HomeMy WebLinkAboutMULT DOCS & PLANS - 04-00222 - Jetstream Dr - Airport Commercial Park (Cedar Falls) - Preliminary Plat4 Y
CITY OF
R-EXBUR-G
AMERICA'S FAMILY COMMUNITY
July 15, 2004
7:00 P.M. City Council Chambers
Consent Agenda: The consent agenda includes items which require formal Planning
Commission action, however they are typically routine or not of great controversy. Individual
Commission members may ask that any specific item be removed from the consent agenda for
discussion in greater detail. Explanatory information is included in the Planning
Commission's agenda packet regarding these items.
1. Minutes from June 3, 2004 meeting
2. Tabled requests:
7:05 AmericInn CUP Sign - Permit #04 00173
3. New Business:
7:15 Expansion of Legal Non Conforming Commercial Land Use off Pioneer Road — Discussion on
Storage Units - Gorden & Cherrie Allen 745 -8046
4. PUBLIC HEARING
7:35 Reese — Conditional Use Permit Basement Apartment — Permit #04 00219
8:00 Kartchner Homes — Twin Homes Rezone from LDR1 to MDR - Permit #04 00212
New Business:
8:15 Brentwood Condominimums — Preliminary Plat Permit #04 -00180
8:45 Cedar Falls — Commercial Sub Division — Airport Road — Preliminary Plat— Permit #04 00222
9:15 Walker Subdivision — Preliminary Plat Permit #04 00248
6. Non controversial Items Added to the Agenda:
7. City Council actions on P &Z recommendations: Sidewalks, Commercial Design Standards
8. Zoning Compliance: Kurt Hibbert
9. Unfinished /Old Business
A. Comprehensive Plan
Report on Projects:
Adjournment
THE ABOVE SCHEDULED TIMES REPRESENT A BEST EFFORT AT SCHEDULING. IT MAY BE NECESSARY FROM
TIME TO TIME TO ADJUST THESE TIMES TO ACCOMMODATE UNFORESEEN CIRCUMSTANCES.
Notice: Please contact City Hall three days prior to any city meeting if there is any special assistance needed for disabled
people planning to attend the meeting.
D Y E R
G R O U P
ENGINEERING -PLANNING - MANAGEMENT
Cedar Falls Subdivision
Application for Preliminary Plat Approval
City of Rexburg
July, 2004
Applicant: Cedar Falls, LLC
Address: PO Box 246
St. Anthony, ID 83445
Phone: 624 -3836 (v), 624 -4043 (fl
Contact: Greg Stoddard
Record Owner: Cedar Falls, LLC
Address: as above
THE DYER GROUP, LLC - 310 N 2ND EAST, SUITE 153 - REXBURG, ID 83440 - 1 607
208.656.8800 (VOICE) - 877.721.5025 (TOLL FREE) - 208.656.8808 (FA)0 - 208.390.9700 (CELL)
C
C �aezyillsleAj
Planning and Zoning Commissio
City of Rexburg
SubdMsion Application
� I Z400 � -
A p-I i. cation For App roval of P re I i mLuSu Eg
The attached Subdivision plan has been prepared in accor w ith the Subdivision
Regulations of the cit of Rexburg, an d th following items ue sho on the PIEL U or plans, or
PLItations Vven with respect thereto.
&g en ts fOX krrliminary-Plats:
All Preliminary plats shall be 24" X 36" foldable, drawn to scale, Worth point, d
The following Shall be Sh2_w
m oa the Preliminary Plat or shall be sn
TI= name of the proposed subdivisim: ej&r
2 The locatlop, tb Road Acreage? 0, Nbmbz o pots
3. The names, addresses and telephone mnnben of the subdivider or subdivides an d th
=gincer or surveyor who prepared the plat:
Subdivider
Engineer
Phone Numbers
4. The name and address of all Oro own qnn f eet of the e=CnW boundaries
Of the subdivision whether or not bisected by . public &,f -m as ,4 1own on record it
the County Assessor's office, - Place = pmffininw pl.-J
5 - The legal desc4don of the subdivision -. Piace oxt preliminary Plat ✓
6. AsW
=cWofthej=ded use of the Wo sedsubdi '-;— such as: Residential -
(MA& &m*, two &nmly and multiple housing), Commercial, Indust d4 Recreational or
Agdcaftuml. Show sites go posed. for parks, playp
,romd schools, ch&cbm or other public
areas- -rr*9MM AOAS
7- A -Mm Of the MUM area - scheWed for development if the proposed subdivision is a'
partiot of a laq;er holding jcdended for subsequent development S ee 4
....................... C...'.d ...... 0 . 9 . 9 C. * . O .N ........................................................................................... , ..u n. ..........
8. Ayicinity man showing the relationship of the proposed lat to the sursoundiug area (y
mile of mirdmum radius, scale optional)_ S ee -
9. The lad use and exsting zo ning o F proposed subdivision and the adjaccrrt laud
ter. _ ..
14. Does subdivision co - aform to pmt t zoning? _
11.. Requested zo
12_ Variance Requested Yes _ No " (If yes, attach written request)
13. Requesting annexation. to City? t y C lr�
14. Streets, street =mcs, rights -of way, and roadway widths, includiag adj o�nl.ig ,� of
roadways, curbs and sidewall�s ,e //_
15. Lot lines and blocks showing the dimensions and numbers of each, p2
v
16. Cozitour lines, shown at five (5) feat intervals where land slope is greater titan ten.
percent (10 %) and at two (2) feet hitcrvals where land slope is ten percent (10 1 YO) or lass,
referenced to an established bench madr, iucluding location and elevation.
17 A site report as required by the appropriate health district where individual wells or
septic tmAs are proposed, this shall be in the form of a letter. 141
I.S. Anv pLowscd or existing utilities, including, but not limited to, storai and sanitary
sewers, irrigation laterals, ditches, drains, budges, culverts, water mains, fire hydraats,
Power. gas, street lights and their respective proMes and easements. e
14 Public sires and other departments. approval. (signatures necessary)
a. water f. City -Engineer
b.. sewer g. Planning Commission
e. fire and police h City Council
d electric and/or gas
C. street and traffic -5." ltej . Or tevlecv
20. A copy of any proposed restrictive covens and/or deed restrictlams. (To be attached
or submitted with final plat) W t (( ub v"4 CO M-& 'Alij .
21. Any dedications to the public and/or eas=eats, together witE a stet of location,
dimcnsiow% and purpose of such. gem
�. cam• -��. � Z
ti 'd. 099E'oN
............ ...............................
Wd9d :ll ME
................................... ...............................
i
S FOR C'.C) s 1 L1F.RAITON --
22.. Probable impact of the proposed project on the environment effect Qn:
a. Public safety and convenience �Wb "mss ax,6 4t eti
b- Fire, police, and ambulance services 8"tur.Y e*&c as,c
c. Recreation N.o lac.} ( arc subatt v �
d. Schools • ► .
e. Displacement or relocation of people ^/oxe
f Land values i wphve
9 local and long- distance travel, i.e., highway and local road "..pact f &4 a SU L AVtscak
b. Behavior ofMIdlife species AJ 44urw rovU r"M &107' P
I Water quality acid effect on underground n eater suppy Ovt
j_ Method proposed to dispose of sewage
,k Noise pollution
1. Air pot - atioz+
m. Solid 'waste disposal system proposed
n. Method proposed to dispose fo storm drainage
o. dent of inzcmased city road n=ntemant:e, including snow removal pox /6w 4 owe S�f
�. Fl aodpinin- meth proposed t ata effecto 100 �ter�r fl�T ect on adj ►� _ --
properties 4415 �e /AD
q.. Provisions for housing for persons of low and moderate income WI - 0-mim w � S cS46,
r. Emmouy with the character of surrounding developments GIk q1`"444 opu944S
23 probable adverse en ' ental effects which cannot be avoided
a. rraffc usage M I J� OM f �� e
b.. R.ig ds-of -way required aeJ . � A y(o c '' _
c.. Pollution effect on e�-ting environment ``"�r��` �1 �el
24.. Relitionship between local short tc= uses of man's economic envuonmcnt and the
long -term productivity- l
a. FxLTdng vs. proposed fax base r Ac tQ ` WL Se
V. Costs to City if P:,posaI approved (anmu uD A-56 44 44 ) BSc teWuue
25- Measures taken to minimiz hatmIN effects on en
& Effects of construction activities X 5 tW� &.., dtu' «c# 4*4bbveb,.M4
b. Erosion control S'iA"dad o �te es
c. Stream polhr on prevention .. ► n / `
d. Bono'w -pit rehabilitation. ozw �.c�.,r - Ej lsu �/'� Kb� ( ai
e- Fencing jE�W "-A- ' c _ a. / '
f. Bufferzones
g Replacment of parklands or f =lands ?,Oxo� Gt d wuzelri d e4 Se.
26„ Is this plat plan hamonicus vft and in accordance with the general objectives or with
any specific objective of the City's Comp vheensive Plan?
Yes ,
5 'd 099£'oN
WdLZ :II M Z '£
.............................................
u n�' .
I .....................
9
FOR OFFICE USE 01
1. Date received
2, Date of P & Z action
3. Action taken by P & Z
4 Date Madison County Surveyor Fees paid - (Resolution No_ 249 - May 13, 2002)
paid as follows: Make check payable to (Madison County)
a) Subdivisions with 2 -10 lots $250.00 Date_
b) S'0 visiots wiffi 11 -25 lots $500.00 Data
c) Subdivisions wife 25 or more lots $1,000.00 Date
5. Date of Council action
b_ Action tarn by City
7 Date of final plat approval P & Z City Council_
8.. Water and sewer approval State Health
P� 4
.................. 9 ..... 'd ...... 099E'�N — WdLZ ll b00Z '£ 'u�P
............................................................................................................................. ...............................
4 (Y\
Civil Sitework for
11 911 11 111�
fu
LrI
cN
z
c
Ln
c
c
c
T
Ull
LIj
0
cl
u
- 6
c
m
U
Deparftnedd
([new" Site Plans, PMHu=F
Approved • D64VW46 - WA
AxnxdJb% bifi*
BAGLEY ENTERPRISES
REXBURG, IDAHO
PROJECT NO. 03110
JUNE 2004
CS) ONA G1
G\STE
VED
/Y. S C O
S
Designed By
Schiess & Associates
ENGINEERING -PLANNING -LAND SURVEYING
7103 SOUTH 45TH WEST 310 N 2ND EAST, SUITE #125
IDAHO FALLS, ID 83402 REXBURG, ID 83440
OFFICE: (208) 522-1244 OFFICE: (208) 356-6092
FAX: (208) 522-9232 FAX: (208) 356-6468
1 0 F R E X IF", J
0400223Trqjo Prof. Park
Parking Lot
mi
cNU
//—`TBC=61.40 STANDARD CURB
LI DOWN CURB
1.06 /�TEIC&TFN 62-15
14 1/ F
19 50
BAGLEY
10 ENTERPRISES
CD
EVTING
cc
Def
cN
Aft
o MI
sco
PROXOT NO. 03110 %EET
z DAM JUNE 2004
D K. ROLAND J. CROFT
RESASIONS TO DRAWINGS CW_CKM BY. AMOVO BY. ENTERPRISES SITE PLAN No. OF
This docunent or my=thervof In dotal or design concept Is the property of Schlow At K BOLAND P. SCORESBY ENGINEERING- PLANNING -LAND SURVEYING 1 3
Associates and si�d copled in my fmrn wituat the mittot outwtzation of Schiess & HORIZONTAL SCALE VERIFICAL SCALE Idaho Falls 522-1244 Rexburg 356-6092
1/4" TOOLED RADIUS TOUCH READ BUTTON 1 —8"
2 LID &COVER
R " 2" 1/4" TOOLED RADIUS 1" METE
— R -2" R SIDEWALK, S TREET
1/2' LAWN LEVEL
TOP OF CONCRETE SIDEWALK TO _
BE 1/4" ABOVE BACK OF CURB
v N 12" BARREL EXTENSION
0 2" POLYETHYLENE
0 INSULATION PAD
SL OPE w 1" SCH 40 p
` PVC PIPE WITH
o a S/W CAPS ANGLE METER
CL VALVE
� n o Z STRAP SERVICE LINE
r
TO 1" PIPE WITH
g^ j w ELECTRICAL TIE
0 1" IPS SDR -7 HIGH °
R=3" O w 2 MIN. MOLECULAR DENSITY
Ln d 2'_6'_ R =3" z_ cn POLYETHYLENE PIPE,
Z J STD SIZE POLYTUF CONNECT TO METER
1 STANDARD CURB &GUTTER DETAIL 2 LIP DOWN CURB & GUTTER DETAIL 0 Q METER BOX OR EQUAL -\ \\ ANGLE METER VALVE
_ W /APPROXIMATE FITTINGS
v n 0
HOUSE SIDE
d 1" PE SERVICE LINE 2' -0"
0
0
NM
C
Q
s METER BOX AND METER SETTER DETAIL
C 5' -0" - FOR 1" METERS
C
4" CONCRETE SIDEWALK
0 METER NOTES:
4 ' , 4 ' , 4 ' , a ' , a ' , 4 1. PLACE METERS SO THAT THE TOP OF
e '. THE METER IS BETWEEN 18" AND 22" OF
e METER LID.
........ ............................... 6" OF 3/4" -)
CRUSHED AGGREGATE
BASE 2. ALL SERVICE LINES SHALL BE BORED
.........................
UNDER EXISTING ASPHALT PAVING. NO
ASPHALT PAVING SHALL BE CUT FOR
SIDEWALK SERVICE LINE INSTALLATION.
3
c
G
oQ TOUCH READ BUTTON 2' -4"
LID & COVER
IDE
RING
SWALK, STREET OR
c LAWN LEVEL
..
o
_. _.. _. — -- F
M rf
0 12" BARREL EXTENSION _ _� -,
0 2" POLYETHYLENE _,_
CY 1 1/2" OR 2" METER INSULATION PAD 0
(n JUN' I
= Z JUN i 4
J
0 a 2" SCH 40 ANGt F METER R
o v PVC PIPE WITH VALVE
kk o > S/W CAPS
0 Ln STRAP SERVICE LINE 1 1/2" OR 2" IPS SDR -7 ° p
HIGH MOLECULAR DENSITY ®�
0 _j TO 2' PIPE WITH "-
POLYETHYLENE PIPE,
j 2 1/2' ASPHALT PLANTMIX PAVEMENT Cr ELECTRICAL TIE CONNECT TO METER RE
E 3 1/2" OF 3/4" CRUSHED AGGREGATE BASE 0 2" MIN. & ANGLE METER VALVE
C PRIME COAT 12" GRANULAR BORROW ° W /APPROXIMATE FITTINGS
u) OVERSIZED POLYTUF TO BACKFLOW PREVENT SS \ONAL FN
4 PARKING LOT CROSS SECTION METER BOX OR EQUAL
- - AND SPRINKLER SYSTEM \STERE
T T ASP
C 1 1/2" OR 2"
c
W. PE SERVICE S REQ D f;
Co.
c , ,r
c
` s IRRIGATION METER BOX AND METER SETTER DETAIL < ��
r - FOR 1 1/2" & 2" METERS y SC
C
C
c
PROJECT NO. 03110 TREJO PROFFESIONAL PARK SHEET
DATE' JUNE 2004 Schiess & Associates BAGLEY PHASE D -1
-' NO. DESCRIPTION REV. BY CKD. BY DATE DESIGNED BY: DRAYN BY:
K. ROLAND a CROFT ENTERPRISES STREET & WATER DETAILS Na OF
° REVISIONS TO DRAWINGS CHEMED Sr. APPROVED BY.'
This document r a
my part thereof in d.e r daaign concept is the property of Sddaaa k K, ROLAND P. SCORESBY ENGINEERING PLANNING -LAND SURVEYING z 3
Aawcatas and shoe not be copled N any tom, without the written out whootion of Schla• k HORIZONTAL SCALE. VERMCAt. SC ALE-- Idaho Fails 522 - 1244 Rexburg 356 - 6092 REV, NO.
Associates. NITS NTS
LC
N
z
c
a
V,
V
d
un
u;
c
c
CV
a
N
0
3
V,
y
c
/
c
. Q
U
cl
cc
c
0
c
/
M,
0
c
N
U
m
0
a
c
E
c
0
REBAR SCHEDULE
MARK
LOCATION
SIZE
LENGTH
QUANTITY
C3
CURB AND BOX
4
2' -0"
4
GRATE
G 1 , % vvV'U(/!/
i
23 1/2
2' -0" 3' -3" 2' -0"
i
i
30"
INSIDE DIA. BARREL
SECTION 3 1/2"
+III
I �
KNOCKOUTS TYPICAL (4) ro
c SIDES 18" DIA. TO RECEIVE
c
UP TO 15" DIA. PIPE
0
� o
c
a l A SE CTION A
,
c PROJECT NO.
DATE
No. DESCRIPTION REV. BY dm. BY DATE DESau BY
c REVISIONS TO DRAWINGS awo BY.
Thle document m my Pmt thereof M dkt f ar design concept Ie the propertyy of Sehlen &
L;. Ano and -hop not be copied in my form wtthmd the wrttten ouUrorhotlan of Schloss & HOPoZONTAI
io
#4 REBAR BY
MANUFACTURER
z
0
N
03110
JUNE 2004
DRAW BY:
K. ROL J, CROFT
APPROVED B1:
K. ROLAND P. SCORESBY
CALF' VERTICAL SCALE
NTS NTS
i
STORM DRAIN NOTES:
1. INLET BOX REBAR SHALL BE TIED TO REBAR IN CURB AND GUTTER WITH STANDARD TIE WIRE.
2. REBAR C3 SHALL BE OF ADEQUATE LENGTH TO BE WIRED TO REBAR C1, AND SHALL BE EMBEDDED IN
THE BOX A MINIMUM OF 10 INCHES.
3. THE SPACING FOR THE C1 REBAR SHALL BE MAINTAINED WITH 9 GAUGE WIRE OR ADDITIONAL #4
REBAR AT THE ENDS.
4. SEE CURB & GUTTER DETAILS FOR DIMENSIONS OF CURB AND GUTTER.
5. ALL EXPOSED STEEL SURFACES (FRAME & GRATE) SHALL BE PAINTED WITH TWO COATS OF OIL BASE
PRIMER AND FINAL COAT OF OIL BASE PAINT. APPLICATION RATE & PAINTING MATERIALS SHALL BE IN
ACCORDANCE WITH THE STATE OF IDAHO STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION
LATEST EDITION AND AMENDMENTS. FIRST TWO COATS SHALL BE PRIMED, FINAL COAT SHALL BE
GRAY.
6. USE IDAHO FALLS STANDARD TYPE 11 GRATE AND FRAME FOR SUMP STYLE CATCH BASINS. USE IDAHO
FALLS STANDARD TYPE 1 GRATE FOR IN -GRADE STYLE CATCH BASINS.
GRATE
1' -2" CURB & GUTTER
SEE DETAIL
'INLET BOX THC
1' -0"
SIDEWALK
I
C1
C1
ADJUSTING BOLTS -
C3 #4 REBAR BY
MANUFACTURER -
KNOCKOUTS TYPICAL (4)
SIDES 18" DIA. TO RECEIVE
UP TO 15" DIA. PIPE-
GASKET FOR PLASTIC PIPE
N
Z
O
ID
3'J3
I
1
I -
30"
INSIDE DIA. BARREL
SECTION
SLOPE
r__'�S ECTION B
Schiess & Associates
4 ENGINEERING- PLANNING -LAND SURVEYING
Idaho Fails 522 -1244 Rexburg 356 -6092
is
3' -0 "x6 "x3/8"
STEEL PLATE
3 1/ 2" z
0
I
2" N
N
r�
BAGLEY
ENTERPRISES
�,c
FID
y 4"
TREJO PROFFESIONAL PARK srt�l
PHASE 3 D-2
STORM SEWER DETAILS NO . OF
3 3
ROY. NO.
L_ =::j
INLET BOX TYPE 2 — PLAN VIEW
.......................... I ........... ..........
FUTURE ........................................................ ............................... ................ .................................................. ...........
TBC=58.88 .............
...................
---- --- ............ . . . .......... . . ... .. . ..... .. STUB OUT 10'
ER
TORM SEW
MH
GRATE=58.08 .=56.30
FUTURE
z. RIM=59.38 I
TARGHEE DRIVE TBC=59 , 60--
... ...............................
............................................................... I ................................... .................................................................................... __ ........
TBC=59.90
STUB OUT 10'
SANITARY SEWER
INV.=54,08
TBC=61.00
PROPOSED FIRE HYDRANT
TBC=59.70
GRATE=59.20
MH
RIM=59.71
INV.=56.28
NUIREE
I
�q
I
��p
U KJR
This document or arty part there in detail a, desig I
..r.,pt T. the property of Schi w a ICAD NAME: HORZ. SCALE
t writt
.hall t be ..Pi-d , any form th ..t he wr,
..th.h..ti.. o Schi & A.--i.t— S TEPLAN I VERT. SCALE;
PHS
NOTE:
SINCE THE WATERLIN
ARE AT APPROXIMATE
THE WATER LINE MU
BENEATH THE SEWEF
OF DETAIL 2 ON SH
HIGH POINT
TBC=60.38
s\ c) N A L 6 1 , VCl
G\STER,,
8842
OF
S c ��/
AND SEWER CROSSINGS
,LY THE SAME ELEVATION
3T BE LOWERED AND PLACED
LINE. FOLLOW ALL REQUIREMENTS
_ET D-1.
TBC=59.90
HIGH POINT
TBC=60.38
�_j
CD
TBC=58.20 TBC-
GRATE=57.50
............... ...... ................................... ...... .......................... ... ........ ...........
7 . .... . . ......... ........ .........
...
............. .......... ................ ..................
........... ....°--- °---..............------ ° °- ................ .
......... . ........ . ..
308 L.F. @ 0.22% EN I D OUT 10' INV.=N.25 9 L.F. S w
SD--12 SD--12 SD-12 12 —SD-12
w
�_�MH TETON DRIVE STUB AND CAP
RIM=58.35
INV.=54.83 . ........
...............
Schiess & Associates
ENGINEERING- PLANNING -LAND SURVEYING
Idaho F.11. 522-1244 Rexbwg 356-11I092
68'
TBW=61
USE FLEXIBLE COUPLER TO
TRANSITION FROM D.I. PIPE
IN CITY ROW TO PVC PIPE
END=61.56
;0
124'
WATER METER
H
A. RIM=59.90
N&S INV.=5J.95 1 1 1
W INV.=53.05 TBC=60.00
TBC=59.80 GRATE=59.!
- GRATE=59.30 NV.=55.71
Y INV.=55
T RANSITION LIP
DOWN
Teton Professional Park
V
—C I I ` � _ F' ' =61.1
TB & FW=61.50
TBC--60.60 TBC=60.60
C) -!0-
,5.\o \J" @
UTILITY PLAN
CIVIL SITE WORK
PROJECT NO.
03110
SHEET NO.
P-2
install, maintain, and operate their equipment 01 LOT 2 LO 1
and all other related facilities above and below a N N
ground within the Public Utility Easements $ r 40.838 eq. ft. $ � 41.503 ft.
(PUE) identified on this plot map as may be LOT 3 •, c: 0.94 acres 0.95 cres
necessary or desirable in providing utility m a , ,J
srvices within and without the lots identified 4 v 74.543 sq. ft = C m I
he including the right of access to such A t 1,71 acres ~ :N $ \
facilities, and the right to require removal of ( =3;
any obstructions including structures, trees, - 208.38' --
and veggetation that may be placed within the �,s°
PUE - utility company may require the lot
owner to remove all structures within the PUE 5
at the lot owner's expense, or a utility i ! , /`r•r -- Y-58 vas- - ' -42D f6 '�"'
company may remove such structures at the f C4 - - - - - - - - - -
lot owner's expense. At no time may any
permanent structures, or any other _ S8 9 . 50'47 "W ' t' 3
o i I
bstructon which interferes with the use of 196 14' .._
the PUE, be placed within the PUE without
prior written approval of all utility companies
with facilities in the PUE. 44.00' - # } ° - I : f- LOT 10 =' LOT i
t 1 ° 32,959 sq. ft. 8 a, 33,507 ea ft
LOT 4 I r t 1 0.76 acres n 0.77 acres
PER IDAHO CODE 50 -1334, THIS SUBDIVISION Z 35'244 sq. ft, 1 rr 1 6
WALL BE SERVED BY THE CITY OF REXBURG $ 0,81 acres j I I 1
MUNICIPAL WATER SUPPLY DISTRIBUTION SYSTEM. $89'49' 58 9'49'44 ° W
I [a I ° 218.81' 222.39'
u 68,00' + i- 10' UTILITY
589'S0'47_�W E r— EASEMENT
REQUIREMENT OF IDAHO CODE 31 -3805 ARE MET, 196.12' � I � I I � LOT 9 LOT 2 /
THE OWNERS WALL RETAIN IRRIGATION WATER ? ( ! i'< g
RIGHTS. LOTS WILL NOT RECEIVE ANY IRRIGATION I I; �F 33 sq' ft' Q O 34.274 sq. k.
WATER RIGHTS,
I I I 0.77 acres m 0.79
a X778 q i I 589'49'44 ° W S '49'44'W -
0,8r' } I
THIS SUBDIVISION IS NOT LOCATED IN THE FLOOD acres 218.87' 22.73'
ZONE PER FLOOD PANEL MAP r{ 160098 0020 D
FOR REXBURG AND VICINITY, DATED JUNE 3, 1991. 1i
911181 f'OIIK 1 _____ 589'50'47 "W
� I � • LOT 8 � a LO 3
196.11' $ 33,711 sq. ft. $ 34,32 sq. ft.
r 0,77 acres m 0.79 acres
5 89 . 49'44 "W S89'4 "W
P
LOT sq 6 I I ) 218.93' -�- 223.08
S '
0,82 acres ( I
LOT 7 LOT 4
^I I
n720 eq. ft.
689 .50'47 "w 0.77 acres i 0,79
196.09' I I 1 ) - I
GRAPHIC SCALE
0
1 90 2PO
( al ElR
I tseb = 100 ft.
. v t
284. 1T 209.70 213.7
S89 IN 707.57
R - 1;
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.
I x
THIS IS TO CERTIFY THAT THE PLAT DEPICTED HEREON HAS BEEN
APPROVED THIS DAY OF , 2004,
BY THE CITY COUNCIL OF REXBURG, MA51S NN COUNTY, IDAHO.
PLANNING AND ZONING
CITY ENGINEER
APPROVED THIS DAY OF
2004 BY THE MADISON COUNTY TREASURER PER IDAHO CODE 50 -1308. DO HEREBY
CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THIS PROJECT ARE CURRENT.
County Treasurer
1, HEREBY CERTIFY THAT THE FOREGOING PLAT OF CEDAR FALLS SUBDIVISION,
WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO
ON THIS DAY OF 2004 AT AND RECORDED
AS INSTRUMENT NO-
COUNTY RECORDER
PROTECTIVE COVENANTS GOVERNING THIS SUBDIVISION ARE IN EFFECT AND ARE
RECORDED AS INSTRUMENT No. MADISON COUNTY RECORDS.
THIS PLAT IS SUBJECT TO THE SANITARY RESTRICTIONS AS PER IDAHO
- CODE TITLE 50, CHAPTER 13, SECTIONS 50 -1326. NO BUILDING OR
SHELTER 'WHICH WILL REQUIRE A WATER SUPPLY FACILITY OR A SEWAGE
C_ DISPOSAL FACILITY FOR PEOPLE USING THE PREMISES WHERE SUCH BUILDING
6 - � OR SHELTER IS LOCATED SHALL BE ERECTED UNTIL WRITTEN APPROVAL IS
FIRST OBTAINED FROM THE STATE BOARD OF HEALTH BY ITS ADMINISTRATOR
OR HIS DELEGATE APPROVING PLANS AND SPECIFICATIONS EITHER FOR PUBLIC
WATER AND /OR SEWAGE FACILITIES, OR INOIVIDUAL PARCEL WATER AND /OR
SEWAGE FACILITIES.
CEDAR FALLS, L.L.C.
P.O. BOX 246, ST. ANTHONY, IDAHO 83445
1, 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.
R -1: RECORD OF SURVEY MAP, INST No. 294832, M.C.R.
R -2: ROBERT ERIKSON SUBDIVISION EAST SIDE
— - LOT LINE
-`-"- -- iLI-- WTR- -- - --- WATER MAIN 5 SIZE
S89'49'44 11 W
SEWER MAIN k SIZE
S 218.99'
223.43'
LOT 7
{ ;• 34,957 sq. ft.
I
- STREET CENTERLINE
0,80 acres
€ I I Q LOT 6o
32.767 sq. f1
LOT 5
$ ; 33,453 sq. ft.
acres
m 2 0,77 acres
7 "
S89' .._..�
, 0,75
C \ `_ - _ ---- - -
- - -- -- - - - - --
' '
\ \ -
S8 _
-
_ - 6_dTR -
- - - - - ,-
—c, — - ze9.7a p
20
m
f asaa� —
s
LOT 8
74.611 sq. N.
1.71 acre
$ LOT 9
ct
m LOT 10
41,101 eq. it
$ - 41,757 sq. ft.
m 0.94 acres
m 0,96 acres
. v t
284. 1T 209.70 213.7
S89 IN 707.57
R - 1;
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.
I x
THIS IS TO CERTIFY THAT THE PLAT DEPICTED HEREON HAS BEEN
APPROVED THIS DAY OF , 2004,
BY THE CITY COUNCIL OF REXBURG, MA51S NN COUNTY, IDAHO.
PLANNING AND ZONING
CITY ENGINEER
APPROVED THIS DAY OF
2004 BY THE MADISON COUNTY TREASURER PER IDAHO CODE 50 -1308. DO HEREBY
CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THIS PROJECT ARE CURRENT.
County Treasurer
1, HEREBY CERTIFY THAT THE FOREGOING PLAT OF CEDAR FALLS SUBDIVISION,
WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO
ON THIS DAY OF 2004 AT AND RECORDED
AS INSTRUMENT NO-
COUNTY RECORDER
PROTECTIVE COVENANTS GOVERNING THIS SUBDIVISION ARE IN EFFECT AND ARE
RECORDED AS INSTRUMENT No. MADISON COUNTY RECORDS.
THIS PLAT IS SUBJECT TO THE SANITARY RESTRICTIONS AS PER IDAHO
- CODE TITLE 50, CHAPTER 13, SECTIONS 50 -1326. NO BUILDING OR
SHELTER 'WHICH WILL REQUIRE A WATER SUPPLY FACILITY OR A SEWAGE
C_ DISPOSAL FACILITY FOR PEOPLE USING THE PREMISES WHERE SUCH BUILDING
6 - � OR SHELTER IS LOCATED SHALL BE ERECTED UNTIL WRITTEN APPROVAL IS
FIRST OBTAINED FROM THE STATE BOARD OF HEALTH BY ITS ADMINISTRATOR
OR HIS DELEGATE APPROVING PLANS AND SPECIFICATIONS EITHER FOR PUBLIC
WATER AND /OR SEWAGE FACILITIES, OR INOIVIDUAL PARCEL WATER AND /OR
SEWAGE FACILITIES.
CEDAR FALLS, L.L.C.
P.O. BOX 246, ST. ANTHONY, IDAHO 83445
1, 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.
R -1: RECORD OF SURVEY MAP, INST No. 294832, M.C.R.
R -2: ROBERT ERIKSON SUBDIVISION EAST SIDE
— - LOT LINE
-`-"- -- iLI-- WTR- -- - --- WATER MAIN 5 SIZE
-- -- - - -- - -- EASEMENT
SEWER MAIN k SIZE
SECTION LINE
, L
• — • — HIGHWAY 20 RIGHT -OF -WAY
I
- STREET CENTERLINE
® = 1/2" REBAR WITH L.S. CAP SET -
-`-"- -- iLI-- WTR- -- - --- WATER MAIN 5 SIZE
)@ = PK NAIL AS INDICATED S
SEWER MAIN k SIZE
0 = REBAR FOUND AS INDICATED -
- - - - - - - - - - BACK OF CURB LINE
= 5/8" REBAR WITH L.S. CAP SET :
:iu °: >a CONTOUR do ELEVATION
c A
w;a
rn�$
m
KNOW ALL MEN BY THESE PRESENTS THAT CEDAR FALLS, L.L.C., DOES HEREBY CERTIFY
THAT IT IS THE OWNER OF THE REAL PROPERTY AS SHOWN ON THIS PLAT. BE IT
FURTHER KNOWN THAT CEDAR FALLS, L.L.C. AGREES TO THE DESIGNATION OF THE REAL
PROPERTY AS CEDAR FALLS SUBDIVISION AND HAS CAUSED IT TO BE DIVIDED INTO LOTS,
BLOCKS AND STREETS. 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 USE OF THE
PUBLIC FOREVER (PER IDAHO CODE 50 -1313) IN ADDITION TO THOSE NOW ON RECORD
OR LEGALLY ESTABLISHED.
I ALSO CERTIFY THAT THE LOTS WITHIN THIS SUBDIVISION WILL BE SERVED BY ME
CITY OF REXBURG MUNICIPAL WATER AND SEWER SYSTEMS AND SAID CITY HAS
AGREED IN WRITING TO SERVE SAID LOTS.
GREG STODDARD, MANAGING MEMBER, CEDAR FALLS, L.L.C.
BE IT REMEMBERED: THAT ON THIS _DAY OF BEFORE ME
A NOTARY PUBLIC, IN AND FOR SAID STATE, PERSONALLY APPEARED GREG STODDARD,
KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING MEMBER OF CEDAR FALLS, L.L.C.
AND SUBSCRIBED SAID NAME TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED
TO ME THAT HE EXECUTED THE SAME IN THE SAID NAME OF THE LIMITED LIABILITY
COMPANY.
MY COMMISSION EXPIRES:
NOTARY PUBUC RESIDING IN
I, REGISTERED PROFESSIONAL LAND
SURVEYOR, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT OF CEDAR FALLS
SUBDIVISION, AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS (SECTION 50- 1305).
TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN, MADISON
COUNTY, IDAHO
SECTION 24: A PORTION OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER BEING MORE PARTICULLALY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST
QUARTER OF SAID SECTION 24, MONUMENTED BY A 5/8" REBAR OF
RECORD INSTR. No. 267989, 03SEP97 AND THE TRUE POINT OF BEGINNING.
THENCE ALONG THE EAST LINE OF THE SOUTHWEST QUARTER SOUTH
0'18'00" EAST FOR 1291.24 FEET TO A 5/8" REBAR AND CAP;
THENCE LEAVING SAID EAST LINE SOUTH 89'49'48" WEST FOR 707,57 FEET
TO A 5/8 REBAR ON THE EAST RIGHT -OF -WAY OF HIGHWAY 20;
THENCE NORTH 0'09'13' WEST ALONG THE EAST RIGHT -OF -WAY OF
HIGHWAY 20 FOR 1290.81 FEET TO A 5/8" REBAR;
THENCE NORTH 89'47'40" EAST FOR 704.27 FEET TO THE TRUE POINT OF
BEGINNING.
CEDAR FALLS SUBDIVISION CONTAINS 20.92 ACRES.
- - - - - - - - - - BACK OF CURB avLnM 7 , � , �i(i.TM
N04 tOr
BYRN
8101ol, oIt0UPt,
DRAWN BY D.E. MOON OATS: 06 -14 -04
t EU BY: C.J. KING JOH I10: 04048
W1NGc PPLAT.DWG I
1 OF 1
06401- 24 -3 -1 -0
Re1e1Al Lei ►Et51il
FOUND CONCRETE HWY.
Tzz MARKER 127 TTA.M;ED
1531+71 BEGINNING OF CURVE.
N89474O'E
UTILITY EASEMENTS
Utility camponies shall hove the right to
install, maintoin, and operate their equipment
and all other related facilities above and below
ground within the Public Utility Easements
(PUE) identified on this plot map as may be
necessary or desirable in providing utility
services within and without the lots identified I n
herein, including the right of access to such
facilities, and the right to require removal of
any obstructions including structures, trees, I
and vegetation that may be placed within the
PUE. A utility company may require the lot
owner to remove oil structures within the PUE
at the lot owner's expense. or a utility I
company may remove such structures at the
lot owners expense. At no time may any
pa -anent 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.
WATER SYSTEM
PER IDAHO CODE 50 -1334, THIS SUBDIVISION
WILL BE SERVED BY THE CITY OF REXBURG
MUNICIPAL WATER SUPPLY DISTRIBUTION SYSTEM.
�
IRRIGATION WATER RIGHTS
REQUIREMENT OF IDAHO CODE 31 -3805 ARE MET. I I
THE OWNERS WILL RETAIN IRRIGATION WATER
RIGHTS. LOTS WILL NOT RECEIVE ANY IRRIGATION
WATER RIGHTS. I I
FL00D_Z_0 I 1 P
THIS SUBDIVISION IS NOT LOCATED IN THE 020 D
FLOOD I
ZONE PER FLOOD PANEL MAP / 150098 0
FOR REXBURG AND VICINITY, DATED JUNE 3. 1991.
GRAPHIC SCALE
1 00 20
( IN FEET I
I imh - 100 f4
FOUND CONCRETE HW
MARKER PER R -1 STD
1606 +90.72, 120' RT.
2642.46'
2llll=�
1 m
I
1
a+
� „ LOT 2 LO I
$ S o, 40,838 sq. ft $ No 41.503 ft.
LOT 3 g 0.94 acres E 0.95 cres
m
74,543 sq. ft. z
1,71 acres 8 $ �83 8 IN
1 11
NORTH 1/4 CORNER.
` 1 38 44 w
218.93
218.
LANDS OF
j
�-- FO CTION 24.
FOUND 5/8' REBAR AND
BRASS CAP PER C.P.RM
27OCT97, INST.No.26n68, Mr-R.
CEDAR FALLS SUBDIVISION
PK &D LIMITED PARTNERSHIP
at
S89'49'44'W
CLERK
INST. No .293648, M.C.R.
13�
B
A PORTION OF THE NORTHEAST QUARTER OF
SECTION AN
FOUND n
C
LANDS OF
THE SOUTHWEST QUARTER OF SECTION 24,
BIXAM CAP PER c P.REC.
REXBURG - MADISON CO. AIRPORT
TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE
35EPTD7. INS'f.Np.267969, M.aR.
TRUE POINT OF BEGINNING
I
DEED 8K. 198 P . 158
MERIDIAN, MADISON COUNTY, IDAHO
CEDAR FALLS SUBDIVISION
6.11'
DEED 8K 158 P. 325
m ml
2llll=�
1 m
I
1
a+
� „ LOT 2 LO I
$ S o, 40,838 sq. ft $ No 41.503 ft.
LOT 3 g 0.94 acres E 0.95 cres
m
74,543 sq. ft. z
1,71 acres 8 $ �83 8 IN
r 5
1 11
-
- W -VT P 6�
` 1 38 44 w
218.93
218.
M
7•'
- TR- 1AY.4LRY.a
-6
I at l
�
S89'49'44'W
CLERK
-SS
S
B
216.87'
0 �
C
488,78= -
1
m
III,
I
- 2028= g
198.14
1 1
�+
I
I
��
I
NI
1
m
a cres
LO 3
34, ft.
6.11'
34.36 sq. ft.
m ml
44.QQ'
A
0,77 acres
L O T
0.79 C
n.
I I
i
i
LOT p10
s
m 589'49'44 "W
3L5
4
1
1
1
1
0,76 ac
223.43'
0.77 acres
4244 sq,
I I
34.987 sq. ft.
0.90 acres
1
I I
1 1 LOT 6
.81 acr 3
LOT 5
I
NI
S89'49'44 "W
32.767 sq. ft.
$ C
S8949'4.CW
n
I
218.81'
0.77 acres
1
222.39'
68.00'
a
I
1.. '_
10' UTILITY
- -19504`
S89 W
196 2'
I
I
W
EASEMENT
(C 8 --- --- . - - - --
W -
a,/TR
�
- WTR -
I a, I I
LOT 9
�^
�
L OT 2
1
I
,
rnl
N I
33,702 sq. ft.
$
o
-
m
34.274 sq. ft.
0,79
I
I I
0,77 acres
r 5
1 11
1
` 1 38 44 w
218.93
218.
K 0 = PK NAIL AS INDICATED
389 44 w
223.
'49'44 "W
u
I at l
�
S89'49'44'W
CLERK
PLANNING AND ZONING
S
B
216.87'
0 �
C
22.73'
ncres 1
m
III,
I
o'47 "w 1
I -
1 1
�+
LOT 8
eq. ft.
$
1
m
a cres
LO 3
34, ft.
6.11'
34.36 sq. ft.
m ml
r
0,77 acres
0,77 acres
m
0.79 C
N
LOT 6
°
` 1 38 44 w
218.93
218.
K 0 = PK NAIL AS INDICATED
389 44 w
223.
P
35,n5 sq. ft.
1
�
i CITY
I
CLERK
PLANNING AND ZONING
' 0.82 acres
1 1
CITY ENGINEER
N
I I PROPERTY LINE
1
p
C
LOT 4
SECTION LINE
LANG
A 1
33.7
A
S
34.36 sq. ft.
a t $
S89 "W
- - - - - - - - - - BACK OF CURB
SOUTH 1/4 CORNER,
SECTION 2k
0,77 acres
m
0.79 acres
196.09'
I I
N
o
(
1
I m
m 589'49'44 "W
S89'49'44 "W
(2
I I
218.99'
223.43'
LOT 7
I
I I
34.987 sq. ft.
0.90 acres
1
I I
1 1 LOT 6
9 1
5
LOT 5
32.767 sq. ft.
$ C
33.453 sq. ft.
I I
1 0,75 acres
I
r
m?
0.77 acres
1
S89'50'47'W
L u'
I C5
a
196.08'
- -19504`
- 2 3
\
\
(C 8 --- --- . - - - --
W -
a,/TR
- WTR -
__1W944
6 _W TR 6
-
$
o
LOT
°
74.611 sq.
1,71 acr s
rn LOT 9
o
m °
LOT 10
$ 41,101 sq. fL
$ m
41.757 sq. ft.
n 0,94 acres
1
0.96 acres
48 34
° w LANDS OF
R -,: RANDALL W. PORTER
INST. No.293675, M.C.R.
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.
)I I
H A
m �
N �
N A
n
p O
3I A
m
"D N O
I
s:
I
•N
lL
A
A
A o
0�
1 A
�I
MADISON COUNTY TREASURER
APPROVED THIS DAY OF
2004 BY THE MADISON COUNTY TREASURER PER IDAHO CODE 50 -1308. DO HEREBY
CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THIS PROJECT ARE CURRENT.
County Treasurer
RECORDER'S CERTIFICATE
I. HEREBY CERTIFY THAT THE FOREGOING PLAT OF CEDAR FALLS SUBDIVISION,
WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO
ON THIS DAY OF , 2004 AT AND RECORDED
AS INSTRUMENT NO.
COUNTY RECORDER
PROTECTIVE COVENANTS
PROTECTIVE COVENANTS GOVERNING THIS SUBDIVISION ARE IN EFFECT AND ARE
RECORDED AS INSTRUMENT No, MADISON COUNTY RECORDS.
NITARY REST
THIS PLAT IS SUBJECT TO THE SANITARY RESTRICTIONS AS PER IDAHO
CODE TITLE 50. CHAPTER 13. SECTIONS 50 -1326. NO BUILDING OR
SHELTER WHICH WILL REQUIRE A WATER SUPPLY FACILITY OR A SEWAGE
DISPOSAL FACILITY FOR PEOPLE USING THE PREMISES WERE SUCH BUILDING
OR SHELTER IS LOCATED SHALL BE ERECTED UNTIL WRITTEN APPROVAL IS
FIRST OBTAINED FROM THE STATE BOARD OF HEALTH BY ITS ADMINISTRATOR
OR HIS DELEGATE APPROVING PLANS AND SPECIFICATIONS EITHER FOR PUBLIC
WATER AND /OR SEWAGE FACILITIES, OR INDIVIDUAL PARCEL WATER AND /OR
SEWAGE FACILITIES.
DEVELOPER
CEDAR FALLS, LLC,
P.O. BOX 246, ST. ANTHONY, IDAHO 83445
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.
R E F E R E N C E S
R -1: RECORD OF SURVEY MAP, INST No. 294832. M.C.R-
R-2: ROBERT ERIKSON SUBDIVISION EAST SIDE
OWNER'S DEDICATION
STATE OF IDAHO
COUNTY OF MADISON SS
KNOW ALL MEN BY THESE PRESENTS THAT CEDAR FALLS, L.L.C., DOES HEREBY CERTIFY
THAT IT IS THE OWNER OF THE REAL PROPERTY AS SHOWN ON THIS PLAT. BE IT
REAL
FURTHER KNOWN THAT CEDAR FALLS, I.L.G. AGREES TO THE DESIGNATION 0 FTHE E L
PROPERTY AS CEDAR FALLS SUBDIVISION AND HAS CAUSED 17 TO BE DIVIDED INTO LOTS,
BLOCKS AND STREETS. 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 USE OF THE
PUBLIC FOREVER (PER IDAHO CODE 50 -1313) IN ADDITION TO THOSE NOW ON RECORD
OR LEGALLY ESTABLISHED.
1 ALSO CERTIFY THAT THE LOTS WITHIN THIS SUBDIVISION WILL BE SERVED BY THE
CITY OF REXBURG MUNICIPAL WATER AND SEWER SYSTEMS AND SAID CITY HAS
AGREED IN WRITING TO SERVE SAID LOTS.
GREG STODDARD, MANAGING MEMBER, CEDAR FALLS, L.L.G.
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF MADISON SS
BE IT REMEMBERED: THAT ON THIS OF . BEFORE ME
A NOTARY PUBLIC, IN AND FOR SAID STATE, PERSONALLY APPEARED GREG STODDARD,
KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING MEMBER OF CEDAR FALLS, L.LC.,
AND SUBSCRIBED SAID NAME TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED
TO ME THAT HE EXECUTED THE SAME IN THE SAID NAME OF THE LIMITED LIABILITY
COMPANY.
MY COMMISSION EXPIRES:
NOTARY PUBLIC RESIDING IN
I, REGISTERED PROFESSIONAL LAND
SURVEYOR, HEREBY CERTIFY THAT HAVE CHECKED THIS PLAT OF CEDAR FALLS
SUBDIMSION, AND FIND THAT IT COMPLIES 'NTH THE STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS (SECTION 50- 1305).
TOWNSHIP 6 NORTH, RANGE 39 EAST, B01SE MERIDIAN, MADISON
COUNTY, IDAHO
SECTICN 24: A PORTION OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER BEING MORE PARTICULLALY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST
QUARTER OF SAID SECTION 24, MONUMENTED BY A 5/8" REBAR OF
RECORD INSTR. No. 267989, 03SEP97 AND THE TRUE POINT OF BEGINNING.
THENCE ALONG THE EAST LINE OF THE SOUTHWEST QUARTER SOUTH
0'18'00" EAST FOR 1291.24 FEET TO A 5/8" REBAR AND CAP;
THENCE LEAVING SAID EAST LINE SOUTH 89'49'48" WEST FOR 707.57 FEET
TO A 5/8" REBAR ON THE EAST RIGHT -OF -WAY OF HIGHWAY 20;
THENCE NORTH 0'09'13" WEST ALONG THE EAST RIGHT -OF -WAY OF
HIGHWAY 20 FOR 1290.81 FEET TO A 5/8' REBAR;
THENCE NORTH 59'47'40" EAST FOR 704.27 FEET TO THE TRUE POINT OF
BEGINNING. +
CEDAR FALLS SUBDIVISION CONTAINS 20.92 ACRES. 1
TR1 LEGEND
V
CITY OF REXBURG APPROVAL
t o ® = 1/2" REBAR NTH L.S. CAP SET
THIS IS TO CERTIFY THAT THE PLAT DEPICTED HEREON HAS BEEN
K 0 = PK NAIL AS INDICATED
APPROVED THIS DAY OF , 2004,
A 0. REBAR FOUND AS INDICATED
BY THE CITY COUNCIL OF REXBURG, MADISON COUNTY, IDAHO.
0- 5/8' REBAR WITH L.S. CAP SET
MAYOR
i CITY
I
CLERK
PLANNING AND ZONING
I �
�.I
CITY ENGINEER
)I I
H A
m �
N �
N A
n
p O
3I A
m
"D N O
I
s:
I
•N
lL
A
A
A o
0�
1 A
�I
MADISON COUNTY TREASURER
APPROVED THIS DAY OF
2004 BY THE MADISON COUNTY TREASURER PER IDAHO CODE 50 -1308. DO HEREBY
CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THIS PROJECT ARE CURRENT.
County Treasurer
RECORDER'S CERTIFICATE
I. HEREBY CERTIFY THAT THE FOREGOING PLAT OF CEDAR FALLS SUBDIVISION,
WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO
ON THIS DAY OF , 2004 AT AND RECORDED
AS INSTRUMENT NO.
COUNTY RECORDER
PROTECTIVE COVENANTS
PROTECTIVE COVENANTS GOVERNING THIS SUBDIVISION ARE IN EFFECT AND ARE
RECORDED AS INSTRUMENT No, MADISON COUNTY RECORDS.
NITARY REST
THIS PLAT IS SUBJECT TO THE SANITARY RESTRICTIONS AS PER IDAHO
CODE TITLE 50. CHAPTER 13. SECTIONS 50 -1326. NO BUILDING OR
SHELTER WHICH WILL REQUIRE A WATER SUPPLY FACILITY OR A SEWAGE
DISPOSAL FACILITY FOR PEOPLE USING THE PREMISES WERE SUCH BUILDING
OR SHELTER IS LOCATED SHALL BE ERECTED UNTIL WRITTEN APPROVAL IS
FIRST OBTAINED FROM THE STATE BOARD OF HEALTH BY ITS ADMINISTRATOR
OR HIS DELEGATE APPROVING PLANS AND SPECIFICATIONS EITHER FOR PUBLIC
WATER AND /OR SEWAGE FACILITIES, OR INDIVIDUAL PARCEL WATER AND /OR
SEWAGE FACILITIES.
DEVELOPER
CEDAR FALLS, LLC,
P.O. BOX 246, ST. ANTHONY, IDAHO 83445
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.
R E F E R E N C E S
R -1: RECORD OF SURVEY MAP, INST No. 294832. M.C.R-
R-2: ROBERT ERIKSON SUBDIVISION EAST SIDE
OWNER'S DEDICATION
STATE OF IDAHO
COUNTY OF MADISON SS
KNOW ALL MEN BY THESE PRESENTS THAT CEDAR FALLS, L.L.C., DOES HEREBY CERTIFY
THAT IT IS THE OWNER OF THE REAL PROPERTY AS SHOWN ON THIS PLAT. BE IT
REAL
FURTHER KNOWN THAT CEDAR FALLS, I.L.G. AGREES TO THE DESIGNATION 0 FTHE E L
PROPERTY AS CEDAR FALLS SUBDIVISION AND HAS CAUSED 17 TO BE DIVIDED INTO LOTS,
BLOCKS AND STREETS. 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 USE OF THE
PUBLIC FOREVER (PER IDAHO CODE 50 -1313) IN ADDITION TO THOSE NOW ON RECORD
OR LEGALLY ESTABLISHED.
1 ALSO CERTIFY THAT THE LOTS WITHIN THIS SUBDIVISION WILL BE SERVED BY THE
CITY OF REXBURG MUNICIPAL WATER AND SEWER SYSTEMS AND SAID CITY HAS
AGREED IN WRITING TO SERVE SAID LOTS.
GREG STODDARD, MANAGING MEMBER, CEDAR FALLS, L.L.G.
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF MADISON SS
BE IT REMEMBERED: THAT ON THIS OF . BEFORE ME
A NOTARY PUBLIC, IN AND FOR SAID STATE, PERSONALLY APPEARED GREG STODDARD,
KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING MEMBER OF CEDAR FALLS, L.LC.,
AND SUBSCRIBED SAID NAME TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED
TO ME THAT HE EXECUTED THE SAME IN THE SAID NAME OF THE LIMITED LIABILITY
COMPANY.
MY COMMISSION EXPIRES:
NOTARY PUBLIC RESIDING IN
I, REGISTERED PROFESSIONAL LAND
SURVEYOR, HEREBY CERTIFY THAT HAVE CHECKED THIS PLAT OF CEDAR FALLS
SUBDIMSION, AND FIND THAT IT COMPLIES 'NTH THE STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS (SECTION 50- 1305).
TOWNSHIP 6 NORTH, RANGE 39 EAST, B01SE MERIDIAN, MADISON
COUNTY, IDAHO
SECTICN 24: A PORTION OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER BEING MORE PARTICULLALY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST
QUARTER OF SAID SECTION 24, MONUMENTED BY A 5/8" REBAR OF
RECORD INSTR. No. 267989, 03SEP97 AND THE TRUE POINT OF BEGINNING.
THENCE ALONG THE EAST LINE OF THE SOUTHWEST QUARTER SOUTH
0'18'00" EAST FOR 1291.24 FEET TO A 5/8" REBAR AND CAP;
THENCE LEAVING SAID EAST LINE SOUTH 89'49'48" WEST FOR 707.57 FEET
TO A 5/8" REBAR ON THE EAST RIGHT -OF -WAY OF HIGHWAY 20;
THENCE NORTH 0'09'13" WEST ALONG THE EAST RIGHT -OF -WAY OF
HIGHWAY 20 FOR 1290.81 FEET TO A 5/8' REBAR;
THENCE NORTH 59'47'40" EAST FOR 704.27 FEET TO THE TRUE POINT OF
BEGINNING. +
CEDAR FALLS SUBDIVISION CONTAINS 20.92 ACRES. 1
TR1 LEGEND
V
t o ® = 1/2" REBAR NTH L.S. CAP SET
K 0 = PK NAIL AS INDICATED
A 0. REBAR FOUND AS INDICATED
0- 5/8' REBAR WITH L.S. CAP SET
`o 0- SECTION CORNER OR TRACT CORNER
FOUND AS INDICATED
- M.C.R. - MADISON COUNTY RECORDS
SUBJECT
I
I I PROPERTY LINE
LOT LINE
- EASEMENT
SECTION LINE
LANG
HIGHWAY 20 RIGHT -OF -WAY
Oa�3.
y q F
y.lm - STREET CENTERLINE
a t $
tMw,W TM
- - - - - - - - - - BACK OF CURB
SOUTH 1/4 CORNER,
SECTION 2k
4%08JUN04
OF tp�'
FOUND PK NAIL
Q�
( f ) �- ooC;al
J
JUN 14
oY ITYpFR
aROUPIA
pEp1 Q • N.ilip"M •MANAGRAWT
PRELIMINARY PLAT
CEDAR FALLS SUBDIVISION
By' D.E. MOON D ATE: 06 -08 -0
D BM G.J. KING JOB NO.: 04048
2: PPLAT.OWG
i
- 24 -3 -1 -0