10.05.2023 City Council Packet
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Definition
Plat Required
Approval of Subdivision Plat
Application and Fees Required
Permits
General Requirements
Preapplication Review
Preliminary Plat Requirements
Requirements of the Final Plat
Combining Preliminary and Final Plats
Street Improvements Required; Fees
Dedications
Amended Plats
Exceptions May be Made to Avoid Hardship
Site Plan Review
Split Zoned Lots
Guarantee of Completion
Judicial Orders
Fees for Review
10-29-20: Penalty
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or
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VICINITY MAP
WOODLAND HILLS
PRELIMINARY PLAT
PLPL
60'
PART OF THE SE 1/4 OF SECTION 2 TOWNSHIP 1 NORTH, RANGE 38
5'6'24'24'6'5'
LANDSCAPE
SIDEWALKLANDSCAPESIDEWALK
STRIP
STRIP
EAST, B.M., CITY OF AMMON, BONNEVILLE COUNTY, IDAHO
21.5'21.5'
PROJECT
30"
LOCATION
10"8"
12"
MAIL
3" MIN. TOP SOIL
OPEN SPACE
2.5'
CHIP & FOG SEAL COAT
SEE DETAIL 2 LEGEND
TYP.
SLOPE = 2%
P.O.B.POINT OF BEGINNING
BOUNDARY LINE
11"
12" TYP
7"
LOT LINE
6" 3/4" BASE
2" ASPHALT PLANTMIX PAVEMENT
15' P.U.E. OR AS NOTED
60' RIGHT OF WAY SECTION
3" - 3/4" AGGREGATE BASE
SECTION LINE
9" PIT RUN19"
NTS
EXISTING CANAL BANK
2 1/4"
PHASE LINE
SECTION CORNER
TYPICAL ROLLED CURB & GUTTER SECTION
1
W 1/4 CORNER OF SECTION 2
CONTOURS
T.1N., R.38E., B.M.
CEN CORNER OF SECTION 2
INSTRUMENT NO.
T.1N., R.38E., B.M.
PROPOSED/EXISTING FIRE HYDRANT
INSTRUMENT NO. 1485650
1544.47'
{БВπЎЉγЌЊͼ9 ЋЏЌВ͵ВЊγ PROPOSED/EXISTING VALVE
SECTION LINE BASIS OF BEARING
CITY OF IDAHO FALLS 2004
PROPOSED/EXISTING MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED/EXISTING POWER POLE
P.O.B.
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING CURB AND GUTTER
WATER MAIN
SANITARY SEWER MAIN
EXISTING CANAL
.9DLbbLbD ! ! thLb I! L{ {͵БВπЎЉγЌЊͼ9͵ ЊЎЍЍ͵ЍА C99 !b5 {͵ЉЉπЉБγЎВͼ͵ ЌЏЉ͵ЉЉ C99 Cwha I9 9{
QUARTER CORNER OF SECTION 2, TOWNSHIP 1 NORTH, RANGE 38 EAST, BOISE-MERIDIAN, BONNEVILLE
COUNTY, IDAHO; POINT ALSO BEING THE SOUTHWEST BOUNDARY CORNER OF SUBDIVISION WOODLAND
IL\[\[{ 5LL{Lhb bh͵ Бͳ !b5 w
bbLbD I9b/9 {͵БВπЎЉγЎЌͼ9͵ !\[hbD {!L5 {h
I .h
b5!w \[Lb9 ЊЋВЎ͵ЉЌ
C99ͳ I9b/9 {͵ЉЏπЉЎγЎЍͼ9͵ ЊЉЋ͵ЍЉ C99ͳ I9b/9 {͵ЊЍπЉАγЌЏͼ͵ ЋЋЉ͵ВЌ C99ͳ I9b/9 {͵ЉЉπЉЋγЎЍͼ9͵ ЌЉ͵ЋЉ
C99ͳ I9b/9 {͵ЎЋπЉЌγЎЏͼ͵ ЊЋЌ͵ВЋ C99ͳ I9b/9 {͵ЉЏπЌЎγЍЏͼ͵ ЎЏ͵ЊБ C99ͳ I9b/9 {͵ЉЎπЌЊγЊЌͼ9͵ ЊЋЌ͵АЏ
C99ͳ I9b/9 {͵ЊЏπЍЉγЊЍͼ9͵ ЊЏЉ͵БЋ C99ͳ I9b/9 {͵ЉЋπЌЎγЋЍͼ9͵ ЊЉЏ͵ЉЉ C99ͳ I9b/9 {͵ЍЊπЊЊγЎЏͼ9͵ ЍЊ͵АЉ
C99ͳ I9b/9 {͵БЌπЌВγЌЋͼ9͵ ВЍ͵ЋВ C99ͳ I9b/9 {͵ЍЍπЌЉγЍЋͼ9͵ ЎЋ͵ЊЍ C99ͳ I9b/9 {͵ЌЉπЋВγЋЍͼ9͵ ББ͵ЎЉ C99ͳ
I9b/9 {͵ЉЏπЎЊγЉЏͼ͵ ЊЉЉ͵АЌ C99ͳ I9b/9{͵ЊЊπЎЌγЉЍͼ9͵ ВА͵ЌБ C99ͳ I9b/9 {͵ЊЌπЋЉγЊЏͼ͵ АЋ͵ЎА C99ͳ
I9b/9 {͵ЍЉπЊЏγЍЏͼ͵ ЊБЏ͵ЏЊ C99 h ! thLb hb I9 IL\[\[{L59 /!b!\[ͳ I9b/9 !\[hbD {!L5 /!b!\[ I9
Ch\[\[hLbD bLb9 ΛВΜ /h
w{9{ͳ ΛЊΜ b͵ЎЉπЉЉγЌЍͼ͵ ЊЎЎ͵ЍЌ C99ͳ ΛЋΜ {͵ЎЊπЌЏγЍЏͼ͵ БЎ͵ЍЋ C99ͳ ΛЌΜ
{͵ЉЉπЉЋγЎАͼ9͵ ЎЉ͵ЍЋ C99ͳ ΛЍΜ {͵ЊАπЌАγЋЊͼ͵ ЋЉВ͵ЎЋ C99ͳ ΛЎΜ {͵ЋАπЍАγЌЎͼ͵ ЊАЉ͵ЍЍ C99ͳ ΛЏΜ {͵ЌВπЌЎγЌАͼ͵
ЊЎ͵ЎЍ C99ͳ ΛАΜ {͵ЎЋπЋАγЍЎͼ͵ ЌЉ͵ЍА C99ͳ ΛБΜ {͵АВπЋЏγЊЎͼ͵ БЌ͵ВЊ C99ͳ ΛВΜ {͵ЊБπЊБγЋАγͼ͵ ЋЊ͵ЉВ C99ͳ
I9b/9 {͵БВπЍАγЎБͼ͵ ЎЋЋ͵ЍЏ C99ͳ I9b/9 bЉЉπЉЎγЊЍͼ АЉЍ͵ЏЍ C99ͳ I9b/9 {͵БВπЎЉγЍВͼ͵ ЍБЋ͵АЊ C99ͳ
ROCKWELL HOLMES
TOTAL ACRES = 88.816 ACRES
GAS - INTERMOUNTAIN GAS
I9b/9 {͵ЉЉπЉЋγЋБͼ9 ЎВЏ͵ЊЊ C99ͳ I9b/9 {͵БВπЎЏγЎЌͼ͵ ЊЊЌЉ͵ЉБ C99 h ! thLb hb I9 /9b9w\[Lb9 hC
189 RESIDENTIAL LOTS
THE HIGHLANE CANAL; THENCE ALONG SAID CANAL CENTERLINE THE FOLLOWING FIVE (5) COURSES; (1)
POWER - ROCKY MOUNTAIN POWER
b͵ЊБπЌБγЍВͼ9͵ ВЌ͵ЌЉ C99ͳ ΛЋΜ b͵ЋЎπЊВγЌЎͼ9͵ ЌЎЍ͵ВВ C99ͳ ΛЌΜ b͵ЌЋπЋБγЌЉͼ9͵ ББ͵ЏЊ C99ͳ ΛЍΜ b͵ЊЎπЋЋγЍЌͼ9͵
MINIMUM LOT WIDTH FOR ZONE RPA = 90'
SEWER - CITY OF AMMON ЌБ͵АЏ C99ͳ ΛЎΜ b͵ЉЌπЌЌγЎВͼ9͵ ЊЏЊ͵АБ C99ͳ I9b/9 {͵БЍπЍЍγЉЎͼ͵ ЍВЉ͵ЉБ C99ͳ I9b/9 b͵ЉЉπЉЋγЋБͼ͵
ЌЉЌ͵ЎЌ C99ͳ I9b/9 b͵БВπЎАγЌЋͼ9͵ ЋЍ͵ВЊ C99ͳ I9b/9 b͵БЍπЍЍγЉЎͼ9͵ ЊБЊ͵ВЍ C99ͳ I9b/9 b͵ЏЊπЎАγЍБͼ9͵
DENSITY = .45 UNITS PER ACRE
WATER - CITY OF AMMON WATER SYSTEM
STORM-TECH CHAMBERS WILL BE
ЊЏЌ͵ВЋ C99ͳ I9b/9 b͵БЋπЉБγЋЎͼ9͵ ЊЍЊ͵ЏЏ C99ͳ I9b/9 b͵БЏπЊБγЍБͼ9͵ ЍЋ͵ЎЍ C99 h ! thLb hb I9
INSTALLED IN THE ENTIRE SUBDIVISION.CENTERLINE OF THE HIGHLANE CANAL; THENCE ALONG SAID CANAL CENTERLINE THE FOLLOWING SEVEN (7)
AVERAGE LOT SIZE = 19,638.67 SF
DESIGN WILL BE PROVIDED WITH FINAL/h
w{9{ͳ ΛЊΜ b͵ЊВπЍЉγЎАͼ9͵ ЊЌВ͵ЏЋ C99ͳ ΛЋΜ b͵ЋВπЌЋγЌЎͼ9͵ АЋ͵АЌ C99ͳ ΛЌΜ b͵ЌБπЉЌγЎЊͼ9͵ ЊВЉ͵ЏВ C99ͳ ΛЍΜ
EXISTING ZONE = RPA/R1A
IMPROVEMENT DRAWINGS.b͵ЊЍπЊЏγЎВͼ9͵ ЊЉЌ͵ВБ C99ͳ ΛЎΜ b͵ЋЏπЌЊγЌЏͼ9͵ ВЌ͵ЋЋ C99ͳ ΛЏΜ b͵ЊЎπЍЎγЌЊͼ9͵ ЊЊЏ͵ЍВ C99ͳ ΛАΜ b͵ЋЏπЎЏγЉБͼ9͵
ЏА͵ЏЏ C99ͳ I9b/9 b͵БЏπЎВγЊАͼ9͵ ЏБЉ͵ЊЍ C99ͳ I9b/9 {͵ЉЉπЉБγЎВͼ͵ ЎЉ͵ЎА C99 h I9 thLb hC
BEGINNING, CONTAINING 88.816 ACRES.
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 'X' OF THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 1600270235D, WHICH BEARS AN EFFECTIVE DATE OF 04/02/2002. PARTS
OF THIS PROPERTY ARE OUTSIDE THE 500-YEAR FLOOD PLAIN, AND THE REMAINING PORTIONS ARE
IN AREAS OF 500-YEAR FLOOR, AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1
FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE , OR AREAS PROTECTED BY LEVEES
FROM 100-YEAR FLOOD.
SHEET 1 OF 4
AGLE ROCK
NGINEERING
E
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
SURVEYED BY:ADAM SNARR
OFFICES AT:DRAWN BY:ANGIE VALDEZ
APPROVED BY:KURT ROLAND
310 N 2nd East, Suite 153
PROJECT NO.18025
Rexburg, Idaho 83440
SCALE:1"=200'
DATE:JULY 2, 2018
1331 Fremont Ave.
REVISION:
Idaho Falls, Idaho 83402
CAD NAME:WOODLAND HILLS PRE-PLAT
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General Objectives and Characteristics of Zone
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