On this l*day of l) 11r A.D. 2015, before me,the
undersigned, a Notary Public in and for said State, personally appeared I Corporate Seal is affixed
Tim Mallicoat I No Corporate Seal procured
I PARTNER(s):
x to me personally known I Limited Partnership
or proved to me on the basis of satisfactory evidence I General Partnership
_ ATTORNEY-IN-FACT
to be the person(s)whose name(s)is/are subscribed to the within instrument and I EXECUTOR(s)or TRUSTEE(s)
acknowledged to me that he/she/they executed the same in his/her/their I _ GUARDIAN(s)or CONSERVATOR(s)
authorized capacity(ies), and that by his/her/their signature(s)on the instrument I _ OTHER:
the person(s),or the entity upon behalf of which the person(s)acted,executed the I
ins ument. I SIGNER IS REPRESENTING:
I List name(s)of entity(ies)or person(s)
(Sign in Ink) I The Rasmussen Group Inc f/k/a Iowa State
i I Ready-Mix Concrete, Inc., an Iowa corporation
( (Print/Type Name)
I
Notary Public in and for the State of Iowa
SAMH MERRIFIELD
Comrtdaelon Number 703240
My Commission Expires
May 16,2018
BUYER'S APPROVAL
Recomme d by: Acquisition Specialist (Date)
Scott Camp
O.�.yvti �Jo' • // /0 (,
Approved by: Ames City Administrator (Date)
Buyer's Acknowledgement
STATE OF IOWA }
COUNTY OF STORY } SS:
On this I C day of K1L'�Vt_tN X,V, 2015, before my, th undersigned, personally appeared
City of Ames Administrator, v-wy FE . �I ry vP'') known to me to be a
City of Ames Administrator of the Buyer and who did say that the instrument was signed on behalf of
the Buyer by its authority duly recorded in its minutes, and said City of Ames Administrator
acknowledged the execution of the instrument, whose signature appears hereon, to be the voluntary
act and deed of the Buyer, and by it voluntarily executed.
Notary Public in and or the State of Iowa
(NOTARIAL SEAL
o�'Aw.G. Jill L. Ripperger
`f Commission Number 146549
yr it My Commission Expires
�ow� -
,, ,n,,� , . � .�
..,..��...... .....�......,.�... +i,,;r
Page 4
Prepared by Jeremy Soukup, 8191 Birchwood Court, Suite L,Johnston, IA 50313 Phone: 515-254-1393
ACQUISITION PLAT EXHIBIT "A"
PERMANENT DRAINAGE AND TRAIL EASEMENT BEING CONVEYED TO THE CITY OF AMES
SKUNK RIVER RECREATIONAL TRAIL
PROJECT NO.:JL-0155(670)-7R-85 _
- - --_`
PROPERTY OWNER: PARCEL 6 -
IOWA STATE READY MIX CONCRETE,INC.
1109 E.LINCOLN WAY -
AMES,IOWA 50010 _ -- N.LINE OUTLOT 6
'
- -- FND 1/2"IR N 650 44'71.3232 -NE COR
WYC 17161 OUTLOT 6
S 89°31'20"F 419.76'(M)419.8'(R) FND 518"IR
138.00' -
'\-56°15'41"
R=90.00
` L=88.38' 'y
LEGEND +' fo c fin T-08.12' i �h
CHB=N 370 36'41"E i m
58°13'12" n
FOUND SECTION CORNER MONUMENT ���' �U R=66.06 CH=B4.8T t Oip
SET SECTION CORNER MONUMENT I �� T 33.41' N 67°42'3"E /
FOUND MONUMENT ,r��j Q 26°41'44" CHB=N 38°35'26"E 84.62' TRAIL LOCATION
O SET-8'REROD WIYELLOW CAP818900 ti� R=165.00' CH=58.38'
I.R. IRON REROD L=76.88'
I.P. IRON PIPE T=39.15'CHB=N 54°21'11"E �o 11A + EAST LINE
G.P. GAs PIPE i CH=76.18' i 1 4r OUTLOT 6
ENTER SKUNK
(M) MEASURED DIMENSION A=9°42'40" e C
R=285.00' / `�gg�g��1� NOCREEK
SET
(R) RECORDED DIMENSION L=48.31' N 41.00'18"E
/1 14°24'42" T=24.21' ' 126.28'
- - - SECTION LINE R=515.00' CHB=N 45°51'39"E
A+ -- RIGHT-OF-WAY LINE L--129 54' GH=48.25'
EASEMENT LINE T=65.11' EAST LINE
CHB=N 43°30'38"E S�`-N 5.5 145.50'42'S9"E OUTLOT 6
WOC WITH ORANGE CAP CH=129.20'---__- ` �' rl��,1 CENTER SKUNK
CREK
WYC WITH YELLOW CAP =91'1 ' 'f pip^t�� NO PEN SETS
POg POINT OF BEGINNING L=18.43' ���o. - EAST LINE I
A=18°10'14" T=9.24' OUTLOT 6
R=115.00' CHB=N 310 42'45"E CENTER SKUNK
L=36.47' CH=18.41' ' CREEK j
=38.•3�-- " _..__. �- �f---- - N 360 18'17"E NO PIN SET
/_....--- CHB3N l80E 137.53'
i
N 270 7'13".E
A=189 30'44" R 65A0' 45", r��d� c�121.71'
R=85.00' I ti
L=27.46' L=32.01' v 4)
T=13.85' T=16.33' ° Q to -------
CHB=N 460 25'7"E CHB=N 23 31 22" --
CH=27.34' CH=31.68' c I ryCO�gry�`� I
Q=9°2T
R=115. N8°5T0"E
L-18.99' 67.45'
T-9 ' �Q) i TRAIL LOCATION
6=28°0'4" CHB=.52 N 50°56'35"E � N
R=215.00' CH=18.97,--- �' N 370 9'45"E
L=105.07' 25.99'
CHB.6 32°12'39"E i N 550 4U 29"E
CH=104.03' �� 520
a=10°31' N 46°12'4 1"E
R=215.00' r" "O 62.67'
L=39.52' �`�` �' N 180 12'37"E EAST LINE o too 200
LT=19.82' 53.11, LOT 1
CHB=N 120 56 38"E CENTER SKUNK EEK FEET
i4-6667i b�_ 72-
CH=39.47' / NO PIN SET
315.50' 33.10' N.ROW LINE
S 890 10'28"W
N 00 23'14"E 87.21' POB 132.24' E LINCOLN WAY I
- - - -
=4 1174.47' - - EAST LINCOLN WAY
S 890 36'46"E i 300.41T
S 891 36'46"E 2600.92'
S.LINE SE CORNER S 1/4 CORNER
SVO1/CORNER SW 1/4 SW 1/4 SW 1/4 SW 1/4 SEC 1-83-24
SW C SEC 1-83-24 SEC 1-83-24 SEC 1-83-24 FND."X"IN CONC
FND.GIN SPIKE
NU
$ HNw n
w ." n SURVEY FOR:
CITY LA AMES * Foth SHEET
515 CLARK AVE. 2 OF 2
AMES,IA 50010
Feth Infrastructure&Environment,LLG
8191 Bktlmvnd C°wt,Suite L
Johnston,IA 50131.2931
FOTH PROJECT NO. 09AO06-00 DATE: 6/16/2015 Phone:516-254-1393 Fax:51S254-i6/2
Page 5
Prepared by Jeremy Soukup, 8191 Birchwood Court, Suite L, Johnston, IA 50313 Phone: 515-254-1393
ACQUISITION PLAT EXHIBIT"A"
PERMANENT DRAINAGE AND TRAIL EASEMENT BEING CONVEYED TO THE CITY OF AMES
SKUNK RIVER RECREATIONAL TRAIL
PROPERTY OWNER: PROJECT NO.: JL-0155(670)-7R-85
PARCEL 6
IOWA STATE READY MIX CONCRETE,INC.
1109 E.LINCOLN WAY
AMES,IOWA 50010
LEGAL DESCRIPTION PERMANENT DRAINAGE AND TRAIL EASEMENT:
A PARCEL OF LAND LOCATED IN LOT 1,IOWA STATE READY MIX SUBDIVISION AND OUTLOT 6 OF SONDROL'S
SUBDIVISION,NOW IN AND FORMING A PART OF THE CITY OF AMES,STORY COUNTY,IOWA,MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 1,TOWNSHIP 83 NORTH,RANGE
24 WEST OF THE FIFTH PRINCIPAL MERIDIAN,THENCE SOUTH 890 36'46"EAST,1,174.47 FEET ALONG THE
SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 1;THENCE NORTH 0123'14"EAST,87.21 FEET,TO
THE NORTH RIGHT-OF-WAY LINE OF EAST LINCOLN WAY ALSO BEING THE POINT OF BEGINNING,THENCE NORTHERLY
A DISTANCE OF 39.52 FEET ALONG THE ARC OF A NONTANGENT CURVE CONCAVE EASTERLY WITH A CENTRAL ANGLE
OF 100 31'59",A RADIUS OF 216.00 FEET AND A CHORD THAT BEARS NORTH 120 56'38"EAST,39.47 FEET;
THENCE NORTH 180 12'37"EAST,53.11 FEET;THENCE NORTHERLY A DISTANCE OF 105.07 FEET ALONG THE ARC
OF A TANGENT CURVE CONCAVE EASTERLY WITH A CENTRAL ANGLE OF 280 00'04",A RADIUS OF 215.00 FEET
AND A CHORD THAT BEARS NORTH 320 12'39"EAST,104.03 FEET;THENCE NORTH 460 12'41"EAST,62.67
FEET;THENCE NORTHEASTERLY A DISTANCE OF 18.99 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE
SOUTHEASTERLY WITH A CENTRAL ANGLE OF 090 27'47",A RADIUS OF 115.00 FEET AND A CHORD THAT BEARS
NORTH 500 56'35"EAST,18,97 FEET;THENCE NORTH 551 40'29"EAST,52.06 FEET;THENCE NORTHEASTERLY
A DISTANCE OF 27.46 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE NORTHWESTERLY WITH A CENTRAL
ANGLE OF 18"30'44",A RADIUS OF 85.00 FEET AND A CHORD THAT BEARS NORTH 46°25'07"EAST,27.34
FEET;THENCE NORTH 371 09'45"EAST.25.99 FEET;THENCE NORTHEASTERLY A DISTANCE OF 32.01 FEET
ALONG THE ARC OF A TANGENT CURVE CONCAVE NORTHWESTERLY WITH A CENTRAL ANGLE OF 280 12'45",A
RADIUS OF 65.00 FEET AND A CHORD THAT BEARS NORTH 23'03'22"EAST,31.68 FEET;THENCE NORTH 080
57'00"EAST,67.45 FEET;THENCE NORTHERLY A DISTANCE OF 36.47 FEET ALONG THE ARC OF A TANGENT
CURVE CONCAVE EASTERLY WITH A CENTRAL ANGLE OF 180 10'14",A RADIUS OF 115.00 FEET AND A CHORD
THAT BEARS NORTH 18°02'06"EAST,36.32 FEET;THENCE NORTH 27"07'13"EAST,121.71 FEET;THENCE
NORTHEASTERLY A DISTANCE OF 18.43 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE SOUTHEASTERLY WITH
A CENTRAL ANGLE OF 091 11'03",A RADIUS OF 115.00 FEET AND A CHORD THAT BEARS NORTH 31,42 45"
EAST,18.41 FEET;THENCE NORTH 361 18'17"EAST,137.53 FEET;THENCE NORTHEASTERLY A DISTANCF OF
129.54 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE SOUTHEASTERLY WITH A CENTRAL ANGLE OF 14°24,
42",A RADIUS OF 515.00 FEET AND A CHORD THAT BEARS NORTH 430 30'38"EAST,129.20 FEET;THENCE
NORTH 50°42'59"EAST,145.50 FEET;THENCE NORTHEASTERLY A DISTANCE OF 48.31 FEET ALONG THE ARC OF
A TANGENT CURVE CONCAVE NORTHWESTERLY WITH A CENTRAL ANGLE OF 09°42'40",A RADIUS OF 285.00 FEET
AND A CHORD THAT BEARS NORTH 451 51'39"EAST,48.25 FEET;THENCE NORTH 41"00'18"EAST, 126.28
FEET;THENCE NORTHEAST A DISTANCE OF 76.88 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE SOUTHEAST
WITH A CENTRAL ANGLE OF 26"41'44",ALONG A 165.00 FOOT RADIUS WITH A CHORD THAT BEARS NORTH 54"
21'11"EAST,76.18 FEET;THENCE NORTH 67"42'03"EAST,84.62 FEET;THENCE EAST A DISTANCE OF
60.97 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE NORTH WITH A CENTRAL ANGLE OF 58°13'12"
ALONG A 60.00 FOOT RADIUS WITH A CHORD THAT BEARS NORTH 38"35'26"EAST,58.38 FEET;THENCE
NORTHERLY A DISTANCE OF 88.38 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE EAST WITH A CENTRAL
ANGLE OF 56"15'41",ALONG A 90.00 FOOT RADIUS WITH A CHORD THAT BEARS NORTH 37"36'41"EAST,
84.87 FEET;THENCE NORTH 650 44'32"EAST,71.32 FEET;THENCE SOUTH 00,00'12"WEST, 167.87 FEET
ALONG THE EAST LINE OF SAID OUTLOT 6;THENCE SOUTH 57°47'02"WEST,393.00 FEET ALONG THE EAST
LINE OF SAID OUTLOT 6;THENCE SOUTH 461 17'02'WEST,280.00 FEET ALONG THE EAST LINE OF SAID
OUTLOT 6;THENCE SOUTH 260 57'53"WEST,692.27 FEET ALONG THE EAST LINE OF SAID OUTLOT 6 TO THE
NORTH LINE OF EAST LINCOLN WAY;THENCE SOUTH 72"35'26"WEST,33.10 FEET ALONG THE NORTH LINE OF
EAST LINCOLN WAY;THENCE SOUTH 890 10'28"WEST, 132.24 FEET ALONG THE NORTH LINE OF EAST LINCOLN
WAY TO THE POINT OF BEGINNING,CONTAINING 161,741 SQUARE FEET OR 3.71 ACRES MORE OR LESS.
EASEMENT AREAS:
1.10 ACRES TRAIL EASEMENT
2.61 ACRES DRAINAGE EASEMENT
3.71 ACRES TOTAL EASEMENT
rww'r. ,or ily 0Pot for ",wvcvit,q N�i; oror-lrrd
O LAND S �lnri Ih r�.!aL l ;u1� N Iry ,v lltriFrd hV n, rr i�wlrr my ilnr"
?C' GPL 4't�rr_0nn (j,l,l th�i on; n r.Itjl Icfn;c(! Irnul `,,I,"cyor urrinr
c� ALBERT �c !hc <ow, of l'it' _lov. .'f ow.J
p
.IEREMY
SQUKUP
18900 �', L.I_
NOTE:MONUMENTS SHOWN TO HE
SET WILL BE ESTABLISHED AFTER lowA
CONSTRUCTIONISCOMPLETED nr r „_ ;f, - •,.,�, ,± h, ,ll rI
I,
SURVEY FOR:
CITY OF AMES * Foth SHEET
515 CLALARK AVE. 1 QF 2
AMES, IA 50010
Foth Infrastructure&Environment,LLC
B 191 Dirrinw"I Cdirt,Suite L
.Johnston,IA 50131.2931
FOTH PROJECT NO. 09A006-00 DATE: 6/16/2016 PS.,-S75.2S4-1393 Fax:515-254-IG42
4
Page 6
Prepared by Jeremy Soukup, 8191 Birchwood Court, Suite L, Johnston, IA 50313 Phone: 515-254-1393
ACQUISITION PLAT EXHIBIT"A"
MAINTENANCE ACCESS EASEMENT BEING CONVEYED TO THE CITY OF AMES
SKUNK RIVER RECREATIONAL TRAIL
PROJECT NO.: JL-0155(670)-7R-85
PARCEL 6
PROPERTY OWNER:
IOWA STATE READY MIX CONCRETE,INC.
1109 E.LINCOLN WAY
AMES,IOWA 50010
LEGAL DESCRIPTION MAINTENANCE ACCESS EASEMENT:
A PARCEL OF LAND BEING 20 FEET IN WIDTH CENTERED ON THE ALIGNMENT DESCRIBED BELOW,LOCATED IN LOT
1,IOWA STATE READY MIX SUBDIVISION,NOW IN AND FORMING A PART OF THE CITY OF AMES,STORY COUNTY,
IOWA,MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 1,TOWNSHIP 83 NORTH,RANGE
24 WEST OF THE FIFTH PRINCIPAL MERIDIAN,THENCE SOUTH 890 36'46"EAST, 1066.16 FEET ALONG THE
SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 1;THENCE NORTH 00 23'14"EAST,84.91 FEET,TO
THE NORTH RIGHT-OF-WAY LINE OF EAST LINCOLN WAY ALSO BEING THE POINT OF BEGINNING,THENCE NORTH 000
00'00"EAST,172.14 FEET;THENCE NORTH 721 17'58"EAST,278.15 FEET;THENCE NORTH 551 40,29"
EAST,26.11 FEET;THENCE NORTHEASTERLY A DISTANCE OF 24.23 FEET ALONG THE ARC OF A TANGENT CURVE
CONCAVE NORTHWESTERLY WITH A CENTRAL ANGLE OF 180 30'44",A RADIUS OF 75.00 FEET AND A CHORD THAT
BEARS NORTH 460 25'07"EAST,24.13 FEET;THENCE NORTH 370 09'45"EAST,25.99 FEET;THENCE
NORTHEASTERLY A DISTANCE OF 27.08 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE NORTHWESTERLY WITH
A CENTRAL ANGLE OF 280 12'45',A RADIUS OF 55.00 FEET AND A CHORD THAT BEARS NORTH 23'03'22"
EAST,26.81 FEET;THENCE NORTH 081 57'00"EAST,67.45 FEET:THENCE NORTHERLY A DISTANCE OF 39.64
FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE EASTERLY WITH A CENTRAL ANGLE OF 18°10,14",A
RADIUS OF 125.00 FEET AND A CHORD THAT BEARS NORTH 180 02'06"EAST,39.48 FEET;THENCE NORTH 27°
07'13"EAST,69.70 FEET,CONTAINING 14,610 SQUARE FEET OR g.34 ACRES MORE OR LESS.
i LEGEND
A'Vq� TRAIL LOCATION ♦ FOUND SECTION CORNER MONUMENT
Q SET SECTION CORNER MONUMENT
69.70'--� FOUND MONUMENT
-Q=18°10'14" 5
N 8°57'0"E / R=125.00' SET H'REROU W/YELLUW CAP#1HNIX1
67.45'-- L=39.64' I.R. IRON REROD
/ N 370 9'45"E T=19.99'
CHB=N 181 2'6"E I.P. taoN PIPC
25.99'-\! CH=39.48' G.P. GAS PIPE
• N 55°40'29"E \ 1 (M) MEASURED DIMENSION
�1 26.11' I \ ,Q=28°12'45"
R=55.00' (R) RECORDED DIMENSION
N 72°17'58"E 1=27.08' -- - --- SCCHON LINL N
278.15' T=13.82' -"AV— RIGHT-OF-WAY LINE
CHB=N 23°3'22"E
CH=26.81' EASEMENT LINT
--A=18°30'44" WOC WITH ORANGE CAP
R=25.0023' WYC WITH YELLOW CAP
�'� d 0 100 :0(1
� N 0°0'0"E T=12.22 POB POINT OF BEGINNING
r 172.14' o CHB=N 461 2/� 7"E - - ---
CH=24.13
Ff __.._...
r.T
207.172' -
.--N 00 23'14 C `�___N.ROW LINE
POB
84.91' E LINCOLN WAY
�
- i 1066.16 i EAST LINCOLN WAY
S 89'36'46 E 1300.46' S 890 36'46"E 2600.92' /
S.LIN E -SE CORNER S 1/4 CORNER
W CO 1k SW 114 SW 114
S CORNER SW SW 1/45EC 1-83-24
SW CO SEC 1-83-24 SEC 1-83-24 SEC 1-8;3-24 FND."X"IN CONC
FND.GIN SPIKE
wi ,I4 ww j;r,I .rnt=r1 h wP r ufld(l .IV iirerJ
RG x r ur ,r, ry �iu !Imt I .,n n :1u!y lw,"150: I nn(I '.0 VuY(v ur I"'
ALBERT
SUUKUP
18900
N[l fF'.:MUhIIMK:N IS Sh4;hYN 1�Ilt
IOWA r otc L ti^iil_
d[T RNLI Ii(Lfi�BUSNEn AFIEIX I)(1 C) i'Y :t' `ri)I( 11 )� Il 'III
[,JN5INUI;11[JN I6 CUMI'l.F i f:h
SURVEY FOR: + Foth
CITY OF AMES SHEET
515 CLARK AVE. 1 OF 1
AMES,IA 50010
Foth infrastructure&Environment,LLC
N1)1 Hkchwor")(''t,ri,511m I
Jnhnntm,IA 50131-2)31
FOTH PROJECT NO. 09AO06-00 DATE: 611 612 01 5 lx,.-:51rr254-1393rn■:515-254-1e42
Page 7
Prepared by Jeremy Soukup, 8191 Birchwood Court, Suite L, Johnston, IA 50313 Phone: 515-254-1393
TEMPORARY EASEMENT EXHIBIT
TEMPORARY ACCESS EASEMENT BEING CONVEYED TO THE CITY OF AMES
SKUNK RIVER RECREATIONAL TRAIL
PROPERTY OWNER: PROJECT NO.: JL-0155(670)--7R-85
IOWA STATE READY MIX CONCRETE, INC. PARCEL 6
1109 E.LINCOLN WAY
AMES, IOWA 50010
LEGAL DESCRIPTION TEMPORARY EASEMENT:
A PARCEL OF LAND LOCATED IN LOT 1, IOWA STATE READY MIX SUBDIVISION, NOW IN AND FORMING A PART OF
THE CITY OF AMES,STORY COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 1,TOWNSHIP 83 NORTH, RANGE
24 WEST OF THE FIFTH PRINCIPAL MERIDIAN,THENCE SOUTH 890 36'46"EAST, 1160.00 FEET ALONG THE
SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 1;THENCE NORTH 00 23' 14"EAST,86.90 FEET,TO
THE NORTH RIGHT—OF—WAY LINE OF EAST LINCOLN WAY ALSO BEING THE POINT OF BEGINNING,THENCE NORTH A
DISTANCE OF 47.74 FEET ALONG THE ARC OF A NON—TANGENT CURVE CONCAVE EAST WITH A CENTRAL ANGLE OF
11°53'31",ALONG A 230.00 FOOT RADIUS WITH A CHORD THAT BEARS NORTH 12° 15'51"EAST,47.65 FEET;
THENCE NORTH 18° 12'37"EAST,49.74 FEET;THENCE NORTH A DISTANCE OF 112.40 FEET ALONG THE ARC OF
A NON—TANGENT CURVE CONCAVE EAST WITH A CENTRAL ANGLE OF 28°00'04",ALONG A 230.00 FOOT RADIUS
WITH A CHORD THAT BEARS NORTH 32° 12'39"EAST, 111.29 FEET;THENCE NORTH 46° 12'41"EAST,63.68
FEET;THENCE NORTH 72° 17'58"EAST,46.82 FEET;THENCE SOUTH 55°40'29"WEST,24.49 FEET;THENCE
SOUTHWEST A DISTANCE OF 18.99 FEET ALONG THE ARC OF A NON—TANGENT CURVE CONCAVE SOUTHEAST WITH A
CENTRAL ANGLE OF 09°27'43",ALONG A 115.00 FOOT RADIUS WITH A CHORD THAT BEARS SOUTH 50°56,37'.
WEST, 18.97 FEET;THENCE SOUTH 46° 12'41"WEST,62.67 FEET;THENCE SOUTHWEST A DISTANCE OF 105.07
FEET ALONG THE ARC OF A NON—TANGENT CURVE CONCAVE SOUTHEAST WITH A CENTRAL ANGLE OF 28'00'04",
ALONG A 215.00 FOOT RADIUS WITH A CHORD THAT BEARS SOUTH 32' 12'39"WEST, 104.03 FEET;THENCE
SOUTH 18° 12'37"WEST,49.74 FEET;THENCE SOUTH A DISTANCE OF 42.74 FEET ALONG THE ARC OF A
NON—TANGENT CURVE CONCAVE EAST WITH A CENTRAL ANGLE OF 11°23'26",ALONG A 215.00 FOOT RADIUS WITH
A CHORD THAT BEARS SOUTH 12'30'54"WEST,42.67 FEET TO THE NORTH RIGHT—OF—WAY LINE OF EAST
LINCOLN WAY;THENCE SOUTH 89' 10'28"WEST, 15.13 FEET,CONTAINING 4,305 SQUARE FEET OR 0.10 ACRES
MORE OR LESS.
/ LEGEND
i
700 / FOUND SECTION CORNER MONUMENT
q SET SECTION CORNER MONUMENT
FOUND MONUMENT
Q SET 58"REROD WIYELLOW CAP#18900
G� r� I.R. IRON REROD
TRAIL LOCATION I.P. IRON PIPE
G.P. GAS PIPE
(M) MEASURED DIMENSION
(R) RECORDED DIMENSION
I 4� L3 /�/ / — — SECTION LINE N
—Rm-- RIGHT-OF-WAY LINE
// L2/ / C34 / EASEMENT LINE
WOC WITH ORANGE CAP
L5
C2 // WYC WITH YELLOW CAP a 100 200
/ L1 / C4 / POB POINT OF BEGINNING
FEET
C1
/ L6 %
� ,
N 89°10'28"E .,.I _ a,.
207.172' C5
POB �N.ROW LINE
N 0°23'14"E 86,90' L7 E LINCOLN WAY
116000' '' EAST LINCOLN WAY
S 890 36 46"E 1300.46'
S 89°36'46"E 2600.92'
POC S. LINE SE CORNER S 1/4 CORNER
CORNER SW 1(4 SW 1/4 SW 1/4 SW 1/4 SEC 1-83-24
SW
SW SEC 1-83-24 SEC 1-83-24 SEC 1-83-24 FND."X"IN CONIC
FND.GIN SPIKE
LINE TABLE
LINE LENGTH BEARING
L1 49.74' N18°1
2,37E CURVE TABLE
L2 63.68' N46°12'41"E CURVE LENGTH RADIUS CHD. LENGTH CHD BEARING DELTA TAN
L3 46.82' N72°17'58"E Cl 47.74, 230.00' 47.65' N12°15'51"E 11°53'31" 23.95'
L4 24.49' S55°40'29"Id C2 112.40' 230.00' 111.29' N32°12'39"E 28°00'04" 57.35'
L5 62.67' S46°12'41"W C3 18.99' 115.00' 18.97' S50°56'37"W 09027'43" 9.52'
L6 49.74' S18°12'37"W C4 105.07' 215.00' 104.03' S32°12'39"W 28°00'04" 53.61'
NoTE.MONUMENTS SHOWN TO BE L7 15.13' SB9°10'28"W C5 42.74' 215.00' 42.67' S12°30'54"W Il°23'26" 21.44'
SET WILL.BE ESTABLISHED AFT[R
CONSTRUCTION IS COMPLETED
SURVEY FOR:
CITY OF AMES SHEET
515 CLARK AVE. Foth 1 OF 1
AMES,IA 50010
Foth Infrastructure S Environment,LLC
8191 Birchwood Court,Suite L
Johnston,lA 50131-2931
FOTH PROJECT NO. 09AO06-00 DATE: 9/1/2015 Phone:515-254-1393 Fax:515-254-1642
1
Page 8
Prepared by Jeremy Soukup, 8191 Birchwood Court, Suite L, Johnston, IA 50313 Phone: 515-254-1393
TEMPORARY EASEMENT EXHIBIT „A"
TEMPORARY ACCESS EASEMENT BEING CONVEYED TO THE CITY OF AMES
SKUNK RIVER RECREATIONAL TRAIL
PROPERTY OWNER: PROJECT NO.: JL-0155(670)--7R-85
IOWA STATE READY MIX CONCRETE, INC. PARCEL 6
1109 E.LINCOLN WAY
AMES, IOWA 50010
LEGAL DESCRIPTION TEMPORARY EASEMENT:
A PARCEL OF LAND LOCATED IN OUTLOT 6,SONDROL'S SUBDIVISION, NOW IN AND FORMING A PART OF THE CITY
OF AMES,STORY COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID OUTLOT 6,THENCE SOUTH 000 00,12"WEST,9.68 FEET ALONG
THE EAST LINE OF SAID OUTLOT 6 TO THE POINT OF BEGINNING,THENCE SOUTH 00°00' 12"WEST, 16.45 FEET
ALONG SAID LINE;THENCE SOUTH 65°44'32"WEST,71.32 FEET;THENCE SOUTHWEST A DISTANCE OF 88.38
FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE SOUTHEAST WITH A CENTRAL ANGLE OF 56° 15 41",ALONG
A 90.00 FOOT RADIUS WITH A CHORD THAT BEARS SOUTH 37°36'41"WEST,84.87 FEET;THENCE SOUTH A
DISTANCE OF 60.97 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE WEST WITH A CENTRAL ANGLE OF 58°
13'12",ALONG A 60.00 FOOT RADIUS WITH A CHORD THAT BEARS SOUTH 38°35'26"WEST,58.38 FEET;
THENCE SOUTH 67°42'03"WEST,84.62 FEET;THENCE WEST A DISTANCE OF 76.88 FEET ALONG THE ARC OF A
TANGENT CURVE CONCAVE SOUTH WITH A CENTRAL ANGLE OF 26°41'44",ALONG A 165.00 FOOT RADIUS WITH A
CHORD THAT BEARS SOUTH 54°21'11"WEST,76.18 FEET;THENCE SOUTH 41°00,18"WEST, 101.40 FEET;
THENCE NORTH 48°59'42"WEST, 15.00 FEET;THENCE NORTH 41°00'18"EAST, 101.40 FEET;THENCE
NORTHEAST A DISTANCE OF 83.87 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE SOUTHEAST WITH A
CENTRAL ANGLE OF 26°41'44",ALONG A 180.00 FOOT RADIUS WITH A CHORD THAT BEARS NORTH 54°21, 11"
EAST,83.11 FEET;THENCE NORTH 67°42'03"EAST,84.62 FEET;THENCE EAST A DISTANCE OF 45.73 FEET
ALONG THE ARC OF A TANGENT CURVE CONCAVE NORTH WITH A CENTRAL ANGLE OF 58° 13,12",ALONG A 45.00
FOOT RADIUS WITH A CHORD THAT BEARS NORTH 38°35'26"EAST,43.78 FEET;THENCE NORTH A DISTANCE OF
103.10 FEET ALONG THE ARC OF A TANGENT CURVE CONCAVE EAST WITH A CENTRAL ANGLE OF 56° 15'41",
ALONG A 105.00 FOOT RADIUS WITH A CHORD THAT BEARS NORTH 37°36'41"EAST,99.01 FEET;THENCE NORTH
65°44'32"EAST,78.09 FEET,CONTAINING 7,353 SQUARE FEET OR 0.17 ACRES MORE OR LESS.
N. COR POC
OUTLOT 6 NE COR
O
FND 112"IR 6
WYC 17161 FND 5/8/8"IR
S 89°31'20"E 419.76'(M)419.80'(R)
L8 S 00°00' 12"W 9.68'
L1 POB
C6 L2
LEGEND
Cl A FOUND SECTION CORNER MONUMENT
C5 I/ SET SECTION CORNER MONUMENT
E. LINE FOUND MONUMENT
L7 OUTLOT 6 O SET 68"REROD W/YELLOW CAP#18900
C2 I.R. IRON REROD
i I.P. IRON PIPE
C4 G.P. GAS PIPE N
(M) MEASURED DIMENSION
i (R) RECORDED DIMENSION
i"
63 /� - - SECTION LINE
L6 -f fw RIGHT-OF-WAY LINE
j EASEMENT LINE 0 5C 100
WOC WITH ORANGE CAP
L4 j/ WYC WITH YELLOW CAP FEET
L5 // POB POINT OF BEGINNING
i LINE TABLE
LINE LENGTH BEARING
Ll 16.45' S00°00'12"W CURVE TABLE
L2 71.32' S65°44'32"W CURVE LENGTH RADIUS CHO. LENGTH CHO BEARING DELTA TAN
/ L3 84.62' 567°42'03"W
Cl 88.38' 90.00' 84.87' S37°36'41"W 56°15'41" 48.12'
L4 101.40' S41°00'18"W C2 60.97' 60.00' 58.38' 538°35'26"W 58°13'12" 33.41'
i 15 15.00' N48°59'42"W C3 76.88' 165.00, 76.18' S54°21'll"W 26°41'44" 39.15'
/ L6 101.40' N41°00'l8"E C4 83.87' 180.00' 83.11' N54°21'11"E 26*41'44" 42 71'
L7 84.62' N67°42'03"E C5 45.73' 45.00' 43.78' N38°35'26"E 58°13'12" 25.06'
NOTE.MONUMENTS SHOWN To BE 18 78.09' N65°44'32"E C6 103.10' 105.00' 99.01 N37°36'41"E 56°15'41" 56.14'
SET WILL BE ESTABLISHED AFTER
CONSTRUCTION IS COMPLETED
SURVEY FOR:
CITY OF AMES SHEET
515 CLARK AVE. Foth 1 OF 1
AMES, IA 50010
Foth Infrastructure&Environment,LLC
8191 Birchwood Court,Suite L
Johnston,IA 50131-2931
FOTH PROJECT NO. 09AO06-00 DATE: 9/1/2015 Phone.515-254-1393 Fax,515-254-1642