HomeMy WebLinkAboutA001 - Temporary Construction Easement PREPARED FOR: EXHIBIT 'A'
CITY OF AMES
AMES GITY HALL PARCEL #1007200110 $ 1007100210
515 GLARK AVE.
50010 AMES, IONA 50 TEMPORARY CONSTRUCTION
PROPERTY OWNERS:GAYLAND D EA5EMENT EXH I B I T
PO WIERSON
AM A 50
S 010-2511 PART OF NEI/4 NWI/4, SECTION 07-55-25
LEGAL DESCRIPTION: PROPERTY L I NCOLN HIGHWAY, AMES, IONA
PARGEL 'H' OF THE NWI/4 NEI/4 OF SECTION -f, TOWNSHIP 83 NORTH, RANGE 23 WEST OF THE 5TH P.M., CITY OF
AMES, STORY COUNTY, IOWA RECORD IN INSTRUMENT #q7-05176 I GERTIFIED FIELD NOTES BOOK 14, PAGE 212 AT
THE STORY GOUNTY REGORDER'S OFFIGE
B
ALL THAT PART OF NEI/4 NWI/4 OF 5EGTION 7, TOWNSHIP 83 NORTH, RANGE 23 WEST OF THE 5TH P.M., GITY OF
AMES, STORY COUNTY, IONA LYING SOUTH 4 WEST OF INTERSTATE I-80 RIGHT-OF-WAY.
LEGAL DESCRIPTION - TEMPORARY CONSTRUCTION EASEMENT
A TEMPORARY GONSTRUGTION EASEMENT IN THE NEI/4 NWI/4 OF SEGTION 7, TOWNSHIP 83 NORTH, RANGE 23 WEST
OF THE 5TH P.M., CITY OF AMES, STORY GOUNTY, IONA THAT IS MORE PARTIGULARLY DESGRIBED AS FOLLOWS:
COMMENCING AS A POINT OF REFERENCE AT THE NI/4 CORNER OF SAID 5EGTION 7; THENGE 500°53'45"W, 84.55
FEET ALONG THE EAST LINE OF SAID NEI/4 NWI/4 TO THE NW CORNER OF PARGEL 'H' OF THE NWI/4 NEI/4 OF SAID
5EGTION 7, AN OFFICIAL PARGEL REGORDED IN INSTRUMENT # q7-05176 AT THE STORY COUNTY REGORDER'S
OFFICE ; THENGE GONTINUING 500°52'45"W, 175.40 FEET ALONG SAID EAST LINE, SAID EAST LINE ALSO GOINGIDING
WITH THE WEST LINE OF SAID PARGEL 'H' TO THE POINT OF BEGINNING; THENGE S8q*5q'41"E, 64AE5 FEET TO A POINT
ON SOUTH LINE OF SAID PARGEL 'H', SAID SOUTH LINE ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF 566TH
AVENUE AS IT IS PRESENTLY ESTABLISHED; THENGE SOUTHWESTERLY ALONG A NON-TANGENT GURVE TO THE LEFT
HAVING A RADIUS OF 255.00 FEET AND A GHORD BEARING 54g'45'04"W, AN ARC, LENGTH OF 46.50 FEET ALONG
ALONG SAID SOUTH LINE AND SAID NORTH RIGHT-OF-WAY LINE TO A POINT; THENGE N8q°5c1'41"W, 103.55 FEET TO A
POINT; THENGE 500'51'58"E, 34.06 FEET ALONG A LINE THAT IS 100.00 FEET EAST OF AND PARALLEL TO THE WEST
RIGHT-OF-WAY LINE OF INTERSTATE 1-35 AS IT IS PRESENTLY ESTABLISHED; THENGE 58q°28'02"W, 100.00 FEET TO
A POINT ON SAID WEST RIGHT-OF-WAY LINE; THENGE NOO°31'58"W, 100.00 FEET ALONG SAID WEST RIGHT-OF-WAY
LINE TO A POINT; THENGE N8q'28'02"E, 100.00 FEET TO A POINT; THENGE 500'31'58"E, 35A4 FEET ALONG A LINE
THAT IS 100.00 FEET EAST OF AND PARALLEL TO SAID WEST RIGHT-OF-WAY LINE OF INTERSTATE 1-55 TO A POINT;
THENGE 58q'5q'41"E, 74.27 FEET TO THE POINT OF BEGINNING AND GONTAINING 13,606 SQUARE FEET INGLUDING 2,Ig7
SQUARE FEET OF PUBLIC SANITARY SEWER EASEMENT MORE OR LESS. THE NET TEMPORARY GONSTRUGTION
EASEMENT CONTAINS 11,40q SQUARE FEET MORE OR LESS.
CERTIFICATION NOTES
I. THIS PARGEL MAY BE SUBJEGT TO
I HEREBY CERTIFY THAT THIS LAND 51xzVEYIN6 EASEMENTS OF RECORD. NO TITLE WORK
, uuuy DpWKA KAS PREPARED AND THE R a-ATm SURVEY
°�� �No'''o VOW was PERFORMED BY ME OR UNDER MY DIRECT WAS PROVIDED OR PERFORMED BY THIS
�.` .•' . PERSONAL'SJPERV15ION AND THAT I AM A DULY
'p LICErSED PROFE561ONAL LAND SURVEYOR UN-"`-x THE SURVEYOR.
�4"( JEFFREY A.•: LAV6 O? TF :"'ATE or,Ao A.
CADDIS j o�_ November 12,2018
•• 18381 :A A✓ F'P`'3�A¢•'.70W^.LIGBLriE No.16581 DATE
• M;VLICENSE REWI-J-DATE IS DECEMBER 51,2016
,nO,W„P,`,,�},,'z ?°A6ES OR SF `SETS COVERED BY TH15 SEAL.
SHEETS I-3
LEGEND
r� PROPOSED EASEMENT AREA I.P. IRON PIPE
PROPERTY LINES I.R. IRON ROD
— — LOT LINES P.O.G. POINT OF COMMENCEMENT
— — SECTION LINES P.O.B. POINT OF BEGINNING
EASEMENT LINES INST. XXX GOUNTY RECORDER INSTRUMENT
- FOUND SECTION CORNER GFN COUNTY RECORDER CERTIFIED FIELD NOTES
Q SET SECTION CORNER BK.XX,PG.XX COUNTY RECORDER BOOK d PAGE
(5/8" I.R. W/BLUE GAP#18581) M. MEASURED BEARING 4 DISTANCE
FOUND PROPERTY CORNER
SET W I.R. KeLUE GAP#16381 P. PREVIOUSLY RECORDED BEARING $ DISTANCE
JL FOUND RIGHT-OF-WAY RAIL D. DEED BEARING 6 DISTANCE
ADDRE55
ECECSHIMT
Civil Engineering Consultants, Inc. i
DATE: November 12 2018 OF 3
2400 86th Street.Unit 12 . Des Moines,Iowa 50322 DESIGNED BY: JAG
515.276.4884 . Fax:515.276.7084 . mail@ceclac.com DRAWN BY: JDS E-7881
EXHIBIT
PARCEL #1007200110 4 1007100210
TEMPORARY CONSTRUCTION
EASEMENT EXH I B I T
PART OF NEI/4 NK/4, 5EGTION 07-55-23
LINCOLN HIGHWAY
AME5, IOAA
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fV4 4 W4 GORNER
SEC. 1 -23 5G.
01-83-23 — —
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ECECNORTH SFEET
Civil Engineering Consultants, Inc. 0' 200, 400' 0 2
DATE: November 12 2018 OF 3
2400 86th Street.Unit 12 . Des Moines,Iowa 50322 DE516NED BY: JAG
515.276.4884 . Fax:515.276.7084 , mail@ceclac.com DRAWN BY: JDS -788I
EXHIBIT 'A'
PARCEL #1007200110 $ 1007100210
TEMPORARY CON5TRUCT I ON
EASEMENT EXH I B I T
PART OF NEI/4 NWI/4, SECTION 07-55-25
_ E. LINCOLN WA_Y_4 LINGOLN HIGHWAY
CIt�7GOLN HIGHwaY AME5, IOWA
(PUBLIG) jY)
PA.G.
GUT'X c0
NI4 CORNER
5EG.0 i-83-23
I�
m — —
I�
TEMPORARY
GONSTRUGTION
EASEMENT I "II.R wn-ELLOw GAP
13,606 S.F. GROSS / I NW CORNER
2,14'7 5.F PERMANENT EASEMENT PARCEL 'H',W4 N% 4
11,40cl 5.F. NET TEMPORARY A5— j SEC.01-83-23
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74.27' 64.18' G
3 PROPOSED 1 \\DK
_ 10.00'PUBLIC 11
O SANITARY SEWER
mEASEMENT p P.OB.
O500051'58"E N8a05a'41 U
54.06
105.55, 0
R.O.W.VARIES
'w•IY,' I.R.W/YELLOW GAP
Sac[Sac[°2 2"I S8'0OUTH CORNER
PARCEL 'H',**4 NB4
�+ I 100.00, I SEC.0-1-83-23
Q I
CURVE DATA
GURVE DELTA RADIUS LENGTH TANGENT CHORD GH. BEARING
IN
F I GI II°26'08" 255.00' 46.50' 23.35, 46.43' 549°45'04"W
G2 56°32'21" 233.00' 229.42' 125.30' 220.11' 560°0051"W
G3 32°4G'00" 233.00' 153.45' 68.61' 131.64' 5-11°52'38"W
G4 12"15'2-7" 233.00' 411.85' 25.02' 4-1.15' 53l°54'16"W
ECECNORTH SCALE: I "=60'
Civil Engineering Consultants, Inc. O' 20' 40' 60' 120'
DATE: November 12 2018 OF 5
2400 86th Street.Unit 12 . Des Moines,Iowa 50322 DESIGNED BY: JAG
515.276.4884 . Fax:515.276.7084 . mail@ceclac.com DRAWN BY: JDS E-7881