HomeMy WebLinkAboutFounders Square Phase 3 - Final Plat Sht 1 of 2 - 23 Jan 2022 (1)30 29
39 32
NORTHWEST CORNER,
SECTION 32:
o FOUND 5BRASS CAP PER R-3
cn - AND PER C.P.REC. INST. No.
- JU! 264361, M.C.R.
N N
-P J
m 32
S 89°32'54" W R-6
-3.7 643.60'
WEST 1/4 CORNER,
SECTION 32:
FOUND 5/8" REBAR WITH ALUM
CAP PER R-3, R-4 AND PER
C.P.REC. 3SEPT97, INST. No.
267998, M.C.R.
FOUNDERS SQUARE, PHASE 1
INST. No. 347053, M.C.R.
37.5' 37.5'
L
0 25 50 100
SCALE: 1 " = 50' 37.5'
GPS BASIS OF BEARING
THE BASIS OF BEARINGS OF THIS MAP
IS GRID NORTH ON THE IDAHO STATE
PLANE COORDINATE SYSTEM OF 1983,
EAST ZONE, AS DETERMINED BY
GLOBAL POSITIONING SYSTEM METHODS
BASED ON N.G.S. POINT AA3683. ALL
DISTANCES SHOWN ARE HORIZONTAL
GROUND DISTANCES IN U.S. SURVEY
DECIMAL FEET.
791.10'
147.50'
DR.
R-6 31.61
C,
C o
0 0
S89°32'54"W
31�c
z
0
0
B.3 LOT 1 N
J
Cn
B.3 LOT 2
nON
J
/^\ N
0
B.3 LOT 3
1
R-6
LANDS OF
Rexburg Hill Properties, LLC
INST. No. 347438, M.C.R.
STREET CENTER��NE
FUTURE - o
- O
--------- N 89°32'54" E o
320.15'
R=1050.00
L=325.34 R
Tan= 163.98 C6 C4
A=17°45' 10"
C3
C2
s B.3 LOT 8
�0 8,898 sq.ft
A
B.3 LOT 7
12,547 sq.ft.
i
i
C18
SZ6.79'13,, /
109.,39, /
C17
10.00
B.3 LOT 6 /
9,228 sq.ft. cis 34'
I
N83 -14'301,W
87.72' R-6
R-6 N87°27'24"W
34.10' j
U)
_ O
N -
Cn
B.3 LOT 10 00
Cn
0 o B.3 LOT 9 8,803 sq.ft. m
8,108 sq.ft. N m
rri
53
70.64
C5
B.3 LOT 11 'I'voo
11,493 sq.ft. o
Z
C21
_ 40.70' �C22
C20- - ' 75.00'
C19 65.13
i ' p F2 .
CENTER 1/4 CORNER,
SECTION 32:
FOUND 5/8" REBAR WITH BRASS
CAP PER R-3, R-4 AND PER
NORTHEAST CORNER NW1/4 C.P.REC. 3SEPT97, INST. No.
SW1 /4 SECTION 32: 267999, M.C.R., O BELOW
FOUND 5/8" REBAR AND CAP, LS SURFACE OF FIELD.
POINT OF BEGINNING r7314 PER R-3, R-4.
C.P. FILED 01NOV0AS
INSTR. No. 332345,, M.C.R.
N89°33'58"E
108.16' 1321.36'
rn
0
B.3 LOT 12
15,221 sq.ft.
�N
PAUL_ FRE\/ERE
N85°23'49
180.83' \
C9
C10
90.35' - - - -C33
-_ 90.48'--- - � 1
C34
N00 O
34, / r (6 0 B.4 LOT 4
1 C11 c35 B.4 LOT 3 0 `° 8,840 sq.ft. C32
I 9,183 sq.ft. I ca
w
M S81°31'36"I
87°27'24"W R �6 10 0) 110 32, E
34.11' N82°39'02 "W N C31
109.42' z /
/
B.3 LOT 5 R-6 co
N B.4 LOT 5 /
B.3LOT 4 34' I 34' D B.4LOT 2 R-6 Nz 7,474 sq.ft. c30 34
C12 -49, 341
37.5' O V 8¢LOZI 8> 28"(v
R=841.00
1
FINAL PLAT
rNj FOUNDER'S SQUARE N
10' IRRIGATION PHASE 3
EASEMENT
A PLANNED UNIT DEVELOPMENT
A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
- SECTION 32 -
LANDS OF TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN,
Richard Smith MADISON COUNTY, IDAHO
INST. No. 334228 M.C.R.
/Ln
P
co -
B.3 LOT 13
10,294 sq.ft.
C23
0.00
1
C24
N89°28'22"E
77.34'
1 B.3 LOT 14
C255,247 sq.ft Pa w
0 v'. o
I o 0
I o
I w
00
N89°28'22"E M
I 80.23'
C26
i/ B.3 LOT 15
,27 8,612 sq.ft.
1 L=65.44/ S6
R-6 8°7
Tan=32.74 C7/ 11 220,E
JEFF= ER SON LD FR. 4=4°27'31" 7 1. r2.
1 _ Chord=65.43 c28
_ S 89°32'54" W _ 196.33' CB=N26°24'17"E /
130.00' R-6 66.33' R-6 C13 R-6 / \
R-6
I O C14 \
COMMON D
B.5 LOT 1
SPACE o
EASEMENT NOTE ����� 34' I 34' S
A TEN EMENT
EXTENDSOALONG AOT WIDE LL OFCTHE ISTREET TY SFRONTAGE 0 BSLOT,
OF ALL OF THE LOTS, AND AS SHOWN. 'I
UTILITY EASEMENTS
/ 0
Utility companies shall have the right to install, maintain, and operate their
equipment and all other related facilities above and below ground within
the Public Utility Easements (PUE) identified on this plat map as may be
necessary or desirable in providing utility services within and without the
lots identified herein, including the right of access to such facilities, and
the right to require removal of any obstructions including structures, trees,
and vegetation that may be placed within the PUE. A utility company
may require the lot owner to remove all structures within the PUE at the
lot owner's expense, or a utility company may remove such structures at
the lot owner's expense. At no time may any permanent structures, or
any other obstruction which interferes with the use of the PUE, be placed
within the PUE without prior written approval of all utility companies with
facilities in the PUE.
HEALTH CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY THE IDAHO CODE TITLE 50, CHAPTER 13,
HAVE BEEN SATISFIED BASED ON THE DEQ APPROVAL OF THE DESIGN PLANS AND
SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED
SATISFACTION OF SANITARY RESTRICTIONS. BUYER IS CAUTIONED THAT AT THE TIME
OF THIS APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE
CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE
BUILDING PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE BEEN CONSTRUCTED
OR IF THE DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE
DEVELOPER FAILS TO CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEQ,
THEN SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION
50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL, AND NO
CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING DRINKING WATER OR
SEWER/SEPTIC FACILITIES SHALL BE ALLOWED
DATE EASTERN IDAHO PUBLIC HEALTH DISTRICT
FOUNDERS SQUARE, PHASE 1
INST. No. 347053, M.C.R.
L E
G E N D
0
= 5/8" REBAR WITH
L.S. CAP SET
R-6 0
= FOUND 5/8" REBAR PER REFERENCE OR AS INDICATED,
LENGTH
OR AS NOTED.
DELTA
TANGENT
= SET 1/2" REBAR
CH -BEARING
C1
= SECTION CORNER
FOUND AS INDICATED
M.C.R.
= MADISON COUNTY RECORDS
12.24'
N89'12'51 "E
EXTERIOR PROPERTY LINE
117.80
1050.00'
-
STREET CENTERLINE
117.74'
N85'39'58"E
STREET RIGHT OF WAY LINE
75.30
1050.00'
4'06'33"
LOT LINE
75.29'
- -
- - - - - - -
- PUBLIC UTILITY EASEMENT LINE
1050.00'
4°08'45"
SECTION OR SECTION
75.96'
N76'16'11"E
SUBDIVISION LINE
-
1050.00'
- PROPOSED SUNRISE DR. RIGHT OF WAY LINE
-
44.01'
- PRIVATE IRRIGATION EASEMENT INSTR. No. 321575, MCR
a�s90
3 2
4 00' NSB.
R-6 3 420) C29 N63.
g0 / R=909.00 7 83
C15 R46 / L=23.54 49326
Tan=11.77
70=1 °29'00"
R-6 Chord=23.53
CB=N29°27'09"E
B.3 LOT 17
tis9, 10,205 sq.ft
1-170 B.3 LOT 16
010,387 sq.ft.
736
3Q,
WATER SYSTEM
34,
PER IDAHO CODE 50-1334, THIS SUBDIVISION
WILL BE SERVED BY THE CITY OF REXBURG
MUNICIPAL WATER SUPPLY DISTRIBUTION
SYSTEM.
FLOOD PLAIN DESIGNATION
SUBJECT PROPERTY FLOOD PLAIN ZONE X
AS DEPICTED ON FLOOD MAP NUMBER
16065CO020-D DATED 03JUN91 FOR THE
CITY OF REXBURG, MADISION COUNTY, IDAHO
SURVEYOR'S CERTIFICATION
�4
B.3 LOT 18
�V^^I
R E F E R E N C E S
R-1: THE RIGHT OF WAY MAPS OF THE STATE HIGHWAY PROJECT M-7796(001) OF
SKYLINE DRIVE (2ND EAST ST.) ON FILE AT THE REXBURG CITY HALL.
R-2: THE WARRANTY DEED FROM VERLA R. COOK AND SON FARM TO THE CITY OF
REXBURG RECORDED APRIL 29, 1988 AS INSTRUMENT No. 225229, M.C.R.
R-3: THE UNRECORDED RECORD OF SURVEY FOR OAAS LANEY, LLC, BY THE ANDERSON
SURVEY GROUP, INC. (DRAWING 0512ORS1.DWG) SIGNED ON OCTOBER 12, 2005
w BY GORDON N. ANDERSON, LS 7314.
0 R-4: THE RECORD OF SURVEY MAP OF THE LANDS OF DICK SMITH FARMS RECORDED
I o NOVEMBER 1, 2006 AS INSTRUMENT No. 332347, M.C.R.
R-5: THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, L.C.
RECORDED NOVEMBER 1, 2006 AS INSTRUMENT No. 332346, M.C.R.
R-6: FINAL PLAT FOUNDER'S SQUARE, PHASE 1, RECORDED JULY 3, 2008 AS
INSTRUMENT No. 347053, M.C.R.
R-7: WARRANTY DEED, FOUNDER'S SQUARE, LLC TO SEPHLIN E. AND JAY DARIC
HEPWORTH, HUSBAND & WIFE, REC. 30DEC21 AS INSTRUMENT No. 446535, M.C.R.
D Y E R
R - S OF 6 w l G R O U P LLC.
w
I ENGINEERING • PLANNING • MANAGEMENT
343 E. 4TH NORTH, SUITE 108,
LANDREXBURG, IDAHO 83340-6001
Hepworth I (208) 390-9700
A PORTION OF
INST. No. 446535, M.C.R. I
SOUTHWEST 1/16TH CORNER,
SECTION 32:
FOUND 5/8" REBAR, CAP
MISSING, PER R-3, R-4.
C.P. REC. 01NOV06 AS SHEET 1 OF 2
INSTR. No. 332344, M.C.R.
I, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR,
IDAHO LICENSE NO. 7920, DO HEREBY ATTEST THAT THE PLAT DEPICTED
HEREON WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND IS A
TRUE AND CORRECT REPRESENTATION THEREOF.
CURVE
TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CH -BEARING
C1
12.24
1050.00'
0'40'05"
6.12'
12.24'
N89'12'51 "E
C2
117.80
1050.00'
6'25'42"
58.96'
117.74'
N85'39'58"E
C3
75.30
1050.00'
4'06'33"
37.67'
75.29'
N80'23'50"E
C4
75.98
1050.00'
4°08'45"
38.01'
75.96'
N76'16'11"E
C51
44.01
1050.00'
2'24'05"
22.01'
44.01'
N72'59'46"E
C6
325.34
1050.00'
17'45'10"
163.98'
324.04'
N80'40'19"E
C7
148.89
875.00'
9'44'58"
74.63'
148.71'
N23'44'07"E
C8
101.39
205.00'
28'20'18"
51.76'
100.36'
N04'41'29"E
C9
77.26
52.00'
85'07'31
47.75'
70.35'
N52'02'25"W
C10
64.12
52.00'
70'39'06"
1 36.85'
60.14'
S50'04'16"W
C11
69.98
520.00'
7'42'39"
35.04'
69.93'
S1 0'53'24"W
C12
117.98
520.00'
13'00'00"
59.25'
117.73'
S00'32'04"W
C13
70.41
560.00'
7'12'15"
35.25'
70.37'
N86'50'59"W
C14
223.82
560.00'
22'53'59"
113.42'
222.33'
N71'47'52"W
C15
34.00
875.00'
2'13'35"
17.00'
34.00'
N29'43'24"E
C16
77.23
554.00'
7'59'14"
38.68'
77.17'
S10'45'07"W
C17
12.30
86.00'
8'11'30"
6.16'
12.29'
S18'50'28"W
C18
42.73
86.00'
28'28'00"
21.81'
42.29'
S37'1O'14"W
C19
41.13
86.00'
27'24'04"
20.97'
40.74'
S65'06'16"W
C20
9.89
86.00'
635'31
4.95'
9.89'
S82'06'04"W
C21
21.09
86.00'
14'03'07"
10.60'
21.04'
N87'34'37"W
C22
48.71
86.00'
32'27'04"
25.03'
48.06'
N64'19'31"W
C23
57.97
86.00'
38'37'19"
30.14'
56.88'
N28'47'20"W
C24
14.77
239.00'
3'32'28"
7.39'
14.77'
N07'42'26"W
C25
68.31
239.00'
16'22'36"
34.39'
68.08'
NO2'15'06"E
C26
35.12
239.00'
8'25'14"
17.59'
35.09'
N14'39'01"E
C27
39.91
909.00'
2'30'55"
19.96'
39.90'
N20'07'05"E
C28
74.90
909.00'
4'43'15"
37.47'
74.87'
N23'44'11"E
C29
41.47
909.00'
2'36'50"
20.74'
41.47'
N27'24'13"E
C30
78.01
841.00'
5'18'54"
39.04'
77.99'
N21'31'05"E
C31
8.55
171.00'
2'51'49"
4.27'
8.55'
N17'25'43"E
C32
76.03
171.00'
25'28'28"
38.65'
75.40'
NO3'15'34"E
C33
26.741
18.00'
85'07'31
16.53'
24.35'
N52'02'25"W
C34
22.201
18.00'
70'39'06"
12.76'
20.82'
S50'04'16"W
C35
62.74
486.00'
7'23'46"
31 .41'
62.69'
S1 1'02'50"W
R E F E R E N C E S
R-1: THE RIGHT OF WAY MAPS OF THE STATE HIGHWAY PROJECT M-7796(001) OF
SKYLINE DRIVE (2ND EAST ST.) ON FILE AT THE REXBURG CITY HALL.
R-2: THE WARRANTY DEED FROM VERLA R. COOK AND SON FARM TO THE CITY OF
REXBURG RECORDED APRIL 29, 1988 AS INSTRUMENT No. 225229, M.C.R.
R-3: THE UNRECORDED RECORD OF SURVEY FOR OAAS LANEY, LLC, BY THE ANDERSON
SURVEY GROUP, INC. (DRAWING 0512ORS1.DWG) SIGNED ON OCTOBER 12, 2005
w BY GORDON N. ANDERSON, LS 7314.
0 R-4: THE RECORD OF SURVEY MAP OF THE LANDS OF DICK SMITH FARMS RECORDED
I o NOVEMBER 1, 2006 AS INSTRUMENT No. 332347, M.C.R.
R-5: THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, L.C.
RECORDED NOVEMBER 1, 2006 AS INSTRUMENT No. 332346, M.C.R.
R-6: FINAL PLAT FOUNDER'S SQUARE, PHASE 1, RECORDED JULY 3, 2008 AS
INSTRUMENT No. 347053, M.C.R.
R-7: WARRANTY DEED, FOUNDER'S SQUARE, LLC TO SEPHLIN E. AND JAY DARIC
HEPWORTH, HUSBAND & WIFE, REC. 30DEC21 AS INSTRUMENT No. 446535, M.C.R.
D Y E R
R - S OF 6 w l G R O U P LLC.
w
I ENGINEERING • PLANNING • MANAGEMENT
343 E. 4TH NORTH, SUITE 108,
LANDREXBURG, IDAHO 83340-6001
Hepworth I (208) 390-9700
A PORTION OF
INST. No. 446535, M.C.R. I
SOUTHWEST 1/16TH CORNER,
SECTION 32:
FOUND 5/8" REBAR, CAP
MISSING, PER R-3, R-4.
C.P. REC. 01NOV06 AS SHEET 1 OF 2
INSTR. No. 332344, M.C.R.
I, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR,
IDAHO LICENSE NO. 7920, DO HEREBY ATTEST THAT THE PLAT DEPICTED
HEREON WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND IS A
TRUE AND CORRECT REPRESENTATION THEREOF.