HomeMy WebLinkAboutAPPLICATION & PLANS - 08-00249 - 7th South Church Subdivision - Final PlatCITY OF
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AMERICAS FAMILY CC?NWUNI`ITY
19 E. Main (PO Box 280)
Rexburg, Idaho 83440
www.rexburg.org
Phone: 208-359-3020 x2 _
Fax: 208-359-3024
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ate: - IL2 - to 9 Fin al Plat Application
NOT DESTROY
"AGE [['on for Approval of Final Subdivision Plat ; -
-(,,,Y of Rexburg Records Management- '
The attached Subdivision plan has been prepared in accordance with the Subdivision Regulations
of the City of Rexburg, and the following items are shown on the plan or plans, or explanations given
with respect thereto.
Requirements for Final Plats
All Preliminary Plats shall be 24" x 36" foldable, drawn to scale, North point, dated.
The following shall be shown on the Plat or shall be submitted separately:
1. The name of the proposed subdivision: 7 South Church Subdivision
2. The location 2 nd East and 7 South Acreage 73.29 Number of Lots 4
3. The names, addresses and telephone numbers of the subdivider or subdividers and the
engineer or surveyor who prepared the plat:
Subdivider
Name: Corp of the Presiding Bishop of the LDS Church Address: 50 E North Temple
Attn: Terry Rudd Salt Lake City, UT 84150
Phone Number: 801 - 240 -1000 (real estate dept.)
Engineer
Name: Dyer Group, LLC
Phone Number: 656 -8800
Surveyor
Name: same as above
Phone Number:
Address: 343 E 4 North #108, Rexburg
Cell Number: 390 -9700
Address:
Cell Number:
4. The name and address of all property owners within 300 feet of the external boundaries of the
subdivision whether or not bisected by a public right -of -way as shown on record in the County
Assessor's office. see preliminary plat
5. The legal description of the subdivision. see plat
6 0
6. A statement of the intended use of the proposed subdivision such as: Residential — (single
family, two- family and multiple housing); Commercial, Industrial, Recreational or Agricultural.
Show sites proposed for parks, playgrounds, schools, churches or other public areas. religious
buildings and University
7. A map of the entire area scheduled for development if the proposed subdivision is a portion of
a larger holding intended for subsequent development. proposed plat covers entire property
8. A vicinity map showing the relationship of the proposed plat to the surrounding area (1/2 mile
of minimum radius, scale optional). attached as last page
9. Streets, street names, rights -of -way, and roadway widths, including adjoining streets or
roadways, curbs and sidewalks. No interior streets — only private drives and parking areas
10. Lot lines and blocks showing the dimensions and numbers of each. see plat
11. Contour lines, shown at five (5) feet intervals where land slope is greater than ten percent
(10 %) and at two (2) feet intervals where land slope is ten percent (10 %) or less, referenced to an
established bench mark, including location and elevation. see preliminary plat
12. Any proposed or existing utilities including, but not limited to, storm and sanitary sewers,
irrigation laterals, ditches, drains, bridges, culverts, water mains, fire hydrants, power, gas, street
lights and their respective profiles and easements. No further development proposed —
existing buildings served by City utilities
13. A copy of any proposed restrictive covenants and/or deed restrictions. (To be attached or
submitted with final plat). None
14. Any dedications to the public and/or easements, together with a statement of location,
dimensions, and purpose of such. No dedications as there are no streets or R/W's to dedicate
Please complete the following: (If not applicable, please fill in with N /A)
1. What is the land use and existing zoning of the proposed subdivision and the adjacent land?
Present Temple site, vacant land, and some University housing - zoned University
2. Does subdivision conform to present zoning? yes
3. Requested zoning: no change
4. Variance Requested: Yes No X (If yes, attach written request)
5. Requesting annexation to City? In City
i 0
ITEMS FOR CONSIDERATION
Probable impact of the proposed project on the environment effect on:
a. Public safety and convenience bordering streets already built to City standards, good access
b. Fire, police, and ambulance services as above
c. Recreation none proposed as no private development on the property
d. Schools no increase in population
e. Displacement or relocation of people none
f. Land values no impact — dividing up presently developed property
g. Local and long- distance travel, i.e., highway and local road impact connects to 2 °a East and 7 th
South
h. Behavior of wildlife species already disturbed area
i. Water quality and effect on underground water supply municipal water supply
j. Noise pollution minimal in residential area
k. Air pollution minimal in residential area
1. Method proposed to dispose of storm drainage waters catch basins collecting to on site retention
and city storm drain piping system
m. Extent of increased city road maintenance, including snow removal no new public roads
n. Floodplain— methods proposed to alleviate effect of 100 -yr flood; effect on adjacent properties. N/A
o. provisions for housing for persons of low and moderate income no residential development
p. Harmony with the character of surrounding developments surrounded by University and multi-
family
2. Probably adverse environmental effects which cannot be avoided
a. Traffic Use moderate, already accommodated in existing site development
b. Rights -of -way required already dedicated to City
c. Pollution effect on existing environment none as City standards are followed
3. Relationship between local short-term uses of man's economic environment and the long -term
productivity.
a. Existing vs. proposed tax base tax exempt ownership
b. Costs to City if proposal approved (annual) none
4. Measures taken to minimize harmful effects on environment
a. Effects of construction activities none — already developed
b. Erosion control none — already developed
c. Stream pollution prevention N/A
d. Borrow -pit rehabilitation curbing and landscaping in place
e. Fencing private fencing around buildings
f. Buffer zones consistent with adiacent uses
g. replacement of parklands or farmlands already developed
5. Is this plat plan harmonious with and in accordance with the general objectives or with any specific
objective of the City's Comprehensive Plan? consistent with Comprehensive Plan and established
zoning
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Findings of Fact
City of Rexburg
12 North Center Phone: 208.359.3020
Rexburg, 1D 83440 www.rexburg.org Fax 208.359.3022
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C I T Y OF
REX
America's Family Community
7"' South Church Subdivision
Final Plat
1. On May 22, 2008, Winston Dyer of the Dyer Group presented to the Rexburg Planning &
Zoning Coordinator a Request and Application for a Final Plat for the 7` South Church
Subdivision.
2. On June 5, 2008, Richard Smith, representing the Corporation of the Presiding Bishop of
the LDS Church, presented to the Rexburg Planning & Zoning Commission the Request for
approval of the Final Plat for the 7th South Church Subdivision.
Mary Ann Mounts motioned to recommend to City Council the approval of the Final Plat
for the 7 ffi South Church Subdivision, noting the correction that needed to be made on the
plat regarding the sewer retention pond location. Mary Haley seconded the motion.
None opposed. Motion carried.
3. On June 18, 2008 City Council:
Attorney Richard Smith presented the final plat for the 7` South Church Subdivision. He explained all
requirements and conditions from staff have been met. He explained wording on Lot 3 on the plat was
changed to give access to other lots if the property is ever sold. They asked for a small change on Lot 4
dealing with the easement. They would like the easement to be abandoned. Currently there is one access
street on University Blvd. Planning and Zoning recommended approval including abandonment of the
easement.
Council Member Mann moved to approve the final plat for the 7` South Church Subdivision. Council
Member Schwendiman seconded the motion. All voted aye, none opposed. The motion carried.
-- SEVENTH SOUTH CHURCH SUBDIVISION --
A PORTION OF THE N1 /2 OF THE NE1 /4
— SECTION 31 —
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY, IDAHO.
DEDICATION ACKNOWLEDGMENT
STATE OF IDAHO STATE OF IBMIH0 urAw
COUNTY OF MADISON SS COUNTY OF #f4B1'.T94 34&r AAKrI SS
KNOW ALL MEN BY THESE PRESENTS THAT THE CORPORATION OF THE PRESIDING BISHOP
OF THE CHURCH OF JESUS CHRIST OF LATTER -DAY SAINTS IS THE OWNER OF THE REAL BE IT REMEMBERED: THAT ON THIS 1T DAY OF u4 2008, BEFFRE N[ O. TopD EVANS
PROPERTY AS SHOWN ON THIS PLAT. BE IT FURTHER KNOWN THAT SAID OWNER a NOTARY PUBLIC. IN AND FOR SAID STATE. PERSONALLY APPEARED T��r A of
AGREES TO THE DESIGNATION OF SAID REAL PROPERTY AS ,SEVENTH SOUTH CHURCH AND MAT HE ACKNOWLEDGED TO ME THAT HE IS AN AUTHORIZED AGENT OF. AND EXECUTED
SUBDIMSON. FURTHER MAT THE OWNER GRANTS. GIVES AND DEDICATES TO THE PUBLIC THIS DOCUMENT ON BEHALF OF, CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF
SUCH PORTIONS OF LAND AS SHOWN ON SAID PLAT AS STREETS FOR THE USE OF THE JESUS CHRIST OF LATTER -DAY SAINTS,A M446 -^PoA M M
PUBUC FOREVER (PER IDAHO CODE 50-1313) IN ADDITION TO THOSE NOW ON RECORD MY COMMISSION EXPIRES: 09-04-0
OR LEGALLY ESTABUSHED.
IT IS ALSO CERTIFIED MAT ME EXISTING BUILDINGS ON LOTS 1, 2 AND 4 WITHIN MIS S�WT "Air C /F�'
SUBDIVISION ARE BEING SERVED BY THE CITY OF REXBURG MUNICIPAL WATER AND SEWER
SYSTEMS. NO NEW DEVELOPMENT IS CURRENTLY PROPOSED FOR THIS SUBDIVISION. NOTARY PUBLIC RESIDING IN
,((n/ 5V B OHRIBT
Q� A; O Q,PORgT �
J E S I AG ENT, ENT, CORPORATION OF THE PRESIDING BISHOP OF ME CHURCH = O '/' �,I
OF JES
OF U CHRIST OF LATTER -DAY SAINTS a ¢: OF THE •D D_TOUp EVANS
a,• SEAL I9TARr RAW C•RM[pMA«
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LEGAL DESCRIPTION
TOWNSHIP 6 NORM, RANGE 40 EAST, BOISE MERIDIAN. MADISON COUNTY, IDAHO
SECTION 31: A PORTION OF THE 4I /2 OF THE NE1 /4, AND MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 31, MARKED BY AN IDAHO
TRANSPORTATION DEPARTMENT MONUMENT IN AN IRON VAULT, AND RUNNING THENCE ALONG
THE NORTH LINE THEREOF SOUTH 89'46'42 WEST 43.00 FEET; THENCE SOUTH 015'21' EAST
90.00 FEET TO THE INTERSECTION OF THE SOUTH RIGHT OF WAY LINE OF EAST 7TH SOUTH
MO THE WEST RIGHT OF WAY LINE OF SOUTH 2ND EAST, SAID INTERSECTION BONG TH E,@ME
POINT OF BEGINNIN G
TH ENCE ALONG SND WEST RIGHT OF WAY UNE SOUTH 015'21' EAST 1068.36 FEET TO A 5/8'
REBAR SET THEREON:
THENCE CONTINUING SOUTHERLY ALONG SAID WEST RIGHT OF WAY LINE ALONG A CURVE TO
THE LEFT HAVING A RADIUS OF 11502.16 FEET, A CENTRAL ANGLE OF 0'48'30'. AN ARC
LENGTH OF 162.26 FEET, A CHORD BEARING OF SOUTH 0'39'36' EAST, . AND A CHORD LENGTH
OE 162.26 FEET TO THE 5/8' REBAR MARKING ME NTERSE CTION THEREOF WITH THE NORTH
UNE OF THE CREST HAVEN SUBDIVISION. THE OFFICIAL PLAT OF WINCH IS RECORDED AS
INSTRUMENT No. 170137;
THENCE ALONG THE NORM LINE THEREOF SOUTH 69'45'22' WEST 1272.51 FEET TO THE K'
REBAR MARKING THE NORTHEAST CORNER OF THAT REAL PROPERTY CONVEYED FROM WARD TO
CLINGER BY THE WARRANTY DEED RECORDED DECEMBER 2. 1987 AS INSTRUMENT No.. 223457:
THENCE ALONG THE NORTH UNE THEREOF SOUTH 89'4731' WEST 99.83 FEET TO THE )L•
REBAR MARKING THE NORTHWEST CORNER THEREOF;
TH ENCE ALONG THE WEST UNE OF SAID LANDS OF CUNGER SOUTH 015'31' EAST 3.74 FEET
TO THE INTERSECTION THEREOF WITH THE THE SOUTH LINE. OF ME AFORESAID 4I/240/4;
THENCE ALONC SAD SOUTH UNE SOUTH 69'50'02' WEST 1220.12 FEET TO THE 5/5' REBAR
MARKING THE SOUTHWEST CORNER OF SAID Nl /2NE1 /4
THENCE ALONG THE WEST UNE THEREOF NORTH b19'22' WEST 1233.64 FEET TO THE 5/8'
REBAR NARKING THE INTERSECTION THEREOF WITH THE AFORESAID SOUTH RIGHT OF WAY UNE
OF EAST 7TH SOUTH:
THENCE ALONG SAID SOUTH RIGHT OF WAY LINE NORM 89'46'42' EAST 2592.75 FEET TO THE
TRUE PONT OF BEGINNING.
THE ABOVE DESCRIBED REAL PROPERTY CONTAINS 73.34 ACRES, MORE OR LESS..
MADISON COUNTY TREASURER
APPROVED THIS 1Sn DAY OF
2008 BY THE MADISON COUNTY TREASURER PER IDAHO CODE 50 -1 I HEREBY
CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THIS PROJECT ARE CURRENT.
m
CITY OF REXBURG APPROVAL
MIS IS TO CERTIFY MAT THE PLAT DEPICTED HEREON H BEEN
APPROVED MIS /A DAY OF 2008.
B'.AK, OUNOL Of URC; MADISON COUNTY, 'DAN
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O.
MAYOR ,
N
LAN N
I, , A REGISTERED PROFESSIONAL LAND
SURVEMIF HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT, AND FWD THAT IT
COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS
(SECTION 5D- 1305).
RECORDER'S CERTIFICATE
I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF SEVENTH SOUTH CHUR04 SUBDIVISION
WAS FILED IN ME OFFICE d:]ME RE CORDER Qi MADISON COUNTY, HOMO, ON
THIS a K DAY OF J�4 2008 A -T : 'JS
AND RECORDED AS INSTRUMENT N0. .3y
�/ ..
COUNTY CORDER /W
i_�
(//' MIStFMFReM iF 347688
RER6URp, MIAdtpN Ip,Alp
7 ' R AR. I6 ^TPWTRI: 2
R1FW4�ER. MCHAR9 N
1MARWYRR R
IRRIGATION WATER RIGHTS -
.. R.- :1t.00
WATER RIGHTS AND ASSESSMENT OBUGATIONS ME NOT APPURTENANT TO ME LANDS
WTHIN THIS PLAT. LOTS WITHIN MIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT,
FLOOD PLAIN DESIGNATION
SUBJECT PROPERTY IS IN FLOOD ZONE X PER
FEMA FLOOD INSURANCE RATE MAP NUMBER
4 0550002D -D, EFFECTIVE DATE .UNE 3,
991.
R E F E R E N C E S
R -1: DRIGAL PL pM9ON. M AT OF THE CRE9i MANN SU6 t No. 170137, M.C.R..
R -21 RECORD OF AMVEY MAP FOR LDS CHURCH, MST. N 315X51, M.C.R.
SURVEYOR'S CERTIFICATION
I, DARK 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 NY DIRECT
SUPERVISION AND IS A TRUE AND CORRECT REPRESENTATION THEREOF.
SHEET 2 OF 2
44 Obe Y E R
a ROUT•lu
ENGINEERING • PLANNING • MANAGEMENT
313'E. 4TH NORTH, SUITE 108,
REXBURG, IDAHO 83340 -6001
(208).666 -8800
SEVENTH SOUTH CHURCH
SU BDIVISI ON j
1
A SUBDMSION OF A PORTION OF THE LANDS OF
CORPORATION OF THE PRESIDING BISHOP OF
THE CHURCH OFJESUS CHRIST
OF LATTER -DAY SAINTS
MAW BY: C.J.K. DATE: 24 -AM -M
CHECKED. BC D.E.Y. JOB NO.: O8D24
GRAMM , 061 0640 -31 -1
N
- SEVENTH SOUTH CHURCH SUBDIVISION --
A PORTION OF THE N1/2 OF THE NE1 /4
- SECTION 31 -
NDN N GUANTER CORNER. TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY IDAHO.
iOUND &UM6WM CAP PER 5/6'
REBAA PER P -J AND PFA C.P.REC, 1AN05 D< lIIE an O PEXBURG
INST. 2)]6)6. /OUST. NR. 316539, N.C.R.
secnaN IJNE '
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PER INST, ne. 264965
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SECTION 31:
FOUND ITO BRASS
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NORINEMT CORNER, . 1 1111 -3 AND PEA GP.NEC.
ON 31
SECTION LAST. 281.161.
FOUND ITD BRASS
YOI{MENT IN VAULT PER
R -3 AND Pa cv.REC. 3 0 2 9
Nsr. %4361.
2 9 POINT OF �N
3 2 BEGINNING II �SECnON UNE
7 �m I
0 IDD 200 400
I SCALE: 1" =200 \ I N89'44'29'E
316 Q BASIS OF BEARING R_j yy� W II IP 6 .A Iro,ce'
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T HE BASIS
OF BEARINGS OF THIS MAP IS GRID NORTH DR 1.88-y
THE IDAHO STATE PLANE COORDINATE SYSTEM OF 1983, II
2 I u W EAST ZONE, AS DETERMINED BY GLOB& POSITIONING STREET CENTERUNE I 1
r I1; S
YSTE METHODS BASED ON N.G.S. POINT AAWI13. ALL PER R -1.
DISTANCES SHOWN ARE HONZONTAL GROUND DISTANCES tI TANGENT RECORD
IN U.S. 9.MSEY DECIMAL FEET. 1 U CURVE. PER R -1.
I R.11459.16 R 11459.16
EASL ONES OF LOrS t I L-234.88 L-238.21
O AND 3 PRE OFFSE T a3.OU� I Tan.117.a5 T 11'11'911
}'y!� FEET FROM nos u p.1�0'28' Cn127"
LINOS OF THE a)Y a W. CENTERL.E PER R -t. $ 'n 234 BB
sr. NR 316539, M.C.R.
i OUTHEAST CORNER CB_SOO'SO35'E
I PROPERTY UNE IS A oo N/2NEt 4.
FEET, BY RIGHT ANCIE NOTHING t /
FODND. 111 589'H'29 "W
N K= FROM STREET SET 5/e' NEBNt. -- m 1 11I
CEniEPUNE PEP R- t.(SEE 589'50'02 'W I N J ] 1
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ESTABLISHED NE 67.01'
CM. -1 HAVEN EK -1.56'
N8959'06'W SUB 160 .. - S89'44'29'W
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NOTE: - 18228 SHOWN 2.34' I O
MOR TO TRANSFER OUT OF PRESENT OWNERSINP OR UTAH POWER o i tan -81.17 I.SECTION UNE I i STREET CENTERLINE
DEVEEGPMENT OR CONSTRUCTION OF STRUCTURES CRT CO POWOtIINE ARM L
UPON LOT 3, A VEHICLE ACCESS PLAN MUST BE EASEMENT O u I Chad - 162.26 I Ut
ANHtOVEO BY THE aTY OF RE%BURG.
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A---*-y ---*-y � NI m mI ---*-y &ONO THE SUBDINSRIHS NORTH 0 - 162.28
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SUBDIVISION t2 U u I &6 N1/IIrt1 I 32
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B L O C X I I IT 5/6' ROB.. 35 I a 3T
-- ----CREST WEW D� ,I m 1 EAST1 /1 c SECTION 31:
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7.26 ACRES
PROPERTY LINE IS 4300
FEET, BY RIGHT ANGLE
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SECTION 31:
FOUND ITO BRASS
r MOnIMFT1i N VMM1T PEI
NORINEMT CORNER, . 1 1111 -3 AND PEA GP.NEC.
ON 31
SECTION LAST. 281.161.
FOUND ITD BRASS
YOI{MENT IN VAULT PER
R -3 AND Pa cv.REC. 3 0 2 9
Nsr. %4361.
2 9 POINT OF �N
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OF BEARINGS OF THIS MAP IS GRID NORTH DR 1.88-y
THE IDAHO STATE PLANE COORDINATE SYSTEM OF 1983, II
2 I u W EAST ZONE, AS DETERMINED BY GLOB& POSITIONING STREET CENTERUNE I 1
r I1; S
YSTE METHODS BASED ON N.G.S. POINT AAWI13. ALL PER R -1.
DISTANCES SHOWN ARE HONZONTAL GROUND DISTANCES tI TANGENT RECORD
IN U.S. 9.MSEY DECIMAL FEET. 1 U CURVE. PER R -1.
I R.11459.16 R 11459.16
EASL ONES OF LOrS t I L-234.88 L-238.21
O AND 3 PRE OFFSE T a3.OU� I Tan.117.a5 T 11'11'911
}'y!� FEET FROM nos u p.1�0'28' Cn127"
LINOS OF THE a)Y a W. CENTERL.E PER R -t. $ 'n 234 BB
sr. NR 316539, M.C.R.
i OUTHEAST CORNER CB_SOO'SO35'E
I PROPERTY UNE IS A oo N/2NEt 4.
FEET, BY RIGHT ANCIE NOTHING t /
FODND. 111 589'H'29 "W
N K= FROM STREET SET 5/e' NEBNt. -- m 1 11I
CEniEPUNE PEP R- t.(SEE 589'50'02 'W I N J ] 1
I' ,-SECTION UNE STREET CL DETUI AT - - -- 141{.26
RIGNi) SO015'31'E 1
ESTABLISHED NE 67.01'
CM. -1 HAVEN EK -1.56'
N8959'06'W SUB 160 .. - S89'44'29'W
I I R.115OT16 MOH. PER R - 4 AS R -
NOTE: - 18228 SHOWN 2.34' I O
MOR TO TRANSFER OUT OF PRESENT OWNERSINP OR UTAH POWER o i tan -81.17 I.SECTION UNE I i STREET CENTERLINE
DEVEEGPMENT OR CONSTRUCTION OF STRUCTURES CRT CO POWOtIINE ARM L
UPON LOT 3, A VEHICLE ACCESS PLAN MUST BE EASEMENT O u I Chad - 162.26 I Ut
ANHtOVEO BY THE aTY OF RE%BURG.
PER MST. No 1]8110 RECOtOED SB9'45
IN CB.500'39'36'E I ui I
2YW `I
L O T 3 TIP Iw TDB
R.I1502. '
13.76 ACRES I ' O Im /_STREET CENTERLINE m I \
G 1197.91' -. 8.92' _ -- --__ PER R -1, R -I j
NEW 6' NNUNIL FENCE RUNS F FE
10 3. >S ET . I I
pOtM Di F PROPERTY UNE WN
. THIS FENCE IS CJ:NERN3Y S89Y5'22'W 589'45'22 -W I _
ECOGMZED BY PROPER OERS N CREST HAVEN I VI \. S U `y, I NI
TO RE NORM OF THE OLD FENCE VMlgl FORAERIY 048 30' I ',\ �f. 'n
A---*-y ---*-y � NI m mI ---*-y &ONO THE SUBDINSRIHS NORTH 0 - 162.28
\
UNE NONE ON LESS. I Q� O O
-G (1272.51' TO T &) 7 - _ _ (i _M
R•a5'29'W-- -._._. _119].91 - . ee�� 58950AST '02 "W 1414.28'^^.
SOUTHE CORNER
SUBDIVISION t2 U u I &6 N1/IIrt1 I 32
I NOTHIN
FOUND, 14
B L O C X I I IT 5/6' ROB.. 35 I a 3T
-- ----CREST WEW D� ,I m 1 EAST1 /1 c SECTION 31:
L MON. PER C.P.REC. INST ST %
b GR W R -2 BURIED BY SUNRISE
j N i i E PON TS, POPOSITI ISTA
2 ESTABUSNED PEA R -2
I >
Im In )E ET
I CREST NEW DR. I FOUND an OF
GL MOT.
NOT
o scAE
I FOUND qTY l I v REIIBWC STREET
- _S89'47'11'W_ _ - MOIL., GL
361.91' (-.2D R -4) - I ��CPEST MEW DILL
�s4 •29•w IR 31{7689 �ri
I I 0. EX BURG'
RBURG. YNIDISON, DA110
).2i2W! pi:23:00 MR. o/Paga:2
EAST 1/4 CORNER, S CTgN 31: I Recor6M IOU: RICHARD
I NON. PER C.P.C.P.- NST 26M96 I U MARAYM R RABID S H F :11.D0
AND R -2 BURIED BY SUNRISE I �• Ea -0INb PAaar6lr Dq
NOR PER it-3_/ FOUND
LOT 1
7.26 ACRES
PROPERTY LINE IS 4300
FEET, BY RIGHT ANGLE
NEASURL FROM STREET
CENTERUNE PEN R -1.(SEE
STREET GL OEiuL AT
RNNi)
470,06'
1199.3]'
uNasaosED W1oTH
. MAPCH 20,
%9.
18
1- 182.26
r9D -e1.0
N
CN
CB�S00'39'}6'E
8ri1 -1 II � - 11 I 2 I} C RE T HAVE
INST Na 319861
F ^'
l
REFERENCES
lE
INST Na. 227457, M.C.R.
R -5
R� 99.83'
500'31'O R-6 NB9_'48'15'E
3.12'0 556.06 T (556.00 R - 6 „
589'S0'02'W
5694]31'W
664.08' R -51 589'50 04' 02 W
356.
_ SB9'50'02'W 1414.26'
THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, LC RECORDED
SOUTHEAST CORNER
R -}:
I/4
/]NE1 /1.
NOTNN" FOUND.
EXTERIOR BOUNDARY OF SUBDIVISION I
SET S/9' me..
l
REFERENCES
lE
R -1:
THE RIGHT OF WAY MAPS OF THE STATE HIGHWAY PROJECT M- 7796(001) OF SKYLINE
d I;
- I
R`2DJ8_0]_�-
17
DRIVE (2ND EAST ST.) ON FILE AT THE RE XBURG CITY LL
I
R -2:
THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, LC RECORDED
k
k I
I
R -}:
NOVEMBER 1, 2006 AS INSTRUMENT N. 332346, M.C.R.
THE RECORD OF SURVEY MAP FOR ME LDS CHURCH RECORDED
SEPTEMBER 29, 2004 AS INSTRUMENT No. 315051, M.C.R.
EXTERIOR BOUNDARY OF SUBDIVISION I
R -4:
ME OFFICIAL PLAT OF THE CREST HAVEN SUBDIVISION RECORDED
Iv REXBURG, IDAHO 83340 -6001
R -5:
DECEMBER 5. 1977 AS INSTRUMENT N0. 170137, M.C.R.
ME RECORD OF SURVEY MAP FOR LDS REALTY RECORDED
S I
1A
SEPTEMBER 5. 1992 AS NSTRUMENT No. 243782.. M.C.R.
1-8: THE ALTA SURVEY MAP FOR PROPERTY RESERVE. INC. RECORDED
JANUARY 28, 1992 AS INSTRUMENT No. 240774, M.C.R.
1
L E G E N D D
DRIVE IMPROVEMENTS. 8
0- 318' REBAR WTI LS. CAP SET N
CENTER ,,. CDINNER:
3'1 I
F IN OU M OU PER S �EA"r PER R
c e NST 26�)cAAT
- I
R`2DJ8_0]_�-
17
TINS Po9na+-
--------------------
SB9'SJ'47'W-
(2678.37' P -5) ;
52BRYJ9'E.
23. oe'
O ..SECTON CORNER FOUND 011 SET AS NIOICAIED I
FOUND BRASS CAP
L E G E N D D
DRIVE IMPROVEMENTS. 8
0- 318' REBAR WTI LS. CAP SET N
8 E
R -7 O - FOUND 1/2' REBAt PER R6EN04CE INDICATED. I
I V
OR AS NO
R -1 0- FOUND BRASS STREET MONUMENT PER R -1.
Q -SET 11Y REBAR
i L
O ..SECTON CORNER FOUND 011 SET AS NIOICAIED I
Llc
M.C.R. . MADISON COUNTY RECORDS I
I- ENGINEERING .• PLANNING -MANAGEMENT
EXTERIOR BOUNDARY OF SUBDIVISION I
I8 343 E. 4TH NORTH, SUITE 108,
- - - - - - - STREET CENTER LIN PER R -1 I
Iv REXBURG, IDAHO 83340 -6001
INTERIOR LOT UNE OF 4'" (
(208) 656 -8600
- - -- _ -- SECTION OR SECTIDN $ SIGN UNE 1
1A
UNE
EASTING -------------------- ATHEMATICK I
I
EAST t 4 CORNER. ON
MON. P CP.REC. MST 26n9B I
AND R -2 BURIED BY SUNRISE
ORVE WJPRGWA NTS. POSITION
ESTABLISHED PER R -2.
N89'SJ'21'E - ---------------
------------- - - - - -- - - Qf
-- i6 - 372 ' 91 - ( %3294' PER R -5) -317
I
` MgNENT AT FENCE
FOUND BRASS GAP ` INT W ERSECTI N PER C,P,REO SANITARY RESTRICTION
MONUMENT W VM/lT. OUST. 26)99) (J SEPT. SARTMY NESIWCTIMS AS I EOL ED BY UANO COOS, RITE 50. WAITER 13 ARE IN
(1/2' MAN PER CAREC. 1997). FORCE. NO OWNER SHALL CONSTRUCT ANY BUILDING, DINELLMG O SHELTER .W CH
3 SEPT 1997 INST. No NECESSITATES THE SUPPLYING OF WATER OR SEWAGE FAaUTES FOR PERSONS USNG
266005, SUCH PREMISES UNTIL SANITARY RESIRICTTON RECOBENENTS ARE SATISFIED.
SURVEYOR'S RTIFICATION
I. DARE MOON. A REGISTERED PROFESSIONAL ENGINEER AND LAND
SURVEYOR, IDAHO LICENSE NO. 7920. DO HEREBY ATTEST THAT ME
PLAT DEPICTED HEREON WAS SURVEYED BY ME OR UNDER MY DIRECT
SUPERVISION AND IS .A TRUE AND CORRECT REPRESENTATION THEREOF.
SU BDIVISI ON
SHEET 1 OF 2
A SUBDIVISION OF A PORTION OF THE LANDS OF
# CORPORATION OF THE PRESIDING BISHOP OF
°9 THE CHURCH OFJESUS CHRIST
A - OF LATTER -DAY SAINTS
DRAWN BY: C.J.K. DATE 2-JUN-05
CHECKED BY: D.E.M. JOB NO .21 t
DRAWNQ OB02hFM 06401 -J1 1
DRAWN BY: C.J.K. DATE 2-JUN-05
CHECKED BY: D.E.M. JOB NO .21 t
DRAWNQ OB02hFM 06401 -J1 1
1: NORTHAST CORNER, SECTION 3
SEVENTH SOUTH CHURCH SUBDIVISION FOUND E ITD BRASS MONUMENT IN
[ PER R-3 AND PER C.P.REC.
A PORTION OF THE N1/2 OF THE NE1/4 INST. 264361.
- SECTION 31 - 3° 2 J
S89'46'42 "W 2635.85' 1
NORTH QUARTER CORNER, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN 3
SECTION 31:
ALUMINUM CAP ON 5/8"
REBAR PER R-3 AND PER C.P.REC. MADISON COUNTY, IDAHO. Ln
INST. 273876. w cn ll
U1
30 2 0 U
M, to
S89'46'42"W _ 2635.85' - - - - - - - - - - - - - - - - - - - R=11502.16 P
L=162.26
E: S 7 - 7 -F Tan=81.13
I3 7
S0O*1 5'21 "E 1 0 A--0*48'30"
MON PER N89*46'42"E
NOT FOUND -1389.
CITY OF REXBURG STORM
SEWER PIPELINE AND
STORM DETENTION POND
EASEMENT PER INST. No.
239976, RECORDED
NOVEMBER 14, 1991, AND
z
0
co
PER 114al. No. 204900
RECORDED FEBRUARY 10.
1997.
UTAH POWER AND LIGHT
CO. POWERLINE EASEMENT
OF UNDISCLOSED WIDTH
PER INST. No. 136110
RECORDED MARCH 20,
1969.
0)
II
15* WIDE CITY OF REXBURG
STORM SEWER PIPELINE
EASEMENT PER INST. No.
239976, RECORDED
+j
NOVEMBER 14, 1991, AND
PER INST. No. 264985
RECORDED FEBRUARY 10.
1997.
L 0 T
39.39 ACRES
...... ...... ...... ...
10' WIDE INTERMOUNTAIN
GAS COMPAMYEASEMENT
PER INST. No. 306252j
RECORDED AUGUST 26,
2003.
21
UTAH POWER AND LIGHT
CO. POWERLINE EASEMENT
OF UNDISCLOSED WIDTH
PER INST No. 136110
RECORDED MARCH 20,
1969.
15' WIDE CITY OF REXBURG
STORM SEWER PIPELINE
EASEMENT PER INST. No.
239976, RECORDED
NOVEMBER 14, 1991, AND
PER INST. No. 264985 S89'45'22"W
RECORDED FEBRUARY 10. 11 74 60'
(A
-4
Cs "
M 9
FA
2592.75 90.00 Chord=162.26
0
- • - • - - - 799.92' - - - - • - - - ' - 403.10 -- - - - - - CB=S00*39'36"E
431 MON PER R-3 -N 589*45'22"W 0 100 200 400
MON PER R-3 NOT FOUND :, -41.92'
o NOT FOUND S89*45'22"W 1197.9l'-.-u 1 59 ESTABLISHED NE
V)
Lo TRUE POINT OF 0 5.' COR. CREST HAVEN
R=50.00 P 0 SCALE: 1"=200'
0 (n .
0 BEGINNING 01 - - - - - - SUB. 150' FROM CL.
L=63.32 0 Ln S89'50'02"W 1 �70707. MON. PER R-4 AS
0 .0� BASIS OF BEARING
z
-1 w SHOWN.
Tan=36.70
SOUTHEAST CORNER I - �j THE BASIS OF BEARINGS OF THIS MAP IS GRID NORTH ON
N W L4 9)
N1/2NE1/4. N) K) THE IDAHO STATE PLANE COORDINATE SYSTEM OF 1983.
Chord=59.1', rl; NOTHING FOUND,' cy) - EAST ZONE, AS DETERMINED BY GLOBAL POSITIONING
CB=S36'16'37"W -\� SET 5/8" REBAR. FOUND CITY OF SYSTEM METHODS BASED ON N.G.S. POINT AA3683. ALL
x= 72'33'39" 7
L 0 T 2
12.89 A CRES
N89*59'50"W v !0 0
28.24'N
M
3:
729.27'
N89*59'06"W
0 -,
:-
0
P
0 Co
0
V)
FOUND CITY REXBURG STREET DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
CL MON.
L 0 T 1 1 CREST VIEW DR.
CREST VIEW DR. 0
S89 CL MON. CL
IN U.S. SURVEY DECIMAL FEET.
0
7.26 ACRES 361.91' (361.20' R- 4) S8.492*44'29"W
I
I o '
EAST 1/4 CORNER, SECTION 31:
MON. PER C.P.REC. INST 267998
AND R-2 BURIED BY SUNRISE
DRIVE IMPROVEMENTS. POSITION
ESTABLISHED PER R-2.
N89'53'21 "E
2632.91' -
470.06'
11 99.33'
0.56' SOO*31'02"E 1997• 009 1+ / .)I W ALONG " APPROXIMATELY ALONG IML SUBDIVISIONS NUKIN Chord = 162.26 Cnord=2234.88
3.12' 99.83') LINE, MORE OR LESS. CB=S00*39'36"E 43' CB=SOO*50'3, E
R-3, R-5 272.51' TOTAL)
. . . . . . . . . . . . . . (1 S89*45'22"W - • -• -•- - 1
- - 197.91 -- - - - - - - - --
..... .....
R-S F "
S89*50'02"W 664.08' S89 556.05 R4 R-4 456.68' ( PER R-4) INVO S' E'r
SOUTHWEST CORNER -P R- 6 CREST HAVEN SUBDIVISION
rd pt
\-N1/2NE1/4, SET ox A R-6
5/8 REBAR. 0
CREST VIEW DR.
R-5 0 CA
S00'31'02"E R-6 N89'46'1 5 "E
S89*50'02"W 1 2 556.06' k-
3.
-- - - - 7N
(19
664.08' R-5 � -89`50'T2 " w 1970.30
T 70.27 R-3)
SOUTHEAST CORNER! 4 y
N1/2NE1/4.
NOTHING FOUND,
SET 5/8" REBAR.
SEE SECTION LINE
0)
A DETAIL AT UPPER
bo RIGHT
0 - k W R E F E R E N C E S L E G E N D
>
r L4
R-1: THE RIGHT OF WAY MAPS OF THE STATE HIGHWAY PROJECT M-7796(001) OF SKYLINE = 5/8" REBAR WITH L.S. CAP SET
DRIVE (2ND EAST ST.) ON FILE AT THE REXBURG CITY HALL.
R-30 = FOUND 1/2 REBAR PER REFERENCE INDICATED,
Q R-2: THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, LC RECORDED
0) NOVEMBER 1, 2006 AS INSTRUMENT No. 332346, M.C.R. OR AS NOTED. Icn
41 0 - FOUND BRASS STREET MONUMENT PER R-1. L� C
--j R-3: THE RECORD OF SURVEY MAP FOR THE LDS CHURCH RECORDED N) -1
SEPTEMBER 29, 2004 AS INSTRUMENT No. 315051, M.C.R. @) = SET 112" REBAR 9 Ui
�4
R-4: THE OFFICIAL PLAT OF THE CREST HAVEN SUBDIVISION RECORDED 60'
DECEMBER 5, 1977 AS INSTRUMENT No. 170137, M.C.R. = SECTION CORNER FOUND OR SET AS INDICATED rq
.4 R-5: THE RECORD OF SURVEY MAP FOR LDS REALTY RECORDED
P M.C.R. = MADISON COUNTY RECORDS
Ct SEPTEMBER 5, 1992 AS INSTRUMENT No. 243782, M.C.R.
T R-6: THE ALTA SURVEY MAP FOR PROPERTY RESERVE, INC. RECORDED EXTERIOR BOUNDARY OF SUBDIVISION
M
M JANUARY 28, 1992 AS INSTRUMENT No. 240774, M.C.R. — - — - — - — STREET CENTERLINE
—INTERIOR LOT LINE OF SUBDIVISION
- - - - - - - - - - SECTION OR SECTION SUBDIVISION LINE
ADJOINING PROPERTY LINE
EAST 1/4 CORNER, SECTION 31:
CENTER 1/4 CORNER: MON. PER C.P.REC. INST 267998
FOUND 5/8 REBAR AND CAP AND R-2 BURIED BY SUNRISE
DRIVE IMPROVEMENTS. POSITION
PER C.P.REC. INST. 267997 AT
THIS POSITION.
/ -"HARPER-LEAVITT" PER R-5. ESTABLISHED PER R-2.
R-3 REPORTS THE BRASS CAP
* N89*53'21"E
\S28*27'39"E 2632.91' (2632.94' PER R-5) -3-1
23.06' Sl\
FOUND BRASS CAP
\_MONUMENT AT FENCE SURVEYOR'S CERTIFICATION
INTERSECTION PER C.P.REC.
INST. 267997 (3 SEPT. 1, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND
1997). 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.
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,
TH EN 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
NOTE:
PRIOR TO TRANSFER OF PRESENT OWNERSHIP OR
UTAH POWER AND
8 LP
0) go
maintain, and operate their equipment and all
1.68'
RECORD
LIGHT CO. POWERLINE
oo L4
CURVE:
ri
R=11459.16
L=238.21
DEVELOPMENT OR CONSTRUCTION OF STRUCTURES ON
EASEMENT OF CA
L4
A--1*11'27"
A
Chord=234-88
LOT 3, A VEHICLE ACCESS PLAN MUST BE APPROVED
W
UNDISCLOSED WIDTH
a i
- -1.56'
all structures within the PUE at the lot owner's
L4
Ln
BY THE CITY OF REXBURG.
Ln L T 3
Ln
PER INST. No. 136110
RECORDED MARCH 20,
11
b I
time may any permanent structures, or any
other obstruction which interferes with the use
0
of the PUE, be placed within the PUE without
1 2
I
prior written approval of all utility companies
with facilities in the PUE.
1969.
43
Qo 13.76 ACRES
0
En
NEW 6' CHAINLINK FENCE RUNS 1.8'1 TO 3.7± FEET
R= 1 1502.16
R=11459.16
0
0
NORTH OF PROPERTY LINE. THIS FENCE IS GENERALLY
L=162.26
L=234.88
-1
RECOGNIZED BY PROPERTY OWNERS IN CREST HAVEN
Tan=81.13
Tan=117.45
TO BE NORTH OF THE OLD FENCE WHICH FORMERLY
I
A-
I
x=1'10'28"
M(,i
0.56' SOO*31'02"E 1997• 009 1+ / .)I W ALONG " APPROXIMATELY ALONG IML SUBDIVISIONS NUKIN Chord = 162.26 Cnord=2234.88
3.12' 99.83') LINE, MORE OR LESS. CB=S00*39'36"E 43' CB=SOO*50'3, E
R-3, R-5 272.51' TOTAL)
. . . . . . . . . . . . . . (1 S89*45'22"W - • -• -•- - 1
- - 197.91 -- - - - - - - - --
..... .....
R-S F "
S89*50'02"W 664.08' S89 556.05 R4 R-4 456.68' ( PER R-4) INVO S' E'r
SOUTHWEST CORNER -P R- 6 CREST HAVEN SUBDIVISION
rd pt
\-N1/2NE1/4, SET ox A R-6
5/8 REBAR. 0
CREST VIEW DR.
R-5 0 CA
S00'31'02"E R-6 N89'46'1 5 "E
S89*50'02"W 1 2 556.06' k-
3.
-- - - - 7N
(19
664.08' R-5 � -89`50'T2 " w 1970.30
T 70.27 R-3)
SOUTHEAST CORNER! 4 y
N1/2NE1/4.
NOTHING FOUND,
SET 5/8" REBAR.
SEE SECTION LINE
0)
A DETAIL AT UPPER
bo RIGHT
0 - k W R E F E R E N C E S L E G E N D
>
r L4
R-1: THE RIGHT OF WAY MAPS OF THE STATE HIGHWAY PROJECT M-7796(001) OF SKYLINE = 5/8" REBAR WITH L.S. CAP SET
DRIVE (2ND EAST ST.) ON FILE AT THE REXBURG CITY HALL.
R-30 = FOUND 1/2 REBAR PER REFERENCE INDICATED,
Q R-2: THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, LC RECORDED
0) NOVEMBER 1, 2006 AS INSTRUMENT No. 332346, M.C.R. OR AS NOTED. Icn
41 0 - FOUND BRASS STREET MONUMENT PER R-1. L� C
--j R-3: THE RECORD OF SURVEY MAP FOR THE LDS CHURCH RECORDED N) -1
SEPTEMBER 29, 2004 AS INSTRUMENT No. 315051, M.C.R. @) = SET 112" REBAR 9 Ui
�4
R-4: THE OFFICIAL PLAT OF THE CREST HAVEN SUBDIVISION RECORDED 60'
DECEMBER 5, 1977 AS INSTRUMENT No. 170137, M.C.R. = SECTION CORNER FOUND OR SET AS INDICATED rq
.4 R-5: THE RECORD OF SURVEY MAP FOR LDS REALTY RECORDED
P M.C.R. = MADISON COUNTY RECORDS
Ct SEPTEMBER 5, 1992 AS INSTRUMENT No. 243782, M.C.R.
T R-6: THE ALTA SURVEY MAP FOR PROPERTY RESERVE, INC. RECORDED EXTERIOR BOUNDARY OF SUBDIVISION
M
M JANUARY 28, 1992 AS INSTRUMENT No. 240774, M.C.R. — - — - — - — STREET CENTERLINE
—INTERIOR LOT LINE OF SUBDIVISION
- - - - - - - - - - SECTION OR SECTION SUBDIVISION LINE
ADJOINING PROPERTY LINE
EAST 1/4 CORNER, SECTION 31:
CENTER 1/4 CORNER: MON. PER C.P.REC. INST 267998
FOUND 5/8 REBAR AND CAP AND R-2 BURIED BY SUNRISE
DRIVE IMPROVEMENTS. POSITION
PER C.P.REC. INST. 267997 AT
THIS POSITION.
/ -"HARPER-LEAVITT" PER R-5. ESTABLISHED PER R-2.
R-3 REPORTS THE BRASS CAP
* N89*53'21"E
\S28*27'39"E 2632.91' (2632.94' PER R-5) -3-1
23.06' Sl\
FOUND BRASS CAP
\_MONUMENT AT FENCE SURVEYOR'S CERTIFICATION
INTERSECTION PER C.P.REC.
INST. 267997 (3 SEPT. 1, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND
1997). 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.
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,
TH EN 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
10 D Y E R
J 0 R 0 U P LLC.
ENGINEERING • PLANNING • MANAGEMENT
343 E. 4TH NORTH, SUITE 108,
REXBURG, IDAHO 83340 -6001
(208) 656-8800
SEVENTH SOUTH CHURCH
SUBDIVISION
UTILITY EASEMENTS
Ln
00
Utility companies shall have the right to install,
maintain, and operate their equipment and all
1.68'
RECORD
TANGENT
PER R-1:
CURVE:
R=11459.16
R=11459.16
L=238.21
L=234.88
Tan=119.11
Tan=117.45
A--1*11'27"
A
Chord=234-88
CB=S00*50'35"E
7
- -1.56'
all structures within the PUE at the lot owner's
L4
Ln
expense, or a utility company may remove such
00
structures at the lot owner's expense. At no
b I
time may any permanent structures, or any
other obstruction which interferes with the use
z
of the PUE, be placed within the PUE without
1 2
I
prior written approval of all utility companies
with facilities in the PUE.
10 D Y E R
J 0 R 0 U P LLC.
ENGINEERING • PLANNING • MANAGEMENT
343 E. 4TH NORTH, SUITE 108,
REXBURG, IDAHO 83340 -6001
(208) 656-8800
SEVENTH SOUTH CHURCH
SUBDIVISION
SHEET 1 OF 2
A SUBDIVISION OF A PORTION OF THE LANDS OF
CORPORATION OF THE PRESIDING BISHOP OF
THE CHURCH OF JESUS CHRIST
OF LATTER-DAY SAINTS
C-3
N cIS TE � LAIvo 1P 6/, OF RECORD
cts 3\SUPPaw 1111,6 rN eyorAlf INST. No. 307662, M.C.R.
7920 INST. No. 307663, M.C.R.
15-MAY-08
DRAWN BY: C.J.K. DATE: 15-MAY-08
T � TE OF �� P CHECKED BY: D.E.M. JOB NO.: 08024
RR MO DRAWING: 08024-FM 06401-31-1
UTILITY EASEMENTS
Utility companies shall have the right to install,
maintain, and operate their equipment and all
other related facilities above and below ground
RECORD
within the Public Utility Easements (PUE)
PER R-1:
Identified on this plot map as may be necessary
R=11459.16
or desirable in providing utility services within
L=238.21
and without the lots identified herein, including
Tan=119.11
the right of access to such facilities, and the
A--1*11'27"
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.
SHEET 1 OF 2
A SUBDIVISION OF A PORTION OF THE LANDS OF
CORPORATION OF THE PRESIDING BISHOP OF
THE CHURCH OF JESUS CHRIST
OF LATTER-DAY SAINTS
C-3
N cIS TE � LAIvo 1P 6/, OF RECORD
cts 3\SUPPaw 1111,6 rN eyorAlf INST. No. 307662, M.C.R.
7920 INST. No. 307663, M.C.R.
15-MAY-08
DRAWN BY: C.J.K. DATE: 15-MAY-08
T � TE OF �� P CHECKED BY: D.E.M. JOB NO.: 08024
RR MO DRAWING: 08024-FM 06401-31-1
--- SEVENTH SOUTH CHURCH SUBDIVISION ---
A PORTION OF THE N1 /2 OF THE NE1 /4
- SECTION 31 -
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY, IDAHO,
MADISON COUNTY TREASURER
APPROVED THIS DAY OF
2008 BY THE MADISON COUNTY TREASURER PER IDAHO CODE 50- 1308.1 DO HEREBY
CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THIS PROJECT ARE CURRENT.
COUNTY TREASURER
DEDICATION
STATE OF IDAHO
COUNTY OF MADISON SS
KNOW ALL MEN BY THESE PRESENTS THAT CORPORATION OF THE PRESIDING BISHOP OF
THE CHURCH OF JESUS CHRIST OF LATTER —DAY SAINTS IS THE OWNER OF THE REAL
PROPERTY AS SHOWN ON THIS PLAT. BE IT FURTHER KNOWN THAT SAID OWNER
AGREES TO THE DESIGNATION OF SAID REAL PROPERTY AS SEVENTH SOUTH CHURCH
SUBDIVISION. FURTHER THAT THE OWNER GRANTS, GIVES AND DEDICATES TO THE PUBLIC
SUCH PORTIONS OF LAND AS SHOWN ON SAID PLAT, AS SET APART FOR STREETS,
EASEMENTS, AND ANY OTHER DESIGNATED PUBLIC LAND FOR THE USE OF THE PUBLIC
FOREVER (PER IDAHO CODE 50 -1313) IN ADDITION TO THOSE NOW ON RECORD OR
LEGALLY ESTABLISHED.
IT IS ALSO CERTIFIED THAT THE EXISTING BUILDINGS ON LOTS 1 AND 2 AND 4 WITHIN
THIS SUBDIVISION ARE BEING SERVED BY THE CITY OF REXBURG MUNICIPAL WATER AND
SEWER SYSTEMS. NO NEW DEVELOPMENT IS CURRENTLY PROPOSED FOR THIS SUBDIVISION.
RESIDING IN
CITY ENGINEER
LEGAL DESCRIPTION
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO.
SECTION 31: A PORTION OF THE N1/2 OF THE NE1 /4, AND MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 31, MARKED BY AN IDAHO
TRANSPORTATION DEPARTMENT MONUMENT IN AN IRON VAULT, AND RUNNING THENCE ALONG
THE NORTH LINE THEREOF SOUTH 89'46'42" WEST 43.00 FEET; THENCE SOUTH 0'15'21" EAST
90.00 FEET TO THE INTERSECTION OF THE SOUTH RIGHT OF WAY LINE OF EAST 7TH SOUTH
AND THE WEST RIGHT OF WAY LINE OF SOUTH 2ND EAST, SAID INTERSECTION BEING THE TRUE
POINT OF BEGINNING:
THENCE ALONG SAID WEST RIGHT OF WAY LINE SOUTH 0'15'21" EAST 1068.36 FEET TO A 5/8"
REBAR SET THEREON;
THENCE CONTINUING SOUTHERLY ALONG SAID WEST RIGHT OF WAY LINE ALONG A CURVE TO
THE LEFT HAVING A RADIUS OF 11502.16 FEET, A CENTRAL ANGLE OF 0'48'30 ", AN ARC
LENGTH OF 162.26 FEET, A CHORD BEARING OF SOUTH 0'39'36" EAST, AND A CHORD LENGTH
OF 162.26 FEET TO THE 5/8" REBAR MARKING THE INTERSECTION THEREOF WITH THE NORTH
LINE OF THE CREST HAVEN SUBDIVISION, THE OFFICIAL PLAT OF WHICH IS RECORDED AS
INSTRUMENT No. 170137;
THENCE ALONG THE NORTH LINE THEREOF SOUTH 89'45'22" WEST 1272.51 FEET TO THE Vii"
REBAR MARKING THE NORTHEAST CORNER OF THAT REAL PROPERTY CONVEYED FROM WARD TO
CLINGER BY THE WARRANTY DEED RECORDED DECEMBER 2, 1987 AS INSTRUMENT No. 223457;
THENCE ALONG THE NORTH LINE THEREOF SOUTH 89'47'31" WEST 99.83 FEET TO THE 1 /2 "
REBAR MARKING THE NORTHEAST CORNER OF THAT REAL PROPERTY CONVEYED FROM XXXX TO
PROPERTY RESERVE, INC. BY THE XXXX RECORDED XXX AS INSTRUMENT No. 240774;
THENCE ALONG THE NORTH LINE THEREOF SOUTH 89'46'15" WEST 556.05 FEET TO THE W"
REBAR MARKING THE NORTHWEST CORNER OF SAID LANDS OF PROPERTY RESERVE, INC.;
THENCE ALONG THE WEST LINE THEREOF SOUTH 0'31'02" EAST 3.12 FEET TO THE
INTERSECTION THEREOF WITH THE SOUTH LINE OF THE AFORESAID N1 /2NE1 /4;
THENCE ALONG SAID SOUTH LINE SOUTH 89'50'02" WEST 664.08 FEET TO THE 5/8" REBAR
MARKING THE SOUTHWEST CORNER OF SAID N1 /2NE1 /4;
THENCE ALONG THE WEST LINE THEREOF NORTH 0'19'22" WEST 1233.64 FEET TO THE 5/8"
REBAR MARKING THE INTERSECTION THEREOF WITH THE AFORESAID SOUTH RIGHT OF WAY LINE
OF EAST 7TH SOUTH;
THENCE ALONG SAID SOUTH RIGHT OF WAY LINE NORTH 89'46'42" EAST 2592.75 FEET TO THE
TRUE POINT OF BEGINNING.
THE ABOVE DESCRIBED REAL PROPERTY CONTAINS 73.29 ACRES, MORE OR LESS..
NOTARY PUBLIC
CITY OF REXBURG APPROVAL
THIS IS TO CERTIFY THAT THE PLAT DEPICTED HEREON HAS BEEN
APPROVED THIS DAY OF , 2008,
BY THE CITY COUNCIL OF REXBURG, MADISON COUNTY, IDAHO.
MAYOR
CITY CLERK
PLANNING AND ZONING
VERIFYING SURVEYOR
I, , A REGISTERED PROFESSIONAL LAND
SURVEYOR HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT, AND FIND THAT IT
COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS
(SECTION 50- 1305).
RECORDER'S CERTIFICATE
I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF SEVENTH SOUTH CHURCH SUBDIVISION
WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO, ON
THIS DAY OF 2008 AT
AND RECORDED AS INSTRUMENT NO.
COUNTY RECORDER
IRRIGATION WATER RIGHTS
WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO THE LANDS
WITHIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT.
FLOOD P LAIN DESIGNATION
SUBJECT PROPERTY IS IN FLOOD ZONE X PER
FEMA FLOOD INSURANCE RATE MAP NUMBER
16065CO020 —D, EFFECTIVE DATE JUNE 3,
1991.
R E F E R E N C E S
R -1: OFFICIAL PLAT OF THE CREST HAVEN SUBDIVISION, INST. No. 170137, M.C.R..
R -2: RECORD OF SURVEY MAP FOR LDS CHURCH, INST. No. 315051, M.C.R.
SURVEYOR'S CERTIFICATION
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.
AUTHORIZED AGENT
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF MADISON SS
BE IT REMEMBERED: THAT ON THIS DAY OF , 2008, BEFORE ME
A NOTARY PUBLIC, IN AND FOR SAID STATE_ PERSONALLY APPEARED
AND THAT HE ACKNOWLEDGED TO ME THAT HE IS AN AUTHORIZED AGENT OF, AND EXECUTED
THE THIS DOCUMENT ON BEHALF OF, CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH
OF JESUS CHRIST OF LATTER —DAY SAINTS.
MY COMMISSION EXPIRES:
SHEET 2 OF 2
4 0 D Y E R
O R O U P LLQ
ENGINEERING • PLANNING • MANAGEMENT
343 E. 4TH NORTH, SUITE 108,
REXBURG, IDAHO 83340 -6001
(208) 656 -8800
SEVENTH SOUTH CHURCH
SUBDIVISION
A SUBDIVISION OF A PORTION OF THE LANDS OF
CORPORATION OF THE PRESIDING BISHOP OF
THE CHURCH OFJESUS CHRIST
OF LATTER -DAY SAINTS
�NN, LAA OF RECORD
�ctss�3 \S PPORT\ rN eyor .tlf INST. No. 307662, M.C.R.
7920 INST. No. 307663, M.C.R.
15— MAY -08
DRAWN BY: C.J.K. DATE: 15— MAY -08
� OF 0 CHECKED BY. D.E.M. JOB NO.: 08024
O gRR M00 DRAWING: 08024 —FM 06401 -31 -1