HomeMy WebLinkAboutStapleton 4 Record of Survey for Lot Line Adjustment RECORD OF SURVEY FOR Ros No.
CERTIFICATE OF COUNTY RECORDER
F 111 L L C INSTRUMENT NO.
LOTS 31 AND 32, BLOCK 3 OF STAPLETON SUBDIVISION NO. 4, 1 HEREBY CERTIFY THAT THIS INSTRUMENT WAS RECORDED AT THE REQUEST OF
SAWTOOTH LAND SURVEYING,AT MINUTES PAST O'CLOCK .M., THIS
LOCATED IN THE NE 114 OF THE SE 114 OF SECTION 25 DAY OF IN THE YEAR
T. 3 My R. 1 W., B. M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2024 DEPUTY EX-OFFICIO RECORDER
SCALE
FEE:$
20 0 10 20 40
(FEET) - - - - - - - - - - - - - - - - - - - -
1 INCH=20FT I
W. HANIKEN ST. (PUBLIC) LEGEND
I —-- --— SUBDIVISION BOUNDARY LINE
I
LOT LINE
I S 8902712"E 21.73'
- - - - - - - - - - - - I - - - - - -------------- PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT(PUID)
1 CENTERLINE
W I I EXISTING DEED OR LOT LINE
8-FOOT-WIDE ACHD SIDEWALK EASEMENT
I f
N o I I I 0 FOUND 1/2"REBAR/CAP PLS 10561
z I
I I 0 SET 1/2"REBAR/CAP PLS 11574
N I I 1 LOT NUMBER
co
� I
I I �
IM I I SURVEYOR NARRATIVE
I33 34 35 I 36 SAWTOOTH LAND SURVEYING WAS CONTRACTED TO PREPARE THE PROPERTY
BOUNDARY ADJUSTMENT BETWEEN LOTS 31 AND 32, BLOCK 3 OF STAPLETON
II I I SUBDIVISION NO. 4.
\ I THIS OFFICE PREPARED THE ORIGINAL SUBDIVISION PLAT AND THE FOUND PINS
BLOCK 3 I ARE IN THE ORIGINAL LOCATIONS AS SHOWN ON SAID PLAT AND BEING USED FOR
\ ( I THIS SURVEY.
THE ORIGINAL PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT BETWEEN
SAID LOTS IS TO BE VACATED CONCURRENTLY WITH THIS SURVEYAND NEW
EASEMENTS WILL BE RECORDED WITH THE SURVEY AS SHOWN HEREON.
BASIS OF BEARING
S 8902712"E 128-29' --
\ ti--- —— — —— — — — — REFERENCES:
64.29' 15.00' 49.00'
\ \ I R1)STAPLETON SUBDIVISION NO. 4
3'PUID - -
-------
1-- ---- ----------------
1 � I
32
I I I
Y PUID EASEMENT TO BE VACATED I
CERTIFICATE OF SURVEYOR
Lu
� i o I i I 1, JEFF BEAGLEY, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR,
N �:I 1 1- LICENSED BY THE STATE OF IDAHO,AND THAT THIS MAP WAS DRAWN FROM AN ACTUAL
o cci ' ^ SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION, AND ACCURATELY
31 I rn REPRESENTS THE POINTS MAPPED HEREON,AND IS IN CONFORMITY WITH THE STATE OF
IDAHO CODE RELATING TO PLATS, SURVEYS,AND THE CORNER PERPETUATION AND FILING
ACT, IDAHO CODE, AND I DO HEREBY STATE THAT AS OF THE DATE OF THIS SURVEY, MARCH 18,
\ r8j r 1 I 2021, THERE WERE NO VISIBLE BUILDING ENCROACHMENTS OVER THE PROPOSED PROPERTY LINES
30 OR INTO THE SETBACK LINES. THIS SURVEY DOES NOT CHANGE OR MOVE ANY PUBLIC OR PRIVATE
/ \ 66� ��� r I o ROADWAY, EASEMENT OR PUBLIC DEDICATED AREA.
J i 1
< I1
y10ENS
/ 111574
11 / BLOCK JEFF BEAGLEY a 8/zl/z4 P.L.S. 11574
ell. OF
\ \
— — — BERG
SURVEY INDEX NO. 314-25-2-1-0-128-20770
2030 S. WASHINGTON AVE.
LINE TABLE EMMETT, ID 83617
LINE BEARING DISTANCE ,� �� (208) 398-8104 a
Ll N 48-24'24"E 17.44'
� w_rOOr f—f FAX (208) 398-8105 N
/ /
CURVE TABLE / / c
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH L Q y �� LL �
Cl 45.71' 79.50' 3205637" N 6803252"W 45.08' WWW.SAWTOOTHLS.COM
C2 80.95' 79.50' 58°20'33" N 22054'16"W 77.50' Q
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#:
1 OF 1 812024 AR JB 122154