HomeMy WebLinkAboutAPPLICATION & PLANS - 07-00532 - Pioneer & Mariah Ave - Rock Creek Hollow, Phase 2 - Prelim Plat•
Preliminary/ final Plat
City of Rexburg
12 North Center Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022
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REXBURG
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Amenaa:s Family Community
Application for Approval of Preliminary Subdivision Plat
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. r, V
Requirements for Preliminary Plats
Cr
All Preliminary Plats shall be 24'x 36' foldable, drawn to scale, North point, dated. "1 Y -fit` fi tq " L UFi
The following shall be shown on the Preliminary Plat or shall be submitted separately:
1. The name of the proposed subdivision: RcL aa K
2. The location Al a,.VO Lreage Number of Lots �l
3. The names, addresses and telephone numbers of the subdivider or subdividers and the
engineer or surveyor who prepared the plat:
Subdivi tjLnsky r
Name: �> t
Phone Number: 20 , 52r7`15
Engineer �-_
Name: Fot3E ICY o 6 c--
Phone Number:
Surveyor {
Name: l)i�-tJ J
Address: V�Py / 11 .:F 76 F r'
_ Cell Number:
Address: 55D AA �'��� ���6�a�. cF. -5IIV6
Cell Number:
Address:
Phone Number: 20 � 3SZ - '2- / 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.
5. The legal description of the subdivision. ,�p j � a e
V ks-la.4S &t6 d' vi s l' -> ,-#�- l
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6. A statement of the intended use of the12roposed 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.
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.
8. A vicinity map showing the relationship of the proposed plat to the surrounding area (1 /2 mile
of minimum radius, scale optional).
9. Streets, street names, rights -of -way, and roadway widths, including adjoining streets or
roadways, curbs and sidewalks.
10. Lot lines and blocks showing the dimensions and numbers of each.
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.
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.
13. A copy of any proposed restrictive covenants and /or deed restrictions. (To be attached or
submitted with final plat).
14. Any dedications to the public and /or easements, together with a statement of location,
dimensions, and purpose of such.
Please complete the following: (If not applicable, please fill in with N /A)
is the land use and existing zoning of the proposed subdivision and the adjacent land?
2. Does subdivision conform to present zoning? I ves
3. Requested zoning: /
4. Variance Requested: Yes No (If yes, attach written request)
5. Requesting annexation to City? /V/A
0 •
ITEMS FOR CONSIDERATION
Probably impact of the proposed project on the environment effect on:
a. Public safety and convenience
b. Fire, police, and ambulance services
c. Recreation
d. Schools
e. Displacement or relocation of people
f. Land values
g. Local and long - distance travel, i.e., highway and local road impact
h. Behavior of wildlife species
i. Wager quality and effect on underground water supply
j. Noise pollution
k. Air pollution
1. Method proposed to dispose of storm drainage waters
m. Extent of increased city road maintenance, including snow removal
n. Flood plain — methods proposed to alleviate effect of 100 -year flood; effect on adjacent properties.
o. provisions for housing for persons of low and moderate income
p. Harmony with the character of surrounding developments
2. Probably adverse environmental effects which cannot be avoided
a. Traffic Use
b. Rights -of -way required
c. Pollution effect on existing environment
3. Relationship between local short -term uses of man's economic environment and the long -term
productivity.
a. Existing vs. proposed tax base
b. Costs to City if proposal approved (annual)
4. Measures taken to minimize harmful effects on environment
a. Effects of construction activities
b. Erosion control
c. Stream pollution prevention
d. Borrow -pit rehabilitation
e. Fencing
f. Buffer zones
g. replacement of parklands or farmlands
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?
IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT TIIE REXBURG PLANNING AND BUILDING DEPARTMENT
1192 Individual lot area
70232 lot area
40 number of lots
47680 building area
117912 tota 1
2947.8 total area divided by number of lots
2.706887 total acreage
14.77712 units per acre for phase one
197998 total square feet
4.545409 total acreage
67.16806 total units yieldable for this phase under phase 1 density
32.99967 total units allowable using 6000 sq ft per lot
108 number of lots if using MDR2 density, 24 units per acre
82 units proposed
67 number of units if phase 1 density is followed
516 number of vehicle trips generated by 82 townhomes, ITE
43 Hourly trips generated 7 -9am
50 Hourly trips generated 4 -6pm
Findings of Fact
City of Rexburg
12 North Center Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022
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Rock Creek Hollow, Phase 2 — Preliminary Plat
1. On October 29, 2007, Forsgren & Associates presented to the Rexburg Planning & Zoning Coordinator a
Request and Application for a Preliminary Plat for Rock Creek Hollow, Phase 2.
2. On November 1, 2007, Galen Nelson presented to the Rexburg Planning & Zoning Commission the
Request for approval of the Preliminary Plat for Rock Creek Hollow, Phase 2.
Mary Ann Mounts motioned to recommend to City Council to approve the preliminary plat for Rock
Creek Hollow, Phase 2 with the conditions that where possible, they move the interior sidewalks away from
the road to allow for a landscaped strip for snow storage, to increase the likelihood that the sidewalks will be
cleaned, and that they must adhere to the same architectural styles that have been approved for the buildings
in phase 1. Randall Porter seconded the motion.
Mary Ann Mounts amended her motion to include that the CCRs must prohibit recreational vehicles being
stored on the site. Randall Porter seconded. Mike Ricks abstained since he was not present for the entire
discussion. None opposed. Motion carried.
3. On November 07, 2007 Vern Muir at 336 Eagle Summit representing Sainsbury Construction presented
Phase 2 of Rock Creek Hollow on the overhead screen.
Mayor Larsen asked about a plan for consistent fencing in this development. Mr. Muir explained Phase 1
of this development deals with the exterior on Pioneer Road and Mariah Avenue.
Planning and Zoning Administrator Leikness presented the staff report. The Planning Commission
recommended a plan to show separation from housing, streets, green area etc. so they could see where the
buildings would be located on the plat. Density was a concern for the Planning Commission. The Planning
Commission wanted a green strip for a snow storage area. Mr. Muir said there would be two parking spaces
per unit in a garage. This would allow for clear fire lanes. City Zollinger clarified the parking requirement
to have excess parking area for visitor parking.
Mayor Larsen and Council Member Stevens complimented the plan.
Council Member Stevens moved to approve the preliminary plat for Rock Creek Hollow, Phase 2 subject
to staff approval. Council Member Benfield seconded the motion. Discussion: The motion includes
Planning and Zoning recommendations. All voted aye, none opposed. The motion carried.
50' 25' 0 50'
SCALE = 1" = 50'
LEGEND
EXISTING CONTOURS
-- - - - - -- PROPERTY BOUNDARY / ROW
PRELIMIA'A Y PLAT
ROCK CREEK HOLLOW PHA SE
U
PURSUANT TO IDAHO CODE TITLE 55, CHAPTER 15
REPEAT OF LOTS 3, 5, 6, AND 7, BLOCK 4, WESTATES SUBDIVISION N0. 7
PART OF THE SE 714 SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST B.M.
CITY OF REXBURG, MADISON COUNTY, IDAHO
LO I 1
W[S'rAIES Hl NO, 1
CURRENT Z. )f , J E - -- LI)F<
N
Y 33
-- --- - -- UNIT/ LOT LINE EXISTING 3' WIDE
S42° 17'49"E
UTILITY EASEMENT
- - -- CENTERLINE 23.90' N 89'44'05" E 292_800_ _ _ POINT OF
-------------- - - - - -- - - - -- - -- -- . - - - -- - - - - - -- -- - - - - -- - - - -- - - -- BEGINNING
EASEMENT (AS NOTED) ------------------------
- - - _ -- - _ ---- - - 2 W
-- i ' 20.0 ' 2 .00 26.0 ' 2 .00' 20.0 ' 7_ .00 20.0 ' 2 .00 20.0 2 .00' 20.0 ' 2 .00' 26'10'' `
-- PHASE LINES ; 7 LANDSCAPE EASEMENT 20.43'
o o - - 0 8'44" 804.80' € 8'44
10 'UTILITY EASEMENT o N v N N N o N N N j o N89'4
89'4 "
0
EXISTING WATER 6 0 o c o c o c o c o c61 o -,oc o c o c o c o c oc `° BASIS OF BEARIN 1834.78'; l
°° Z o z I° z l z I° z 1° zo o o z l o z I o z l o z 1 o z l o z o I O I
5 , I U' o�' 1 o N I I 1 10 �° cn o� -il� I I� 1 ISO s CENTER SECTION COR E TION C
EXISTING SEWER 20 BUILDING SETBACK �T; U Ul ° N «1
h SECTION 25 T6N R39E
I co ,SECTION 25 76N, R39E
i
ALUM CAP, INST N0. AP, INST NO.
EXISTING GAS r OT LOCK 4 267991
20.00' ' 2o.00' 20.00 ,0.00' I
R
S8 5 J5
w L 4 B 69T851
i l U t
9° 4 0 W S89° 4 "W
} a so
SD so so so SD s WESTATES SU No. 1 � l I
EXISTING STORMDRAIN I " ; s
I _ off' I Lo rn,
i BT U 20.00' 0 0 3 0 T3 20.00'277 In N 4 s
EXISTING POWER I i z
o VVestates Holdings, L.C.
7 70 77 2 00' 70 � 20
o
oc oc oc oc oc oc oc oc oc oc IO Inst No.3027751t ?I Z
EXISTING WATER VALVE ; I -1 - 1 - I -o I I I I I o , 1J(::> 1 11 t �; 3f1 . i ,It:i.: f 1t:7.
00 z O Z O Z O z o O z O Z O Z O z O z CD Z tri 1" i
cP 0 I N 1 1 o cn cn O N
V
CT 0 0 rJ � O pro <J CI CIO - U 1 0 CA I ON I ON ( C� No , I r ; E I, I _ t i
., _ .- F ._
3 J c0 O N
EXISTING FIRE HYDRANT U' �' CORNER BLOCK 4
7 �
� I I _
o WEST SUBDIVISION NO. 1
EXISTING MANHOLE IIVT NC) 1 4 06 "58 r� 20.00 2_ 20._ �.� _ _ ' 26. _ _ o- _ g �a' �' N 89 E 270.
_
W[ ._[`)P1 IFlNEi� - = 151 14 -
- - - -
2
s I?' NIT _
%7i' 8 E s ,_ i °• PRIVATE DRIVE COMMON
s PROPOSED SANITARY SEWER - - - - =, - - -'
- L--- - - - - -- - - - - -- s---- - - - - --
oar 3 Btec� - -�R�- TE -�tV' �oTS,
�
so so I %n ` I WE 46.88' °� N 89'44',05" 3.2'
PROPOSED STORMDRAIN
o �6ipQ
L� U60�00'g UNIT 35 UNI �41 I� cc
- -- N
w w PROPOSED WATER 20.0 2 .00' 20.0 ' 2 .00' 20.0 ' 2 .00' o o
-� 1,200 SO FT 1,193 SO FT °� 1,200 SO FT I'
Co
6° �z ° ° ° z ° ° °z ° ° z o o fl 1 o Lo O
O PROPOSED MANHOLE 7 ° -I 1 - I - I - I -o UNIT 30 UNIT 36 UNIT 42 w� 6,
- 10 1 T o
oc 00 1 � 0 S
I 10 CD
i' n c
1 n 1 n 1 C/) c
1 C/) I n { o c 3 O 1,20O FT o Y cfl
u e n 0 0 `J rJ N O N rJ N 0 N lJ N O � _ z 200 `_Q F � z 192 SO F - - � U 0-
` W @StteS Holdings, L C l I n +' 6 °' o o o N o UNIT 37 N N NIT 43
` w
' PROPOSED CLEANOUT ' = c� ° UNIT 31 0 ° ° U m
Inst. No: 302775 O I v o .
1,200 O)
SQ FT 1215 SO FT 00 SO FT , 1,2
_ cn n - _ H L , LLJ 20.00 20.00'
I ^'
N PROPOSED WATER VALVE o5'sw o UNIT 32 s r N
89° 4
UNIT 38 UNIT 44
as as QQ °O 1,200 SO FT Im 1,192 S O F ° 0 1,200 SO FT "�
�� M 3 1 ° UNIT 33 ° m UNIT 39 ° I I ° UNIT 45 ° O N O
PROPOSED FIRE HYDRANT 1 1 °
tiYO oy 2w o 1 o ) O O Z , `I
200 �Q FT o 1,192 SQ FT 1,200 SO FT o Vj
3
C Fj8 - 7 �N� o UNIT 34 UNIT 40 N a N UNIT 46
NEW A �{
SPHAL T
o ;200 0 FT t �1� cn F 2 00 SO FT
/ 2 .
6 .s /
� .q 60 60' 60.00 :+ I ° };
/ _ _ - � I - 60.00'
3 R PG rn� 7 NI -
FOUND 5 8" IRON ROD WITH N. �0 ON P o �, 7 T� s89° 44 0 N i
O / p W 5 COMM _ 7 s 0.8
` 2 ° ® \ ° J
PLASTIC CAP STAMPED 9369 - N vE _ OW � o d -
ROLAND STORAG o ��5 Ir 6 0 rn 3 �N 3 "� " 3 4 �
S 4 1 4" `:qF �`'� 702 /T o• � �4
o � o
O FOUND 1 /2 IRON ROD WITH ', \ _ � E �,° ° �i ' � 79 NiT o�i � � `:q F � o � o .q o c�
SNOW 2 ^ 2 �6 / . , /V r F
PLASTIC CAP STAMPED 9369 s / 79 T N ,� NiT r �` SNOW
ROLAND ;� \ STORAGE `° �q F ? s ST °° ° S, A o <v STORAGE / I
» IO > o O C ° ( ` FT 77 , \q F / q 1['. T , T {-.. )UF3- dVI1 ;lQI`,J
1 S 0 ?s ' ^ 27 / T � N�o� 3 O F ��' /T R = `232.00'
0 32[ N�.. 1
s 9 1 I g 1 / O 3 0 00 4 IGNE- g nr l
CB S 13'46'17 y1/ : l.?F.h,CIS Ili = ?f
ENGINEER /SURVEYOR Ni F o n
2 0 s o . o t CL 112.54`
FORSGREN ASSOCIATES INC. •:q 70 2 �o NIT ° s ° h / _
\ F �, . s �, IQ� e 6 o q F� L 113.67' ,
350 N 2ND E REXBURG, ID 83440 4 0 ' 7 9� / r > �/ <� �i ` Fr a : sq M s �2° ° O' T o ° ' � / 0" 28 04 25
TEL. (208) 356 -9201 : sn � 79 NIT > o F V m 7 o _ �''
„. 7 Ni F a, 2 7 i, NI o i6 �n 3 O
. � ` \ '274 s 3 � . U 27 . sq��
DEVELOPER: R= 260.00 p 6 0 q' 27 NIT , c N F : s 57 o p
SAINSBURY CONSTRUCTION P = t%
Q CB N 39 43 57 \ q � �. �_ NN ..g FT �� �2 �3 3 i� �79NIT T � /
\�
4697 N HAROLDSEN DR IDAHO FALLS, ID 83401 CL 204.46 F 3 7 /T o' �q F , 2 s s2 ��"
TEL. (208) 529 -4510 `• (�, ,.,�` L = 210:14 ` R /� �, ° sq F � rr �� �� o � ` FT
r ' = 46
� � � � � - CO 2 NI T � o ` 'S" 2
's T ,
\ � •/, 0 5 6 7 7 cq A ry 7 2 T o� �•� / /
\ 2 S O , FT / Is 67 s 7 7 NiT T ° h ��
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BOUNDARY DESCRIPTION I9 2 N7 q FT ry � ), .9 sg �� ^,�• Q � / ry
BEGINNING at the Northwest corner of Lot 4, Block 4 of Weststates �'� NSF 3) 0 ^ 3 79 2
T 2, 7 F a
�
Subdivision No. 1 in Section 25, Township 6 North, Range 39 East, Boise eq 0 so c '° q
�C/� h 0 �� � ; 2� w,T FT 0;' p /
Meridian, Madison County, Idaho; 6 /
thence, S00'15'55 "E, 165.00 feet along the east line of Lot 3 to the 0 7 �N/
Southwest corner of said Lot 4; �' �` `� \ SNOW ,�� 3 o v Tq2 sqs�
o clN;
thence, N89 °44'05 "E, 118.86 feet along the line common to Lot 4 and Lot �� 2 T
5 to a point on the boundary of "Rock Creek Hollow - Phase I "; 6� SQ s� / N
\ .00. FT �� / co
SNOW
thence the following calls along the west and north boundaries of "Rock `� \
Creek Hollow - Phase I" recorded as Instrument #333817; N' .STORAGE
S00'15'55 "E, 42.00 feet; 62 3� �J / 681
N89'44'05 "E, 46.00 feet;
S00'15'S5 "E, 157.27; LOT 7, BLOCK 4
' V � Sys, ,� ` �
S25'47'36 "W, 80.73 feet;
\ WESTATES SUB. No. 1
S27'48'30 "W, 171.54 feet; /Q - �
N62'53'10 "W, 372.10 feet; /�n ``
Q-
N07 °06'32 "W, 40.33 feet;
N44'51'54 "W 1
32.22 feet; �O 1 /
/
N1 6'34'44 "W, 46.00 feet to a point on the east boundary of that parcel t 1�1 {jr'1 1 0 �� '°CiE
recorded in Instrument #302775 of the miscellaneous records of the ,<< i,r >E -1[31 >'''I ;(t ;NJ NI 0. 1 `
Madison County Clerks Office; Thence leaving the boundary of "Rock Creek ' !I,f;E Pl i =t `I !E_ - I II_`h; : -' \ w R 25.00'
Hollow -Phase I ", N73'25'16 "E, 30.53 feet to an angle point in the east CB S 72'27'40" W CL = .35.14
.
L 38.94
boundary said parcel recorded in Instrument #302775;
thence N00'15'55 "W, 301.33 feet along the boundary of said parcel recorded �- L 89'18'20"
in Instrument #302775 to a point on the north boundary of Lot 3, �',Uf_3 E10 1
Westates Subdivision No. 1;
I'FPi i
thence N89'44'05 "E, 292.80 feet along the north boundary of said Lot 3 to - ±![ r
the POINT OF BEGINNING* said tract contains 4 55 acres more or le
VICINIT MAP
PLA NNING & ZONING
F&SAIIIII
af$j
Presented to the Madison County Planning and Zoning Commission on the
following date at which time this Preliminary Plat was approved and
accepted.
Chairman - Planning and Zoning Date
NOTES:
1. The intended us- of this subdivision is multi- famil residential,
compliant with julations set forth in the "City c Rexburg
Development Code" pertaining to the High Density Residential Zone
2. According to FEMA FIRM, Madison County Community Panel No.
16065CO020D F ctive June 3, 1991 this subdivisir lies in a "Zone
X ", outside of t_) 500 year flood plain.
3. Each unit consists of the entire property enclosed by the unit
boundary lines, including the land and all improvements thereon,
but subject to the Covenants, Conditions, Restrictions and
Easements set forth in the Covenants, Conditions, and Restrictions
of Riverwoods Townhomes Division No. 2.
4. Parking, Walks, and Landscaped Areas are Common Areas.
5. All Common Areas are private, and will be maintained by the
Homeowners Association. Individual Units are privately owned and
maintained by the individual Unit owner.
6. Blanket Easement for all utilities.
7. Site Benchmark, Centerline P.C. Monument - Mariah Ave Street.
Elevation - 4858.60 Datum: NGVD 1988.
8. Total number of lots in Phase I and Phase II is 122. Total number
of lots in just Phase II is 82.
DESIGN CRITERIA - COMPLETE SITE - PHASE I AND PHASE II
PAR[�ING
LAND USE
DRAINAGE
PARKING
NUMBER
OF
AREA
SQUARE
FOOTAGE
ACREAGE
PERCENT
OF TOTAL
RUNOFF
COEFFICIENT
RAINFALL
DEPTH
(INCHES)
VOLUMNE
CU FT
GUEST
42
TOTAL
316,249.33
7.26
100
0.66
2.3
41,690.20
GARAGE
244
TOTAL BUILDING
112,434.80
2.58
36
0.92
2.3
19,826.00
TOTAL
286
TOTAL IMPERVIOUS
104,730.25
2.40
33
0.90
2.3
18,065.97
TOTAL LANDSCAPED
99,084.38
2.27
31
0.20
2.3
3,798.23
ss.
Reference Documents - Westates Subdivision No. 1 Plat - Instrument #
294912, Westates Holding, LC. - Instrument #302775 and Rock Creek
Hollow Phase I - Instrument #333817.
INO. I REVISIONS BY I DATEN
This document or any part thereof in detail or
design concept is the personal property of
Forsgren Associates Inc. and shall not be
copied without the written authorization of
Forsgren Associates Inc.
WARNING
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" -SCALE ACCORDINGLY)
PROJECT NO.
01 -06 -0062
SHEET NO.
1 of 1
DRAWN 10/26/2007 CHECKED 10/26/2007
DATE DATE
SURVEYED
DATE PROJECT ENGINEER
CHECKED
DATE PROJECT MANAGER
SAINSBURY CONSTRUCTION
4697 North Haroldsen Drive
Idaho Falls, Idaho 83401
(208) 529 -4510
0 SG
_ TAG.
350 NORTH 2ND EAST, REXBURG, ID 83440
PH: 208.356.9201 FAX: 208.356.0206
ROCK CREEK HOLLOW
PRELIMINARY PLAT -PHASE II
stfleld
Rexburg Canal
F
LJ TREJO STREET
3
0
N LN
7TH. SOUTH
13 Tr 111 WEST MAIN
o
ff
FOURTH SOUTH
FIFTH SOUTH
0
U
C U
C
0
CITY LIMITS
r
N
PROJECT
LOCATION
PRELIMINAR Y PLA T VICINITY M AP
50' 25' 0 so' R 0 CK CREEK ROLL 0 W — PHA z R II
SCALE - 1" - 50'
PURSUANT TO IDAHO CODE TITLE 55, CHAPTER 15
REPLAT OF LOTS 3,5,6, AND 7, BLOCK 4, WESTATES SUBDIVISION NO. 1
LEGEND PART OF THE SE 114 SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST B.M.
CITY OF REXBURG, MADISON COUNTY, IDAHO
._. -- - -. EXISTING CONTOURS
LOO I BLOCK 4
PROPERTY BOUNDARY / ROW WCSTt'ES SUB9)IVISi3ON NO I
- Ct7PRENT ZONE -- LDp 2
- -- - ° - --- UNIT/ LOT LINE EXISTING 3' WIDE
UTILITY EASEMENT
CENTERLINE - - _ N 89 E 29 2.80 ' - POINT OF - -
_
__ ___ __ _ _ _ _ __ EASEMENT (AS NOTED) NNI
GI NC
PHASE LINES F LANDSCAPE EASEMENT - ° y - - - -•
TO UTILITY EASEMENT
A 4 A IN ,81834 41
-- -. - -. EXISTING WATER ° , ° . °. 4
..... -- _. EXISTING SEWER : , 20' BUILDING SETBACK:' ' ' -'' ' ° . _ °:. b'N : ... CENT R SECTION COR ,tE.,S. /4 SECTION C
N
nD/1 TL7&'VM
ALUM CAR INST R�39E BRASS CAP, JNST NQ.
a - - "SECTK)N 25 TEN, R39E
EXISTING CAS - - .. W .. LOTA BLOCK a. 267991 ,. ; 197851 ;
- --
EXISTING STORMDRAIN ' ' - � - » WESTATES SUBDIVISION No � - e�
LOCATION
525'47'36 "W, 80.73 fset; LOT7'B1.00114,
$27'48'30 "W, 171.54 feet; i - �S ., WESTATES SUB
N62'53'10 "W. 372.10 feet; fro
6'32"W,
.07`0 40.33 feet;
N44
'51 32 V
.22 feed.
N76'34'44 "W, 46.00 feet to o point on the east boundary of that porch
recorded in In /302775 0l the miscellaneous retards of the °OT EeL,,,,K 9
SIATFS NO. 1
strument YC cU8[]1i7`SIC?N '
Madison County perks Office.
Thence leaving the boundary of "Rock Creek r „RRENT ZOhz -- HER 2
Hollow - Phase I ", N73'25'16 "E, 30.53 feet to on ongle point in the east \ CB - 5' 7277'40" W
boundary mid portal recorded in Instrument /302775; Ct - 35.14 +'
Lit
thence N00'15'S5 "w, 301.33 legit clang the boundary of said parcel recorded "E - - ��
Q " . E K 2.
es Sub - n
in Instrument / ision 5 to o point on the north boundary of Lot 3, 8 9'1820 wE. A T =ONE - 'S S RDWI. ON NO, t
thence N 8 9'41'OS 41'05 " E, 299 1;
thence 2.80 lest along the north boundary of said Lot } to CU?R`N
the POINT OF BEGINNING; said tract contains 4,55 acres more or less. -
DESIGN CRITERIA - COMPLETE SITE - PHASE I AND PHASE II
PARKING
LAND USE
DRAINAGE
PARKING
NUMBER
AREA
SOUARE
......... -.. ..-..... EXISTING POWER
PERCENT
RUNOFF
RAINFALL
VOLUMNE
This document any thereof in detail
OF
or part or
deS l concept Is the personal property of
an
o pied
FOOTAGE
4697 North Haroldsen Drive
Idaho Idaho 83401
OF TOTAL
COEFFICIENT
I
r
g
' - p
VJz �t t s H Id as
m
EXISTING WATER VALVE
J
`
°
°
°
PH: 208.356.9201 FAX: 208.356.0206
GUEST
,
,
,
°
, �. I
0.66
(,
�
l�s�
,N 3027
WZCTA UPDNISION NO, t
CURRENT
GARAGE
EXISTING FIRE HYDRANT
- #
112,434.80
258
36
0.92
2.3
19,826.00
TOTAL 286 1
TOTAL IMPERVIOUS
i
2.40
I .
0.90
2.3
NE CORNER LOTS BLOCK 4
lef•G2AR'C V Iftru nu ur1 v
525'47'36 "W, 80.73 fset; LOT7'B1.00114,
$27'48'30 "W, 171.54 feet; i - �S ., WESTATES SUB
N62'53'10 "W. 372.10 feet; fro
6'32"W,
.07`0 40.33 feet;
N44
'51 32 V
.22 feed.
N76'34'44 "W, 46.00 feet to o point on the east boundary of that porch
recorded in In /302775 0l the miscellaneous retards of the °OT EeL,,,,K 9
SIATFS NO. 1
strument YC cU8[]1i7`SIC?N '
Madison County perks Office.
Thence leaving the boundary of "Rock Creek r „RRENT ZOhz -- HER 2
Hollow - Phase I ", N73'25'16 "E, 30.53 feet to on ongle point in the east \ CB - 5' 7277'40" W
boundary mid portal recorded in Instrument /302775; Ct - 35.14 +'
Lit
thence N00'15'S5 "w, 301.33 legit clang the boundary of said parcel recorded "E - - ��
Q " . E K 2.
es Sub - n
in Instrument / ision 5 to o point on the north boundary of Lot 3, 8 9'1820 wE. A T =ONE - 'S S RDWI. ON NO, t
thence N 8 9'41'OS 41'05 " E, 299 1;
thence 2.80 lest along the north boundary of said Lot } to CU?R`N
the POINT OF BEGINNING; said tract contains 4,55 acres more or less. -
DESIGN CRITERIA - COMPLETE SITE - PHASE I AND PHASE II
PARKING
LAND USE
DRAINAGE
PARKING
NUMBER
AREA
SOUARE
ACREAGE
PERCENT
RUNOFF
RAINFALL
VOLUMNE
This document any thereof in detail
OF
or part or
deS l concept Is the personal property of
an
o pied
FOOTAGE
4697 North Haroldsen Drive
Idaho Idaho 83401
OF TOTAL
COEFFICIENT
DEPTH
CU FT
PRELIMINARY PLAT - PHASE II
SHEET NO.
not
w t
Copied without thout the e writte au of of
(208) 529 529 -4510
vdri -b
350 NORTH 2ND EAST, REXBURG, ID 53440
Forsgren Associates Inc.
DATE PROJECT MANAGER
(INCHES)
PH: 208.356.9201 FAX: 208.356.0206
GUEST
42
TOTAL
316,249.33
7.26
100
0.66
2.3
41,690.20
GARAGE
244
TOTAL BUILDING
112,434.80
258
36
0.92
2.3
19,826.00
TOTAL 286 1
TOTAL IMPERVIOUS
104,730.25
2.40
33
0.90
2.3
1 8.065197
TOTAL LANDSCAPED
99,084.38
2.27
31
0.20
2.3
3.79823
Reference Documents - Wes Subdivision No. 1 Plot - Instrument , LCT s < .
294912. Westoles Holding, I.C. - Instrument 1302775 and Rock Creek - WI laI 3 �I ry " - #g WARNING
Hall" Phase I - Instrument ,333817.
LINE 13 2 INCHES
I
. ... AT rOLI SIZE
- `• (i NOT 2' -SCALE ALYORONGLh
DRAWN 10/26/2007 CHECKED 10126/2007
DATE DATE
SAINSBURY CONSTRUCTION
F OD SGREN
RO CK CREEK HOLLOW
PROJECT NO.
01 -06 -0062
NO.
REVISIONS BY DA
DATE
This document any thereof in detail
or part or
deS l concept Is the personal property of
an
o pied
SURVEYED
DATE PROJECT ENGINEER
4697 North Haroldsen Drive
Idaho Idaho 83401
/y,
�� n � r/
CHECKED
PRELIMINARY PLAT - PHASE II
SHEET NO.
not
w t
Copied without thout the e writte au of of
(208) 529 529 -4510
vdri -b
350 NORTH 2ND EAST, REXBURG, ID 53440
Forsgren Associates Inc.
DATE PROJECT MANAGER
PH: 208.356.9201 FAX: 208.356.0206
1 OF 1
50' 25' 0 W.
SCALE w 1' w 50'
LEGEND
PRELIMINARY PLAT
"'' EXISTING CONTOURS
PROPERTY BOUNDARY / ROW
— "— •' --'— UNIT/ LOT UNE
- - - -- CENTERLINE
-------------------- EASEMENT (AS NOTED)
PHASE LINES
- -- EXISTING WATER
-- --- - °— EXISTING SEWER
EXISTING GAS
-- �-' - - -- EXISTING STDRMDRAIN
_......._.. ......_._...... EXISTING POWER
EXISTING WATER VALVE
'> EXISTING FIRE HYDRANT
EXISTING MANHOLE INTS NO 1405.:
WELDON STEINE
—+ —+ — PROPOSED SANITARY SEWER CURRENT ZONE
— ° — O — PROPOSED STORMDRAIN
PROPOSED WATER
O PROPOSED MANHOLE
BCD PROPOSED CLEANOUT
N PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
NEW ASPHALT
U
O FOUND 5/8' IRON ROD WITH
PLASTIC CAP STAMPED 9369
ROLAND ,
0 FOUND 1/2" IRON ROD WITH
PLASTIC CAP STAMPED 9369 XY
ROLAND
Sj
ENGINEER/SURVEYOR
FORSGREN ASSOCIATES INC. f • • ..,
350 N 2NO E REXBURG, ID 63440 ~
TEL. (208) 356 -9201
DEVELOPER:
SAINSBURY TR P
CONS UC ON ee
4697N HAROLDSEN DR IDAHO FALLS, ID 83401 'COEC
TEL. (208) 529 -4510
V •
BOUNDARY DESCRIPTION
BEGINNING at the Northwest comer of Lot 4, Block 4 ol 4Vaststales
Subdivision No. I in Section 25, Township 5 North Range"39 East, Boise
Meridian, Madison County, Idaho:
thence, 5001555 "E, 165.00 feet along the east line{of Lot 3 to the
Southwest comer of said Lot 4;
thence, N89'44'05 "E, 11 &86 feet olong the line common to Lot 4 and Lot
5 to a point on the the boundary of "Rock Craft Hollow - Phase 1';
thence the following calls along the west and north boundaries of "Rock
Creek Hollow - Phase I" recorded as instrument 1333817;
SOI5'WE, 42.00 feet;
N89'44'05 "E, 46.00 feet;
SDO'15'55'E, 157,27;
S25'47'36 "W, 50,73 feet;
S27 171.54 feet;
N62 SNIO - W, 372.10 feet;
N07706'32 "W, 40.33 lset:
N4491'54 "W, 32.22 feel;
N16 - W, 46,00 feel to a point an the east boundary of that parcel
recorded in Instrument /302775 of the miscellaneous iscellaeous records of the
Madison County Clerks Office; Thence leaving the boundary of 'Rock Creek
Hollow - Phase t, N73 - 25'16'E, 30.53 feet to an angle point in the east
boundary said parcel recorded in Instrument /302775;
thence NOO'15'55 "W. 301,33 feet along the boundary of Said parcel recorded
in Instrument 0302775 to a point an the north boundary of Lot 3,
Westotes Subdivision No. %
thence N89'44'05 "E, 292.80 feet olmg the north boundary of Said Lot 3 to
the POINT OF BEGINNING; said tract cmtoins 4.55 okras more or less,
Reference Documents - Westates Subd No. 1 Plot - Instrument /
294912, Westates Holding, I.C. - Instrument /302775 and Rock Creek
Hollow Phase 1 - Instrument 1333817.
ROCK CREEK HOLL0 W — PHASE II
PURSUANT TO IDAHO CODE TITLE 55, CHAPTER 15
REPLAT OF LOTS 3, 5, 6, AND 7, BLOCK 4, WESTATES SUBDIVISION NO. 1
PART OF THE SE 114 SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST B.M.
CITY OF REXBURG, MADISON COUNTY, IDAHO
i, LOT I BLOCK 4 # I
WESTATES SUBDIVISION N0. i
((s, CURRENT ZONE - LOR 2 # '
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f T4, BLOCK4 26799TH 147811,
ATE suaDlvisioniN -z-" -"'-` ,• � v, "ad t - '
RE
Ha .spzns LOT
... ....... WESTATLSSilOVISPt3f.�0. t
€ _ URRENT ZONE �D"
t ' 1 Nt CORNER LOTS IR 2 BLOCK
i ESTATES SUBDIVISION NO 1
f 270'570' f
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WESTATES 5Ul�i, N `I
LOT 3 BLOCK t
WESTATES SUBDIVISION NO. 1
CURRENT ZONE - HDR 2 `°^�, 4
DRAWN 10 CHECKED 10/2612007
VO. DATE DATE REVISIONS BY DATE
This document or any part thereof in detail or SURVEYED
design concept is the personal property of DATE PROJECT ENGINEER
Forsgren Associates Inc. and shall not be
copied without the written authorization of CHECKED
Forsgren Associates Inc. DATE PROJECT MANAGER
S f
d1�T TES C te314 SIEiN
j TRENT ZONE
SAINSBURY CONSTRUCTION FoRSGREN
4697 North Haroldsen Drive
Idaho Falls, Idaho 83401 A4gcc; _L1.
(208) 529-4510 PH : NORTH 2ND EAST, REXBURG, I 83440
_. PH: 208.356.9201 FAX: 208.356.0206 6
R39E
N0,
l
2
o
u
00fl TZ;
VICINITY MAP
JL lUVVJ6JVi
LOCATION
LOT 3 BLOCK 2
WESTATES SUBDIVISION N:1, t
W CURRENT ZONE - HDR 2
PLANNING do ZONING
APPROVAL
Presented to the Madison County Planning and Zoning Commission an the
following dote at which time This Preliminary Plot was approved and
accepted,
Chairman - Planning and Zoning Dole
NOTES:
1. The e this intended use o l s Subdivision ' m 1 '-
is u h lama r e s id ential.
y es, enliol,
compliant with regulations set forth in the - City of Resburg
Development Code' pertaining to the High Density Residential Zone
(HDRI),
2. According to FEMA FIRM, Madison County Community Panel No.
16065CO020D effective June 3, 1991 this subdivision lies in a 'Zone
X', outside of the 500 year flood plain.
3. Each unit consists of the entire property enclosed by the unit
boundary lines, including the land and all improvements thereon,
but subject to the Covenants, Conditions, Restrictions and
Easements set forth in the Covenants. Conditions, and Restrictions
of Riverwoods Townhomes Division No. 2,
4, Parking, Walks. and Landscaped Areas are Common Areas,
5. All Common Areas are private, and will be maintained by the
Homeowrnars Association. Individual Units are privately owned and
maintained by the individual Unit owner.
6. Blanket Easement for all utilities.
7. Site Benchmark, Centerline P.C. Monument - Morioh Ave Street.
Elevation - 4858.60 Datum: NGVD 19B&
& Total number of lots in Phase I and Phase It is 122. Total number
of lots in just Phase 11 is 82.
RE
/
s _
W
LOT 2 BLOCK 2
WESTATES SUBDIVISION NO, t
CURRENT ZONE - CBC
DESIGN CRITERIA — COMPLETE SITE — PHASE I AND PHASE 11
PARKING LAND USE DRAINAGE
PARKING NUMB R AREA SOUARE PERCENT RUNOFF RAINFALL VOLUYNE
OF FOOTAGE ACREAGE TOTAL COEFFICIENT DEPTH CU FT
(INCHES)
GUEST 42 TOTAL 316,249.33 7.26 1 Lora 0,66 2.3 41,690.20
GARAGE 244 TOTAL BUILDING 1 112,434.80 2,58 36 M92 2.3 19,826.00
TOTAL 266 TOTAL sd'ERNOUS I ID4.73025 2.40 33 0.90 2.3 18,065.97
TOTAL LANDSCAPED 1 99,084.381 2.27 1 31 020 2.3 3,79 &23
WARNING
LINE IS 2 INCHES
ROCK CREEK HOLLOW
PRELIMINARY PLAT - PHASE II
AT FULL SZE '
OF No, 2. -SCALE ACCOMMMY)
PROJECT NO.
01 -06 -0062
SHEET NO-
1 OF 1
S f
d1�T TES C te314 SIEiN
j TRENT ZONE
SAINSBURY CONSTRUCTION FoRSGREN
4697 North Haroldsen Drive
Idaho Falls, Idaho 83401 A4gcc; _L1.
(208) 529-4510 PH : NORTH 2ND EAST, REXBURG, I 83440
_. PH: 208.356.9201 FAX: 208.356.0206 6
R39E
N0,
l
2
o
u
00fl TZ;
VICINITY MAP
JL lUVVJ6JVi
LOCATION
LOT 3 BLOCK 2
WESTATES SUBDIVISION N:1, t
W CURRENT ZONE - HDR 2
PLANNING do ZONING
APPROVAL
Presented to the Madison County Planning and Zoning Commission an the
following dote at which time This Preliminary Plot was approved and
accepted,
Chairman - Planning and Zoning Dole
NOTES:
1. The e this intended use o l s Subdivision ' m 1 '-
is u h lama r e s id ential.
y es, enliol,
compliant with regulations set forth in the - City of Resburg
Development Code' pertaining to the High Density Residential Zone
(HDRI),
2. According to FEMA FIRM, Madison County Community Panel No.
16065CO020D effective June 3, 1991 this subdivision lies in a 'Zone
X', outside of the 500 year flood plain.
3. Each unit consists of the entire property enclosed by the unit
boundary lines, including the land and all improvements thereon,
but subject to the Covenants, Conditions, Restrictions and
Easements set forth in the Covenants. Conditions, and Restrictions
of Riverwoods Townhomes Division No. 2,
4, Parking, Walks. and Landscaped Areas are Common Areas,
5. All Common Areas are private, and will be maintained by the
Homeowrnars Association. Individual Units are privately owned and
maintained by the individual Unit owner.
6. Blanket Easement for all utilities.
7. Site Benchmark, Centerline P.C. Monument - Morioh Ave Street.
Elevation - 4858.60 Datum: NGVD 19B&
& Total number of lots in Phase I and Phase It is 122. Total number
of lots in just Phase 11 is 82.
RE
/
s _
W
LOT 2 BLOCK 2
WESTATES SUBDIVISION NO, t
CURRENT ZONE - CBC
DESIGN CRITERIA — COMPLETE SITE — PHASE I AND PHASE 11
PARKING LAND USE DRAINAGE
PARKING NUMB R AREA SOUARE PERCENT RUNOFF RAINFALL VOLUYNE
OF FOOTAGE ACREAGE TOTAL COEFFICIENT DEPTH CU FT
(INCHES)
GUEST 42 TOTAL 316,249.33 7.26 1 Lora 0,66 2.3 41,690.20
GARAGE 244 TOTAL BUILDING 1 112,434.80 2,58 36 M92 2.3 19,826.00
TOTAL 266 TOTAL sd'ERNOUS I ID4.73025 2.40 33 0.90 2.3 18,065.97
TOTAL LANDSCAPED 1 99,084.381 2.27 1 31 020 2.3 3,79 &23
WARNING
LINE IS 2 INCHES
ROCK CREEK HOLLOW
PRELIMINARY PLAT - PHASE II
AT FULL SZE '
OF No, 2. -SCALE ACCOMMMY)
PROJECT NO.
01 -06 -0062
SHEET NO-
1 OF 1
WARNING
LINE IS 2 INCHES
ROCK CREEK HOLLOW
PRELIMINARY PLAT - PHASE II
AT FULL SZE '
OF No, 2. -SCALE ACCOMMMY)
PROJECT NO.
01 -06 -0062
SHEET NO-
1 OF 1