HomeMy Public PortalAboutPacket_City Council_11192019
City Council Meeting
November 19, 2019
Tab A
Agendas
Tab B
Minutes
1. Work Meeting Minutes– October 15th
2. Regular Meeting Minutes– October 15th
Tab C
October Financials
Tab D
Discussion of Idaho Falls Animal Shelter
Fees
Tab E
Discussion of Amendments to Iona
Subdivision Ordinance-
James West, P&Z Chairman
Tab F
Approval of Final Plat- Freedom Field
Estates, Division 2, Rockwell Homes
Tab G
Variance Application- Meredith Taylor,
Located at 5443 E. Steele Avenue
Tab H
Approval of Official Election Results for
2019 City Election- Precincts #41 and #42
TAB A
AGENDA 1
Iona City Council Work Meeting
November 19, 2019 – 6:00 p.m.
Iona City Hall – 3548 North Main Street
1. WELCOME
2. ITEMS OF BUSINESS
a. Discussion of Idaho Falls Animal Shelter Fees
b. Discussion of Amendments to Iona Subdivision Ordinance as recommended by
Planning & Zoning Commission- James West, P&Z Chairman
c. Approval of Well and Well House for Water Project ACTION ITEM
d. General Water System Discussion
3. ADJOURNMENT
1 The Idaho Open Meeting Act prohibits Council deliberation or a decision on matters that are not specifically listed
on the Agenda. Persons wishing to items placed on the Agenda should contact the City Clerk no later than the
Tuesday Prior to the next meeting. Persons needing special accommodations to participate in the meeting should
contact the City Clerk no later than 1:00 p.m. on the day prior to the meeting.
AGENDA 1
Iona City Council Regular Meeting
November 19, 2019 – 7:00 p.m.
Iona City Hall – 3548 North Main Street
1. WELCOME
2. ROLL CALL
3. PLEDGE OF ALLEGIANCE
4. CONSENT AGENDA
ALL OF THE LISTED CONSENT AGENDA ITEMS ARE ACTION ITEMS
a. Minutes from City Council Work Meeting & Regular Meeting- October 15, 2019
b. Financial and Expense Reports for the Month of October 2019
5. ITEMS OF BUSINESS
a. Public Hearing
i. 7:15 p.m. – Approval of Final Plat, Freedom Field Estates, Division 2,
Rockwell Homes ACTION ITEM
ii. 7:20 p.m. – Variance Application, Meredith Taylor, Located at 5443 E.
Steele Avenue ACTION ITEM
b. Approval of Official Election Results for 2019 City Election- Precincts #41 and
#42 ACTION ITEM
c. General Water System Discussion
6. STAFF REPORTS
7. SUGGESTED AGENDA ITEMS
At this time, the Mayor will call for any suggestions from the public on any city-related
issues which should be included on a future Council Meeting agenda. Any suggestion
will be limited to three minutes and discussion will be allowed only to clarify the scope
of the suggested topic. All personal and City employee concerns need to be addressed
privately with Mayor Gubler.
8. ADJOURNMENT
1 The Idaho Open Meeting Act prohibits Council deliberation or a decision on matters that are not specifically listed
on the Agenda. Persons wishing to have items placed on the Agenda should contact the City Clerk no later than the
Tuesday prior to the next meeting. Persons needing special accommodations to participate in the meeting should
contact the City Clerk no later than 1:00 p.m. on the day prior to the meeting.
TAB B
1
CITY COUNCIL WORK MEETING
IONA CITY BUILDING
OCTOBER 15, 2019 6:00 P.M.
PRESENT: Mayor Dan Gubler, Council President Rob Geray, Council Member Michael
Thompson, Council Member Peter Wadsworth, Council Member Kathy McNamara, Public
Works Director Zech Prouse, City Attorney Andrew Rawlings and City Clerk Keri West.
ABSENT: Treasurer Amy Sullivan.
VISITORS: Josh Williams, Kevin Casper, Susan Moon, Ben Moon and Marilyn Diehl.
ITEMS OF BUSINESS:
Discussion of Josh Williams Property on Iona Road – Josh Williams stated he owns the
property on Iona Raod to the east of a development currently being discussed. Mr. Williams said
he does not want his property to be landlocked by the new subdivision. Mr. Williams continued
and said his understanding is that the subdivision is supposed to leave a stub out to adjoining
properties. Mayor Gubler stated the developer recognizes Mr. Williams’ property, but does not
consider it to be landlocked because Mr. Williams has a narrow strip of land that is wide enough
for a future road. Mayor Gubler continued saying he is hesitant to approve a subdivision that
would require two roads so close together. Mayor Gubler also stated the City has advised the
developer to contact Mr. Williams directly and come to an agreement regarding the two parcels
of land. Mr. Williams stated there have been discussions in the past when he has tried to
purchase the land and the owner would not sell. There have been no recent discussions between
the two parties to come to an agreement. Mayor Gubler stated the City would be happy to help
facilitate an agreement between the two land owners, but that is not the responsibility of the City.
Mr. Williams stated the only option he has heard from the other land owner is for him to
purchase a lot and build a stub out to his adjoining property. Mr. Williams continued and said he
does not see that as a reasonable option.
Council President Geray asked Mr. Williams what his original plan was for this lot, as it is an
undeniably odd shape with a narrow strip of land. Mr. Williams stated his intent for this land was
for his children to have a place to farm and take care of cows. He realized the odd shape and
assumed one party would purchase the other at some point and develop all 25 acres as one
development. Council President Geray admitted he is torn on this situation. He understands the
dilemma that Mr. Williams is now in with the shape of his land. However, he doesn’t believe the
other land owner should be punished because his neighbor has a narrow strip of land and
understood the risk when he purchased it. Mayor Gubler advised Mr. Williams to contact the
other owner directly and come to an agreement. If they do not come to an agreement before the
Final Plat is submitted, the Planning & Zoning Commission and City Council will ultimately
need to do what they believe is best for the City.
Discussion of Idaho Falls Animal Shelter – Clerk West introduced Irene Brown with the Idaho
Falls Animal Shelter and stated the City Council had requested to meet with her regarding the
annual contract amounts. Ms. Brown stated the contract amount for this year reduced by about
50%. Clerk West stated the City has not received that statement yet. Council Member
Wadsworth stated the City has discussed utilizing another shelter and asked Ms. Brown why the
2
City should continue using the Idaho Falls Animal Shelter with such a high contract amount. Ms.
Brown said the only other option is the Snake River Animal Shelter and they only accept dogs.
Ms. Brown continued saying the City of Iona had 20 cats taken to their shelter in 2018 and 16
cats in 2017. Ms. Brown also stated their shelter participates in a national program called
Trap/Neuter/Return which requires them to neuter trapped cats then return them to the area they
were found. She explained this program as being beneficial to reduce the number of homeless
cats, rather than trapping and killing cats.
Council President Geray asked Ms. Brown if the contract amount is based on the number of
animals from Iona they receive compared to the total costs to run the shelter. Ms. Brown
confirmed the contract amounts are based on the percentage of the Iona animals brought in
compared to the total animals. That percentage is applied to the animal shelter’s cost and is then
charged as the contract amount for that year. Ms. Brown stated the Idaho Falls Animal Shelter
was issuing and tracking dog licenses for the City of Iona and doesn’t understand why the City
discontinued the licensing requirement. Council President Geray stated the City Clerk from Iona
was the one issuing the licenses. Ms. Brown stated most of the licenses issued for the City of
Iona were done by the shelter when someone picked up or adopted a dog from the shelter. She
continued and said there is a state law that requires them to issue something to identify each dog,
so now that Iona does not have a dog license program, all Iona residents that adopt a dog from
the shelter have to purchase a Bonneville County license instead.
Council President Geray reviewed the contract and stated the City was charged $135 per animal
that was taken to the shelter in 2018. Council Member Wadsworth stated when he paid to
remove his dog from the shelter he paid less than $30. Council Member Wadsworth asked why
the animal owners are not required to pay more when they pick up their animal from the shelter.
Mayor Gubler stated the City is subsidizing the cost for the animal owners. Ms. Brown agreed.
Council President Geray expressed his frustration for requiring the City to pay for animals that
belong to irresponsible owners. Ms. Brown said they are not authorized to collect fines at the
shelter. Those are citations issued by the officers. She continued and said they are only
authorized to collect impound fees. She also stated they are only allowed to charge the owners
what they can show it costs them to house that animal, which they have estimated as $19/day.
Council President Geray referred to the contract and argued the cost to house the animal is $135
according to the total cost to operate the shelter on the contract. Ms. Brown stated only 30% of
the animals that are taken to the shelter are actually picked up by their owner. She also stated the
shelter used to put down 50% of the animals that came in, but the public complained. Attorney
Rawlings asked if the City gave the shelter authority to collect fees when an owner picks up their
animal from the shelter, would the shelter be willing to do that? Ms. Brown confirmed they can
collect City fees. Council President Geray stated they will need to do more research with
Bonneville County and on the City Code to move forward with this situation. Ms. Brown
recommended to reinstate the dog license requirement for the City.
Discussion of Water Connections outside City Limits – Mayor Gubler stated he was
approached by a resident that is interested in building a dry campground outside City limits and
asked if the City would provide water if it was in the impact area, but not within City limits.
Mayor Gubler continued and stated there are provisions in the City Code that would allow them
to provide water outside City limits, but wants to know if the City Council would approve this
request. Ben Moon introduced himself and stated he is the one seeking this information. He
stated if Bonneville County provides the water, they would require him to add a fire suppression
system and fire hydrant on the property, which would increase their cost significantly. Mayor
3
Gubler stated the County would require them to have a fire sprinkler system if they do not have
access to a fire hydrant. Director Prouse stated he doesn’t think the Council can approve or
consider this subject without improvement drawings reviewed by the City Engineer. Mayor
Gubler stated Mr. Moon does not want to move forward with the design costs without knowing if
he could potentially hook up to the City water system. Council Member Wadsworth cautioned
Mr. Moon that with the implementation of the City’s Equivalent Domestic Unit (EDU) Chart,
they need to understand it would cost more than $49/month. Mayor Gubler explained costs
relating to hook-up fees and monthly billing scenarios depending on the design of the
campground. Mrs. Diehl asked who Bonneville County can contact at the City relating to current
zoning and zoning changes. Mayor Gubler stated he is familiar with the Planning & Zoning
Director for Bonneville County. He continued and said Bonneville County can contact him
directly with zoning questions.
General Water System Discussion – Mayor Gubler stated this item will be discussed during the
Regular Meeting immediately following this meeting.
Meeting Adjourned: 6:59 p.m.
COUNCIL APPROVED: November 19th, 2019
Dan Gubler, Mayor
ATTEST:
Keri West, City Clerk
1
CITY COUNCIL REGULAR MEETING
IONA CITY BUILDING
OCTOBER 15, 2019 – 7:00 P.M.
PRESENT: Mayor Dan Gubler, Council President Rob Geray, Council Member Michael
Thompson, Council Member Peter Wadsworth, Council Member Kathy McNamara, Public
Works Director Zech Prouse, City Attorney Andrew Rawlings and City Clerk Keri West.
ABSENT: Treasurer Amy Sullivan.
VISITORS: Kevin Casper.
Mayor Gubler welcomed everyone and led the Pledge of Allegiance. A roll call was taken to
open the meeting.
CONSENT AGENDA: City Council Work Meeting and City Council Regular Meeting Minutes
of September 24, 2019 were reviewed. Council reviewed the finance reports for the period
ending September 30, 2019 (100% of the fiscal year elapsed). The City had $1,031,130.35 in the
bank and routine bills had been paid, “Exhibit A”.
Mayor Gubler entertained a motion. Council President Geray made a motion to approve the
consent agenda as presented. Council Member Thompson seconded the motion. All in favor.
Motion carried.
ITEMS OF BUSINESS:
Discussion of Iona Comprehensive Plan – Clerk West stated the Planning & Zoning
Commission discussed the Iona Comprehensive Plan at their last meeting and are wanting to
know if the City Council supports moving forward with updating it. She continued and said the
Iona Comprehensive Plan has not been updated since 2007. Clerk West also stated she has
researched other cities that have recently updated their Comprehensive Plan and the costs vary
between $70,000-$100,000. She continued and said there are other ways to update the
Comprehensive Plan, such as conducting a new community survey, that would cost much less.
However, the City would be looking to spend a minimum of $10,000 to update the Iona
Comprehensive Plan. Council President Geray said he thinks it would be a worthy project for
$10,000, but he is concerned about finding someone that would be willing to take on a project
that size. Mayor Gubler stated he is not opposed to updating various sections of the
Comprehensive Plan, such as the community survey. However, he does not approve of
completely redoing the Comprehensive Plan, requiring a large budget. Clerk West also stated the
P&Z Commission strongly agrees that the Area of Impact needs to be updated with Bonneville
County. Mayor Gubler stated that discussion has been ongoing with Bonneville County for 10
years and the lack of communication has been frustrating. Discussion continued regarding
surrounding growth and the Area of Impact. Mayor Gubler stated his approval for the P&Z
Commission to go through the Comprehensive Plan and update applicable sections. Clerk West
stated she has spoken to the City of Idaho Falls and they recommended using the Community
Outreach program at BYU-I to conduct our City survey for around $3,000. Mayor Gubler said at
this point, the P&Z Commission, along with the City Clerk, need to research costs to update the
2
Iona Comprehensive Plan. Once costs have been estimated, the City Council can discuss and
agree on a budget to allocate for P&Z to update the Iona Comprehensive Plan.
General Water System Discussion – Mayor Gubler stated the water project is in a holding
pattern to get the appropriate equipment to continue the project. He stated Knife River requested
permission to blast the rock because their rock saw is broken. Mayor Gubler stated the City has
declined that request. Mayor Gubler also voiced his frustrations with Knife River not keeping the
schedule on track. He also stated he has written letters to the contractors to let them know they
are approaching the deadline before liquated damages will be considered. Mayor Gubler also
stated Dome Technology has been great to work with and they are currently on schedule with the
tank portion of the project.
STAFF REPORTS: Mayor Gubler reported the City has received the Final Plat Application for
Freedom Field Estates Division II, and it will be on next month’s agenda as a Public Hearing.
Mayor Gubler also stated there will be trees removed on Steele and 55th East by the end of the
month. He also reported they will be ordering more speed radar signs. Mayor Gubler also
reported he has received complaints that residents are not seeing Bonneville County Sheriff’s
Office deputies at night. Lieutenant Casper made note of the complaint.
Clerk West stated the City Trunk or Treat will be held on October 31st at 5:30 p.m. She also
stated Election Day is November 5, 2019.
Lieutenant Casper stated the City had the calmest month of the year in September. There were 56
dispatched and traffic calls. He also stated he has had a regular Deputy in Iona over the last
month, but he had to move him to a new area last week. He continued and said the Iona police
vehicle has been used very frequently in the evenings in the City. He reported it being used in
Iona for 140 hours during August and September. Lieutenant Casper discussed the variety of
calls they have received for the City of Iona.
Council President Geray stated the Veterans Day Program will be held at Thunder Ridge High
School Performing Arts Center with the high school band. He also stated the program will be
held on Wednesday, November 6th, 2019. Mayor Gubler suggested that Clerk West try to book a
state representative to be the keynote speaker. Clerk West agreed.
Council Member McNamara stated the Iona Historical Museum will hold their meeting next
Wednesday.
SUGGESTED AGENDA ITEMS: No suggestions made.
Meeting Adjourned at 8:04 p.m.
COUNCIL APPROVED: November 19th, 2019
Dan Gubler, Mayor
ATTEST:
Keri West, City Clerk
1
PLANNING AND ZONING MEETING
IONA COMMUNITY CENTER
November 13, 2019 6:30 P.M.
PRESENT: Chairman James West, Member Ray Hart, Member Dee Johnson, Member Gary
Elliott, Member John Lott and Assistant Clerk Heather Marley.
ABSENT: None.
VISITORS: Nolan Getsinger, Milton Bullock, Kurt Roland, Albon Hatch, Greg Hansen,
Meridee Wobig and Karen Taylor Boichelli.
Chairman West welcomed everyone and Member Johnson led with the Pledge of Allegiance.
Approval of Minutes: Chairman West entertained a motion. Member Hart moved to approve
the minutes for October 9, 2019, as written. Member Elliott seconded the motion. All in favor,
motion carried.
Items of Business:
a. Public Hearings;
i. Approval of Final Plat, Freedom Field Estates, Division 2, Rockwell
Homes. Kurt Roland with Eagle Rock Engineering approached the
podium and stated he lives at 1331 Fremont Avenue in Idaho Falls. He
stated he was representing Rockwell Homes. Mr. Roland stated there are
54 half-acre lots in Division 2 of Freedom Field Estates. He also stated
the utilities and road configurations are in compliance with the City’s
requests. Member Hart stated there were three Common areas listed on
the application but not indicated on the map. Mr. Roland stated that since
the subdivision has swales that will catch drainage, there was not a need
for a drainage area or Common area. Member Hart also stated that lots
#23 and #24 were under a half-acre. Mr. Roland stated that if they are
under, they would make the necessary adjustments. Albon Hatch
approached the podium and stated his address as 4201 N Rushton Cir,
Iona. He stated that he owns the strip of property on the East side of
Division 1 that has a stub for his access. He said he thought there was
going to be another stub on the north side of his property. Mr. Hatch
stated his property is twelve acres and his access comes through Dutson
Drive. Mr. Roland stated there was not a second access on the North end
of Mr. Hatch’s property as it was not required by the City. Milton Bullock
approached the podium and stated his address as 4974 49th St. He stated
he wasn’t properly informed of the Plat Map and had some concerns
about the easement, utilities and access. Mr. Bullock asked about street
lights, fences and curb and gutter. Mr. Bullock also inquired about out
buildings on the lots. Chairman West told Mr. Bullock that the out
buildings on lots would follow City Code. Mr. Roland approached the
podium and stated there is a sixteen foot access easement for cleaning and
maintaining the canal. He also stated Rockwell will not be providing
fences, but that it would be the home owner’s responsibility. He stated
2
there will be no curb and gutter but instead will be drainage swales and
sidewalks. Chairman West asked Mr. Roland if the corner lots were ten
percent larger as required by City Code. Mr. Roland replied that Forsgren
approved what they had submitted. Mr. Roland said they were making all
the adjustments required by Forsgren and the City. Member Elliott asked
Mr. Roland if there would be street lights and Mr. Roland answered yes.
Chairman West stated there were two Dutson Drives on the Plat and Mr.
Roland said he would get that fixed. Member Johnson stated there was a
stub road on Rushton Circle and Chairman West replied that the City had
vacated that and it was no longer a stub road. Mr. Greg Hansen of
Rockwell Homes approached the podium and stated his address as 4743
Tanglewood. Mr. Hansen answered the rest of Mr. Bullocks questions and
explained utility access will not be through any residents’ property. He
also explained the Common areas are the entrances to the subdivision.
Chairman West entertained a motion. Member Johnson moved to
recommend the approval of the Final Plat of Freedom Field Estates,
Division 2, to the City Council. Member Lott seconded the motion. All in
favor, motion carried.
ii. Variance Application, Meredith Taylor, Located at 5443 E. Steele
Avenue. Karen Taylor Boichelli approached the podium and stated her
reason for the Variance. Her father, Meredith Taylor would like to split
his property and she is going to build a small home on his property. Her
part of the property encroaches four feet onto his half of the property and
they would like the variance approved. Nolan Getsinger approached the
podium and stated his address as 5434 Steele. He stated his approval of
the variance. There were no objections from other neighbors written or
otherwise. Chairman West entertained a motion. Member Elliott moved to
recommend the approval of the Variance for Meredith Taylor to the City
Council. Member Hart seconded the motion. All in favor, motion carried.
b. Discussion of Iona Comprehensive Plan. This discussion was tabled until the Planning
and Zoning Meeting on December 11, 2019.
c. Discussion of Amendments to Iona Subdivision. Chairman West is going to the City
Council Work Meeting on November 19th to address some concerns about 10-1-17(B)
(4) & (5) in the Iona City Code.
d. Additional items discussed:
i. New Maps that we can reference that are up to date and sending a map of Plats to the
residents in the area of impact. Also possibly a projector to display the maps.
Member Hart made a motion to adjourn the meeting. Member Elliott seconded the motion. All in
favor, motion carried.
Meeting Adjourned 8:01 p.m.
P&Z APPROVED: December 11, 2019
James West, Chairman
ATTEST:
Heather Marley, Assistant Clerk
TAB C
City of Iona Finance Worksheet - Banks Page: 1
Period: 10/19 Nov 05, 2019 04:45PM
Report Criteria:
Print Source Titles
Total by Source
Print Department Titles
Total by Department
All Segments Tested for Total Breaks
[Report].Account Number = "011050","101175","101221","511200","511222","511252","101242","511211"
Prior month 2 Prior month 2019-19
Current year
Account Number Account Title Actual
01-1050 CHECKING - COMMERCE BANK 247,977.85 377,876.79 148,364.74
10-1175 INVESTMENTS-COMMERCE-GENERA 269,416.18 269,463.05 199,490.19
10-1221 ZIONS - GENERAL INVESTMENTS 59,222.91 59,245.16 59,262.48
10-1242 WESTMARK CD--GENERAL 53,718.09 53,718.09 54,020.03
51-1200 INVESTMENTS-COMMERCE WATER 136,198.50 101,220.90 156,239.45
51-1211 WESTMARK CD-WATER 55,910.67 55,910.67 56,224.94
51-1222 ZIONS - WATER INVESTMENTS 39,523.54 39,539.01 39,551.05
51-1252 ZIONS BANK--WATER INVESTMENTS 74,128.36 74,156.68 74,178.72
Net Grand Totals:936,096.10 1,031,130.35 787,331.60
CITY OF IONA
REVENUES WITH COMPARISON TO BUDGET
FOR THE 1 MONTHS ENDING OCTOBER 31, 2019
GENERAL FUND
PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT
FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 11/05/2019 04:32PM PAGE: 1
TAX REVENUE
10-31-10 PROPERTY TAX REVENUE 921.38 921.38 287,717.00 286,795.62 .3
TOTAL TAX REVENUE 921.38 921.38 287,717.00 286,795.62 .3
LICENSES & PERMITS
10-32-20 BEER & DOG LICENSES 25.00 25.00 200.00 175.00 12.5
TOTAL LICENSES & PERMITS 25.00 25.00 200.00 175.00 12.5
INTERGOVERNMENTAL REVENUE
10-33-10 STATE LIQUOR TAX 18,236.00 18,236.00 87,310.00 69,074.00 20.9
10-33-20 STATE REVENUE SHARING 27,044.46 27,044.46 143,184.00 116,139.54 18.9
10-33-30 STATE HIGHWAY USERS 28,485.29 28,485.29 107,430.00 78,944.71 26.5
10-33-40 POLICE REVENUE .00 .00 2,300.00 2,300.00 .0
10-33-50 POLICE GRANTS .00 .00 9,600.00 9,600.00 .0
10-33-80 GRANTS .00 .00 500.00 500.00 .0
TOTAL INTERGOVERNMENTAL REVENUE 73,765.75 73,765.75 350,324.00 276,558.25 21.1
CHARGES FOR SERVICE
10-34-10 BUILDING INSPECTION FEES 1,405.00 1,405.00 102,427.00 101,022.00 1.4
10-34-20 CABLE TV FRANCHISE .00 .00 4,200.00 4,200.00 .0
10-34-30 NATURAL GAS FRANCHISE .00 .00 12,300.00 12,300.00 .0
10-34-40 POWER FRANCHISE 6,308.92 6,308.92 26,600.00 20,291.08 23.7
TOTAL CHARGES FOR SERVICE 7,713.92 7,713.92 145,527.00 137,813.08 5.3
OTHER REVENUE
10-36-10 INTEREST 346.40 346.40 1,850.00 1,503.60 18.7
10-36-50 BUILDING RENT 6,490.00 6,490.00 13,000.00 6,510.00 49.9
10-36-60 MYAC REVENUE .00 .00 3,000.00 3,000.00 .0
10-36-70 IONA DAY REVENUE .00 .00 18,500.00 18,500.00 .0
10-36-90 MISCELLANEOUS REVENUE 150.00 150.00 10,200.00 10,050.00 1.5
TOTAL OTHER REVENUE 6,986.40 6,986.40 46,550.00 39,563.60 15.0
CITY OF IONA
REVENUES WITH COMPARISON TO BUDGET
FOR THE 1 MONTHS ENDING OCTOBER 31, 2019
GENERAL FUND
PERIOD ACTUAL YTD ACTUAL BUDGET UNEARNED PCNT
FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 11/05/2019 04:32PM PAGE: 2
RECREATION REVENUE
10-37-50 RECREATION FEES .00 .00 92,000.00 92,000.00 .0
10-37-60 SHELTER RENTAL .00 .00 1,200.00 1,200.00 .0
TOTAL RECREATION REVENUE .00 .00 93,200.00 93,200.00 .0
EQUIPMENT REPLACEMENT
10-38-20 EQUIPMENT REPLACEMENT .00 .00 75,000.00 75,000.00 .0
TOTAL EQUIPMENT REPLACEMENT .00 .00 75,000.00 75,000.00 .0
RESERVES
10-39-50 RESERVES .00 .00 82,783.00 82,783.00 .0
TOTAL RESERVES .00 .00 82,783.00 82,783.00 .0
TOTAL FUND REVENUE 89,412.45 89,412.45 1,081,301.00 991,888.55 8.3
CITY OF IONA
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 1 MONTHS ENDING OCTOBER 31, 2019
GENERAL FUND
PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 11/05/2019 04:32PM PAGE: 3
ADMINISTRATION
10-41-10 PAYROLL 11,084.96 11,084.96 152,700.00 141,615.04 7.3
10-41-20 PAYROLL TAXES 1,264.18 1,264.18 17,800.00 16,535.82 7.1
10-41-30 RETIREMENT 1,081.96 1,081.96 18,400.00 17,318.04 5.9
10-41-40 HEALTH INSURANCE 2,520.42 2,520.42 38,400.00 35,879.58 6.6
10-41-50 OFFICE EXPENSE & ADMIN.3,111.93 3,111.93 22,000.00 18,888.07 14.2
10-41-55 PUBLISHING .00 .00 2,400.00 2,400.00 .0
10-41-60 LEGAL & AUDIT FEES 1,645.50 1,645.50 29,600.00 27,954.50 5.6
10-41-63 ENGINEERING 1,000.00 1,000.00 16,000.00 15,000.00 6.3
10-41-65 TRAINING/TRAVEL 39.00 39.00 3,500.00 3,461.00 1.1
10-41-70 INSURANCE LIABILITY 2,307.00 2,307.00 14,300.00 11,993.00 16.1
10-41-75 ELECTRICITY - NATURAL GAS 1,363.55 1,363.55 22,000.00 20,636.45 6.2
TOTAL ADMINISTRATION 25,418.50 25,418.50 337,100.00 311,681.50 7.5
POLICE DEPARTMENT
10-46-60 POLICE-VEHICLE 8,074.59 8,074.59 8,075.00 .41 100.0
10-46-80 POLICE-COUNTY/DISPATCH 300.00 300.00 221,200.00 220,900.00 .1
10-46-90 POLICE-GENERAL 389.42 389.42 28,907.00 28,517.58 1.4
TOTAL POLICE DEPARTMENT 8,764.01 8,764.01 258,182.00 249,417.99 3.4
MISCELLANEOUS DEPT
10-47-10 MAINTENANCE 6,003.21 6,003.21 126,000.00 119,996.79 4.8
10-47-20 BUILDING INSPECTIONS 1,741.76 1,741.76 62,000.00 60,258.24 2.8
10-47-30 EQUIPMENT EXPENSE 1,477.96 1,477.96 5,800.00 4,322.04 25.5
10-47-50 CIVIL DEFENSE .00 .00 895.00 895.00 .0
10-47-60 MYAC EXPENSE .00 .00 3,600.00 3,600.00 .0
10-47-70 IONA DAY EXPENSE .00 .00 25,000.00 25,000.00 .0
10-47-90 MISCELLANEOUS EXPENSE 1,254.60 1,254.60 14,000.00 12,745.40 9.0
TOTAL MISCELLANEOUS DEPT 10,477.53 10,477.53 237,295.00 226,817.47 4.4
CAPITAL OUTLAY
10-48-10 LIBRARY .00 .00 500.00 500.00 .0
10-48-20 CAPITAL IMPROVEMENTS .00 .00 121,000.00 121,000.00 .0
TOTAL CAPITAL OUTLAY .00 .00 121,500.00 121,500.00 .0
CITY OF IONA
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 1 MONTHS ENDING OCTOBER 31, 2019
GENERAL FUND
PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 11/05/2019 04:32PM PAGE: 4
RECREATION EXPENDITURES
10-49-10 RECREATION LABOR .00 .00 51,000.00 51,000.00 .0
10-49-20 PAYROLL TAXES .00 .00 5,800.00 5,800.00 .0
10-49-50 RECREATION SUPPLIES 345.00 345.00 13,000.00 12,655.00 2.7
10-49-60 RECREATION EQUIPMENT 216.64 216.64 17,000.00 16,783.36 1.3
10-49-70 RECREATION MAINTENANCE .00 .00 1,000.00 1,000.00 .0
TOTAL RECREATION EXPENDITURES 561.64 561.64 87,800.00 87,238.36 .6
EQUIPMENT REPLACEMENT
10-50-10 EQUIPMENT REPLACEMENT .00 .00 39,424.00 39,424.00 .0
TOTAL EQUIPMENT REPLACEMENT .00 .00 39,424.00 39,424.00 .0
TOTAL FUND EXPENDITURES 45,221.68 45,221.68 1,081,301.00 1,036,079.32 4.2
NET REVENUE OVER EXPENDITURES 44,190.77 44,190.77 .00 ( 44,190.77).0
CITY OF IONA
REVENUES WITH COMPARISON TO BUDGET
FOR THE 1 MONTHS ENDING OCTOBER 31, 2019
WATER FUND
PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 11/05/2019 04:32PM PAGE: 5
OPERATING REVENUE
51-31-10 COLLECTIONS 45,112.32 45,112.32 590,720.00 545,607.68 7.6
51-31-30 HOOK UP FEES .00 .00 281,822.00 281,822.00 .0
TOTAL OPERATING REVENUE 45,112.32 45,112.32 872,542.00 827,429.68 5.2
INTERGOVERNMENTAL REVENUE
51-33-80 GRANTS .00 .00 500,000.00 500,000.00 .0
TOTAL INTERGOVERNMENTAL REVENUE .00 .00 500,000.00 500,000.00 .0
WATER
51-35-10 WATER SYSTEM .00 .00 340,000.00 340,000.00 .0
51-35-20 WATER BOND 165,129.00 165,129.00 3,015,393.00 2,850,264.00 5.5
TOTAL WATER 165,129.00 165,129.00 3,355,393.00 3,190,264.00 4.9
MISCELANEOUS REVENUE
51-36-10 INTEREST 366.90 366.90 2,650.00 2,283.10 13.9
51-36-20 MISC REVENUE .00 .00 32,940.00 32,940.00 .0
TOTAL MISCELANEOUS REVENUE 366.90 366.90 35,590.00 35,223.10 1.0
EQUIPMENT REPLACEMENT
51-38-60 EQUIPMENT RESERVES .00 .00 50,000.00 50,000.00 .0
TOTAL EQUIPMENT REPLACEMENT .00 .00 50,000.00 50,000.00 .0
RESERVES
51-39-50 RESERVES .00 .00 44,995.00 44,995.00 .0
TOTAL RESERVES .00 .00 44,995.00 44,995.00 .0
TOTAL FUND REVENUE 210,608.22 210,608.22 4,858,520.00 4,647,911.78 4.3
CITY OF IONA
EXPENDITURES WITH COMPARISON TO BUDGET
FOR THE 1 MONTHS ENDING OCTOBER 31, 2019
WATER FUND
PERIOD ACTUAL YTD ACTUAL BUDGET UNEXPENDED PCNT
FOR ADMINISTRATION USE ONLY 8 % OF THE FISCAL YEAR HAS ELAPSED 11/05/2019 04:32PM PAGE: 6
ADMINISTRATION
51-41-10 PAYROLL 7,390.53 7,390.53 132,000.00 124,609.47 5.6
51-41-20 PAYROLL TAXES 841.38 841.38 12,800.00 11,958.62 6.6
51-41-30 RETIREMENT 926.70 926.70 14,800.00 13,873.30 6.3
51-41-40 HEALTH INSURANCE 2,520.34 2,520.34 26,400.00 23,879.66 9.6
51-41-50 OFFICE EXPENSE & ADMIN.1,540.24 1,540.24 34,000.00 32,459.76 4.5
51-41-60 LEGAL .00 .00 36,000.00 36,000.00 .0
51-41-65 TRAINING/TRAVEL .00 .00 3,000.00 3,000.00 .0
51-41-70 INSURANCE LIABILITY 2,307.00 2,307.00 11,000.00 8,693.00 21.0
51-41-75 ELECTRICITY & NATURAL GAS 3,907.67 3,907.67 56,000.00 52,092.33 7.0
51-41-80 ENGINEERING 78,743.90 78,743.90 410,853.00 332,109.10 19.2
TOTAL ADMINISTRATION 98,177.76 98,177.76 736,853.00 638,675.24 13.3
MISCELLANEOUS
51-47-10 MAINTENANCE & REPAIRS 4,747.70 4,747.70 165,000.00 160,252.30 2.9
51-47-20 MISCELLANEOUS EXPENSE 1,250.00 1,250.00 3,500.00 2,250.00 35.7
51-47-30 EQUIPMENT EXPENSE .00 .00 5,700.00 5,700.00 .0
51-47-35 EQUIPMENT RENT .00 .00 2,000.00 2,000.00 .0
TOTAL MISCELLANEOUS 5,997.70 5,997.70 176,200.00 170,202.30 3.4
CAPITAL IMPROVEMENTS
51-48-20 CAPITAL IMPROVEMENTS 394,487.02 394,487.02 3,877,534.00 3,483,046.98 10.2
TOTAL CAPITAL IMPROVEMENTS 394,487.02 394,487.02 3,877,534.00 3,483,046.98 10.2
EQUIPMENT REPLACEMENT
51-50-10 EQUIPMENT REPLACEMENT .00 .00 67,933.00 67,933.00 .0
TOTAL EQUIPMENT REPLACEMENT .00 .00 67,933.00 67,933.00 .0
TOTAL FUND EXPENDITURES 498,662.48 498,662.48 4,858,520.00 4,359,857.52 10.3
NET REVENUE OVER EXPENDITURES ( 288,054.26)( 288,054.26).00 288,054.26 .0
Reference Date Account
1.0001' 10/02/2019 L 1047-90
2.0001'.10/02/2019 10-47-90
3.0001,10/01/2019,01-1075
4.0001',10/31/2019 .1047-90
5.0001'.10/04/2019.10-41-50
6.000110/04/2019�,51-41-50
7.0001�10/07/2019';01-1050
8.0001 10/07/2019 51-1200
9.0001-10/02/2019 '10-41-50
10.0001,10/02/2019,51-41-50
11.000110/16/2019,10-41-50
12.0001.10/16/201951-41-50
13.0001',10/15/2019.10-47-90
14.0001;10/18/2019.10-47-90
15.0001 10/18/2019'10-47-10
16.0001110/21/2019�10-47-90
17.0001 10/21/2019,1047-90
18.0001 10/21/2019 '.10-47-90
19.000110/28/2019 '.1047-90
20.0001,10/29/2019..10-41-50
21.0001;10/29/2019,10-41-50
22.000110/29/2019..10-41-50
23.0001!10/29/2019 10-41-65
24.0001.10/31/2019I,1047-90
25.0001;10/31/2019 j10-47-90
26.0001'.10/31/2019 ',1047-90
Joumal CD CASH DISBURSEMENTS - COMMERCE - GEN - CHECK
Period: 10/19 11/18/2019
Page: 1
Number Account Title
MISCELLANEOUS EXPENSE
MISCELLANEOUS EXPENSE
UTILITY CASH CLEARING
MISCELLANEOUS EXPENSE
':.OFFICE EXPENSE & ADMIN.
OFFICE EXPENSE & ADMIN.
,CHECKING - COMMERCE BANK
INVESTMENTS -COMMERCE WA
OFFICE EXPENSE & ADMIN.
OFFICE EXPENSE & ADMIN.
OFFICE EXPENSE & ADMIN.
OFFICE EXPENSE & ADMIN.
MISCELLANEOUS EXPENSE
MISCELLANEOUS EXPENSE
'MAINTENANCE
MISCELLANEOUS EXPENSE
.MISCELLANEOUS EXPENSE
.MISCELLANEOUS EXPENSE
MISCELLANEOUS EXPENSE
pOFFICE EXPENSE & ADMIN.
OFFICE EXPENSE & ADMIN.
OFFICE EXPENSE & ADMIN.
TRAINING/TRAVEL
..MISCELLANEOUS EXPENSE
MISCELLANEOUS EXPENSE
MISCELLANEOUS EXPENSE
Description
Clerk -Flowers McNamara
Clerk -Flowers Marley
Chargeback-NSF acct.720001 & 283502 c '..
;Clerk -Employee lunch mtg. meal
Clerk-PSN Electronic Payment Service fee
Clerk-PSNElectronic Payment Service fee '.. 127.40,
..Transferred Water Checking to Water Say''.
Transferred Water Checking to Water Sav'.
1Clerk-Google email manager
Clerk-Google email manager
ACH Bank of Commerce Direct Deposit fe
.ACH Bank of Commerce Direct Deposit fe
.Clerk -Halloween candy-Council-Sam's Clu
'.Clerk -Halloween candy-Council-Sam's Clu
.Public Works OldCastle Infrastructure
Clerk -Grand Teton Theatre -Trunk or Treat
,Clerk-Crumbl of Ammon -Trunk or Treat pc
'Clerk-Chick-fil-A-Trunk or Treat prizes
Clerk -Veteran's Day Program
Clerk -Diane's Early Care Fire Inspection '..
Clerk -PH Freedom Field Div. 2 mailings fe
Clerk -PH Meredith Taylor variance mailing
Clerk-AIC Fall Academy fee
Clerk -Trunk or Treat donuts
Clerk -Veteran's Day gift cards -Perkins
'Clerk -Veteran's Day gift cards -Black Bear
Amount
76.30'
76.30
200.00'. & Frank's Auto Repair
75.13.. _..
40.00
55,000.00-'.
55,000.00'
54.60'
23.40,
25.00
10.64''
23.48
123.44
490.00
50.00
31.80
100.00
29.97
79.27'.
6.60!
6.60
39.00'
151.24'
200.00
200.00'
Comment
Journal CD CASH DISBURSEMENTS - COMMERCE - GEN - CHECK
Period: 10/19
11/18/2019
ference Date Account Number
27.000110/31/2019l10-47-30
28.0001',10/31/2019':,10-47-10
29.0001..10/31/2019110-47-10
30.0001.10/30/2019 ,10-47-90
31.0001110/22/2019'',01-1075
32.0001'10/22/2019I01-1050
33.0001'.10/22/2019i01-1075
34.0001.10/22/201901-1050
99000.0001':10/01/2019 01-1050
99001.0001',10/31/2019 01-1050
99002.0001',10/01/2019 01-1050
99003.0001'10/31/2019101-1050
99004.0001.10/04/2019 01-1050
99005.0001 10/02/2019.01-1050
99006.0001;10/15/2019',01-1050
99007.0001.10/18/2019'.01-1050
99008.0001 10/18/2019 01-1050
99009.0001 10/21/2019 01-1050
99010.0001,10/21/2019�01-1050
99011.0001'10/21/2019. 01-1050
99012.000110/28/2019 01-1050
99013.0001,10/29/2019 01-1050
99014.0001,10/29/2019.01-1050
99015.0001110/29/2019.01-1050
99016.0001'..10/29/2019',01-1050
99017.0001'10/31/2019';01-1050
Account Title _
EQUIPMENT EXPENSE
MAINTENANCE
MAINTENANCE
MISCELLANEOUS EXPENSE
UTILITY CASH CLEARING
CHECKING - COMMERCE BANK
:..UTILITY CASH CLEARING
CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
'.CHECKING - COMMERCE BANK
'..CHECKING - COMMERCE BANK
'CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
.:CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
.CHECKING - COMMERCE BANK
.CHECKING - COMMERCE BANK
'.CHECKING - COMMERCE BANK
:CHECKING - COMMERCE BANK
CHECKING - COMMERCE BANK
.CHECKING - COMMERCE BANK
Description
Public Works-2015 Chevy Truck Serviced
Public Works -Ace Powder Coating
Public Works -Winter clothing
Clerk -Veteran's Day thank you cards j
'ACH NSF Acct. 8921.01 Nelson, Daniel
ACH NSF Acct. 8921.01 Nelson, Daniel
,Check amt./written amt. do not match ac
Check amt./written amt. do not match ac
TOTAL CHECKS & OTHER CHARGES - CO
.TOTAL CHECKS & OTHER CHARGES - CO
TOTAL CHECKS & OTHER CHARGES CO
TOTAL CHECKS & OTHER CHARGES - CO
TOTAL CHECKS & OTHER CHARGES - CO
TOTAL CHECKS & OTHER CHARGES - CO
TOTAL CHECKS & OTHER CHARGES - CO
TOTAL CHECKS & OTHER CHARGES - CO
.TOTAL CHECKS & OTHER CHARGES - CO
TOTAL CHECKS & OTHER CHARGES - CO
TOTAL CHECKS & OTHER CHARGES - CO
,TOTAL CHECKS & OTHER CHARGES - CO
TOTAL CHECKS & OTHER CHARGES - CO
'.TOTAL CHECKS & OTHER CHARGES - CO
'. TOTAL CHECKS & OTHER CHARGES - CO
!TOTAL CHECKS & OTHER CHARGES - CO
!TOTAL CHECKS & OTHER CHARGES - CO
'.TOTAL CHECKS & OTHER CHARGES - CO
Amount
127.86
400.00
253.86:
16.94'..
49.00'
49.00
9.00'
9.00
152.60-,
35.64'
200.00
75.13
167.40
78.00-
23.48-:...
123.44-,...
490.00
50.00-
31.80-
100.00-
29.97
79.27
6.60
6.60
39.00
151.24'..
Comment
Page: 2
City of Iona Check Register - Iona Page: 1
Check Issue Dates: 10/1/2019-10/31/2019 Nov 05, 2019 03:05PM
Report Criteria:
Report type: Summary
GL Period Check Issue Date Check Number
Payee
Description
GL Account Amount
10/19 10/01/2019 17145
10/19 10/01/2019 17146
10/19 10/01/2019 17147
10/19 10/01/2019 17148
10/19 10/01/2019 17149
10/19 10/02/2019 17150
10/19 10/07/2019 17151
10/19 10/07/2019 17152
10/19 10/07/2019 17153
10/19 10/08/2019 17162
10/19 10/08/2019 17163
10/19 10/08/2019 17164
10/19 10/08/2019 17165
10/19 10/08/2019 17166
10/19 10/08/2019 17187
10/19 10/08/2019 17168
10/19 10/08/2019 17169
10/19 10/08/2019 17170
10/19 10/08/2019 17171
10/19 10/08/2019 17172
10/19 10/15/2019 17173
10/19 10/15/2019 17174
10/19 10/15/2019 17175
10/19 10/15/2019 17176
10/19 10/15/2019 17177
10/19 10/15/2019 17178
10/19 10/15/2019 17179
10/19 10/16/2019 17180
10/19 10/21/2019 17181
10/19 10/21/2019 17182
10/19 10/21/2019 17183
10/19 10/21/2019 17184
10/19 10/21/2019 17185
10/19 10/21/2019 17186
10/19 10/21/2019 17187
10/19 10/21/2019 17188
10/19 10/22/2019 17195
10/19 10/22/2019 17196
10/19 10/22/2019 17197
10/19 10/28/2019 17198
10/19 10/28/2019 17199
10/19 10/28/2019 17200
10/19 10/28/2019 17201
10/19 10/28/2019 17202
10/19 10/28/2019 17203
10/19 10/28/2019 17204
10/19 10/28/2019 17205
10/19 10/28/2019 17206
10/19 10/30/2019 17207
10/19 10/30/2019 17208
10/19 10/30/2019 17209
10/19 10/30/2019 17210
10/19 10/30/2019 17211
10/19 10/30/2019 17212
CITY OF IONA
FORD MOTOR CREDIT COMPANY LLC
FORSGREN ASSOCIATES, INC.
ID DEPT. OF ENVIRONMENTAL QUALITY
KNIFE RIVER
ICRMP
ALLEN ELDRIDGE
CHRIS HINTON
GREG MCBRIDE
BONNEVILLE METROPOLITAN PLANNING 0
CONNIE MAYS
DIGLINE, INC.
HOLDEN KIDWELL HAHN & CRAPO P.L.L.C.
INTERMOUNTAIN GAS CO.
IONA BONNEVILLE SEWER DISTRICT
NETBACK, LLC
PORTER'S OFFICE PRODUCTS
PSI ENVIRONMENTAL
TACONIA SCREW PRODUCTS, INC.
VERIZON WIRELESS
KENNETH BALDWIN
BONNEVILLE CO. SOLID WASTE
BONNEVILLE COUNTY PROSECUTOR'S OFF
CHEMSEARCH
IDAHO TRANSPORTATION DEPT.
SERMON SERVICE & ELECTRIC
SWANSON'S ALL AMERICAN SPORTS
DOME TECHNOLOGY
ALLEN ELDRIDGE
GREG MCBRIDE
BLACKFOOT
HOLDEN KIDWELL HAHN & CRAPO P.L.L.C.
HOME DEPOT CREDIT SERVICES
ROCKY MOUNTAIN BOILER, INC.
ROCKY MTN. POWER
SPARKLIGHT
ALPINE HEATING & AIR CONDITIONING
NASASP
NORTH WIND RESOURCE CONSULTING, LL
A-1 RENTAL - REXBURG
BONNEVILLE COUNTY PUBLIC WORKS
C-A-L-RANCH STORES
CONRAD & BISCHOFF INC.
EGAN MACHINE, INC.
JEFF OR CHERI HART
NAPA AUTO PARTS
OMEGA RAIL MANAGEMENT, INC.
USABLUEBOOK
C & L PRINTING
H.D. FOWLER CO.
MCCI
PRO RENTAL & SALES, INC.
TACOMA SCREW PRODUCTS, INC.
TETON MICROBIOLOGY LAB
City water usage/bill 104710
Annual Lease Payment plus final 104660
Denning Plat Review`hAtiter pro.104163
Public Drinking Water System Fee 514710
Telford Rd. Watedine Improveme 514820
Liability Insurance 104170
Building inspections 104720
Severance agreement pay 104690
Mechanical Inspections 104720
BMPO Unified Planning Work Loc 104150
Closed Water acct. credit 011075
Locator -Utilities 514710
City Attorney Fees 104160
Natural gas -heating ,.I_ 104175
Splash Park sewer fees`0 �411It104710
Office PC's backup 104150
Office supplies 514150
2 Dumpster-3548 N. Main 104710
Radar Signs Sc rQ r+%$ 104710
Cell phones 104150
Reimburse CUP fee 104790
104710
County Dump refuse
Qtdy. Retainer Services
Boiler water treatment program
Dump Truck -exempt plates
Shop Fumace repaired
Scorebooks & softballs
Iona North Water Tank Project
Building inspections
Mechanical Inspections
Telephones
City Attorney Fees
Maintenance supplies
Service -started Boiler for winter s
Street Lights-- A IA po La)er
Internet
Preventive Maint. service
Membership dues
Nesting Survey
Tree limb chipper rental
Paint & Labor -Painting Centerline
Flex hose & shoe dryer
Unleaded gas 4- DI es el
Stainless steel weld plugs -back of
Reimb. credit closed water acct.
Antifreeze
Buried Water pipeline under track
Diffuser gasket (2)
Basketball Flyers printed
Ditch cover material -Dayton
LF Project Management-Laserfich
BoomLift-Tree trimming
Steel Screws & Marking paint
Water tests
104680
514710
104710
514710
104980
514820
104720
104720
104150
104160
104710
514710
104175
514150
104710
104710
514720
104730
104710
104710
514710
514710
011075
104710
514720
514710
104950
104710
104150
104730
514710
514710
539.00
8,074.59
79,743.90
3,316.00
229,358.50
4,614.00
500.00
389.42
498.96
374.00
39.52
50.12
637.50
135.28
261.00
75.00
486.18
215.27
59.57
183.00
100.00
80.00
300.00
204.17
23.00
396.00
173.84
165,128.52
500.00
200.00
111.43
1,008.00
418.92
116.00
5,135.94
142.31
178.75
39.00
1,000.00
580.00
841.51
99.98
1,948.17
75.00
11.06
7.98
250.00
28.64
345.00
551.34
3,04440
770.10
30.57
75.00
M = Manual Check, V = Void Check
City of Iona Check Register- Iona Page: 2
Check Issue Dates: 10/1/2019-10/31/2019 Nov 05, 2019 03:05PM
GL Period Check Issue Date Check Number Payee Description GL Account Amount
Grand Totals: 513,465.44
Summary by General Ledger Account Number
GL Account
Debit Credit Proof
Grand Totals:
01-1075 50.58 .00 50.58
01-2010 .00 50.58- 50.58-
10-2010 .00 26,592.77- 26,592.77-
10-41-50 2,899.86 .00 2,899.86
10-41-60 1,645.50 .00 1,645.50
10-41-63 1,000.00 .00 1,000.00
10-41-70 2,307.00 .00 2,307.00
10-41-75 1,363.55 .00 1,363.55
10-46-60 8,074.59 .00 8,074.59
10-46-80 300.00 .00 300.00
10-46-90 389.42 .00 389.42
10-47-10 4,859.35 .00 4,859.35
10-47-20 1,741.76 .00 1,741.76
10-47-30 1,350.10 .00 1,350.10
10-47-90 100.00 .00 100.00
10-49-50 345.00 .00 345.00
10-49-60 216.64 .00 216.64
51-2010 .00 486,822.09- 486,822.09-
51-41-50 1,378.80 .00 1,378.80
51-41-70 2,307.00 .00 2,307.00
51-41-75 3,907.67 .00 3,907.67
51-41-80 78,743.90 .00 78,743.90
51-47-10 4,747.70 .00 4,747.70
51-47-20 1,250.00 .00 1,250.00
51-48-20 394,487.02 .00 394,487.02
513,465.44 513,465.44- .00
M = Manual Check, V = Void Check
City of Iona Check Register - Iona Page: 3
Check Issue Dates: 10/1/2019 - 10/31/2019 Nov 05, 2019 03:05PM
Dated:
Mayor:
City Council:
Report Criteria:
Report type: Summary
M = Manual Check, V = Void Check
TAB D
Inv# 54662 CITY OF IDAHO FALLS Acct# 401. 1083.00
TREASURER OFFICE
P.O. BOX 50220
IDAHO FALLS, IDAHO 83405
612-8218
**** ****
PAYABLE DUE UPON RECEIPT
CITY OF IONA
MAYOR DAN GUBLER
3548 N.MAIN
IONA ID 83427
Billed 10/17/2019
Prev Amount Due .00
Cur Charges ANIMAL SHELTER PARTICIPATION 897.25
CITY OF IONA PARTICIPATION IN OPERATION WITH ANIMAL
CONTROL FOR THE AMOUNT OF $3,589.00 FOR THE 2019-2020 FY.
QUARTERLY PAYMENTS TO BE INVOICED AS FOLLOWED;
$ 897.25 OCTOBER 2019
$ 897.25 JANUARY 2020
$ 827.25 APRIL 2020
$ 827.25 JULY 2020
Amount Due 897.25
PAST DUE ACCOUNTS ARE SUBJECT TO INTEREST CHARGES OF 12% PER ANNUM.
RE mPN THIS PORTION WITH PAYMENT
Inv# 54662 CITY OF IDAHO FALLS
TREASURER OFFICE
P.O. BOX 50220
IDAHO FALLS, IDAHO 83405
CITY OF IONA
MAYOR DAN GUBLER
3548 N.MAIN
IONA
ID 83427
M/C Visa Exp Date
Card Number
Signature
Acct# 401. 1083.00
Amount Due 897.25
Amount Paid
#401.108 3.00
001-0000-334-1400
IDAHO FALLS
City of Idaho Falls
308 Constitution Way
Idaho Falls, ID 83402
October 9, 2019
City of Iona
3548 N. Main St.
Iona, ID 83427
To whom it may concern:
The City of Idaho Falls has historically invoiced the City of Iona for costs associated with the
Idaho Falls Animal Shelter for live dogs that were brought to our facility. The accounting method
used to allocate the shared costs of this facility is by using the actual costs incurred.
This method takes a percentage (73%) of the current budget for the Animal Shelter and adds or
subtracts the difference of the prior years' budgeted amount versus the actual expenses incurred.
73% is the percentage of the Animal Shelter budget that is directly tied to the operations of the
Animal Shelter. Using this method will account for the prior years' budget versus actual and
include that in the current allocation.
Included with this correspondence is the calculation for the allocation of expenses for the City of
Iona for the fiscal year 2019-2020.
Should you have any questions or concerns please feel free to contact me.
Sincerely,
Bruce Young
Accountant
Phone #: 208-612-8231
Fax #:208-612-8245
Email: byoung@idahofallsidaho.gov
Enclosure(s)
Allocation Method:
Animal Shelter Costs
Budget Year 2019 - 2020
Live Dogs Processed from 4/1 to 3/31 for
allocation. Allocable financials from current
year budget with consideration from
Month City County Ammon Iona Total
1,220 458 146 18 1.842
66.23% 24.86% 7.93% 0.98% 100.00%
"' Total dog intake minus DOA and License only
Summary of 2018 -2019 Budget
Expenses:
Revenues:
Allocation:
Salaries (Allocated) 252,859
Benefits (Allocated) 120,202
Operating Expenses 183,921
Capital Equipment -
Depreciation - MERF (50%) 7,000
Board Bill Fees (5,500)
Dog Impound Fees (15,000)
Dogs Sold 0
Sterilation Fees 0
Animal Surrender Fees (8,000)
Animal Micro Chips (35,000)
Euthanasia Fees (4,500)
Cremation Fees (35,000)
Net Expenditures 460,982
73% of net expenditures to be allocated
+/- FY 2018 budget to actual
Total amount to be allocated:
City of Idaho Falls
Bonneville County
City of Ammon
City of Iona
336,517
30,768
367,285
66.23% 243,261
24.86% 91,323
7,93% 29,112
0.98% 3,589
367,285
TAB E
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 261
CHAPTER 1 Iona Subdivision Ordinance
SECTION:
10-1-1: Title
10-1-2: Purpose
10-1-3: Definitions
10-1-4: Platting Requirement
10-1-5: General Plat Requirements
10-1-6: Application for Subdivision Approval
10-1-7: Preliminary Plat Approval Process
10-1-8: Final Plat Approval Process
10-1-9: Small Subdivision Procedure
10-1-10: Third Parties
10-1-11: Post-Decision Remedies
10-1-12: Variances
10-1-13: Subdivision Application Fees
10-1-14: Subdivision Standards
10-1-15: Surveying and Monuments
10-1-16: Lot Improvements
10-1-17: Requirements for Public Ways
10-1-18: Alleys and Easements
10-1-19: Blocks
10-1-20: Flood Plain Areas
10-1-21: Domestic Water System Works
10-1-22: Water and Sewage Facilities
10-1-23: Electrical Utilities
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 262
10-1-1: TITLE. This chapter shall be known as the Iona Subdivision Ordinance.
(Ord. 225-10-18; 10/20/18).
10-1-2: PURPOSE. The purpose of this chapter is to:
(A) Promote the public health, safety and welfare;
(B) Provide guidance for future development and growth to the City in accordance with the
comprehensive plan;
(C) Integrate existing streets and highways with proposed transportation plans and other related
development of the City;
(D) Assure safe and adequate transportation systems, water, sewers, storm drains, parks, school
sites, and other public uses and facilities;
(E) Establish reasonable standards of design and uniform procedures for the subdivision and
re-subdivision of land;
(F) Provide for orderly layout, monumenting and legal description of subdivided lands; and
(G) Provide for an orderly and expeditious method of processing applications for subdivisions
and re-subdivisions.
(Ord. 225-10-18; 10/20/18).
10-1-3: DEFINITIONS.
(A) The following definitions shall apply to terms used in this chapter.
(1) ALLEY: A Public Way, without a sidewalk, designed
to serve as secondary access to the side or
rear of Lots having principal access on some
other Street.
(2) AGRICULTURAL LAND: Land used strictly for the cultivation of crops
or for animal husbandry and which is held in
tracts or parcels no smaller than ten acres.
(3) APPLICANT: A person who submits any Application.
(4) APPLICATION: A Subdivision Application for approval of a
Plat, as described in Section 10-1-6.
(5) APPLICATION,
COMPLETED:
An Application that is fully filled out and is
submitted with five copies of the Plat for
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 263
which approval is requested (although the
City Engineer may require a reasonable
number of additional copies of the Plat, if
necessary) and all other required contents,
attachments, copies, or documentation.
(6) BLOCK: A tract of land bounded by Streets, Alleys,
parks, cemeteries, rights of way, or other
public boundary lines.
(7) BUILDING: Any structure built for the protection, shelter,
or enclosure of persons, animals, chattels, or
property of any kind.
(8) BUILDING SITE: An area upon which the Developer proposes
to erect or construct a Building or make any
Improvement to render the property suitable
for the erection of a building, together with
the surrounding land that is intended to be
used in conjunction with such Building or
Improvements.
(9) CITY: The City of Iona.
(10) CITY ENGINEER: The City Engineer duly appointed by the
Council.
(11) COMMISSION: The Planning and Zoning Commission of the
City as it presently exists or as may be
adopted or amended hereafter.
(12) COMPREHENSIVE PLAN: The Comprehensive Plan of the City.
(13) CUL-DE-SAC: A local street with only one outlet and having
a circuit for traffic reversal that is determined
to be safe and convenient by the City
Engineer.
(14) DEDICATION: The setting apart, acceptance, and
confirmation by the Council of land or an
interest in land for use by the public.
(15) DEVELOPER: A person who subdivides or proposes to
subdivide land, whether as an owner or an
agent of an owner.
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 264
(16) DEVELOPMENT: The land that is subdivided or proposed for
subdivision by a Developer.
(17) EASEMENT: The use of a designated part of property,
authorized by the owner, for another, in
perpetuity.
(18) FRONTAGE: That side of a Lot abutting on a Street from
which primary pedestrian access to the Street
is made.
(19) GRADE: The slope of a road or street expressed as a
percentage amount.
(20) IMPROVEMENT: Any alteration to, or construction upon real
property, which increases the value or utility
of the land.
(21) INDIVIDUAL SEWAGE
DISPOSAL SYSTEM:
A septic tank, seepage tile sewage disposal
system, or any other sewage treatment device
not connected or intended to serve more than
one Building or connected to any other public
or private sewage system.
(22) LOT: A tract, plot, or portion of a Subdivision or
other parcel of land of sufficient dimension
and area to meet the applicable zoning
requirements for lot size.
(23) LOT, CORNER: A Lot situated at the intersection of two
Streets.
(24) OPEN SPACE: An area open to the sky that is exclusive of
Streets, Buildings, or other covered
structures.
(25) OWNER: Any person, group of persons, partnership,
corporation, limited liability company, or
other legal entity having legal title to, or an
interest in, the land proposed to be
subdivided.
(26) PLAT A term referring to an Amended Plat, Final
Plat, Preliminary Plat, and/or Sketch Plat.
(27) PLAT, AMENDED: A change in the Final Plat of an approved or
recorded Development that affects the layout
of any Street or area reserved for public use
or creates any additional Lots.
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 265
(28) PLAT, FINAL: The final drawing of the Development,
including all dedications, certificates, and
acknowledgments thereon, which conforms
to the provisions of this chapter.
(29) PLAT, PRELIMINARY: The preliminary drawing or drawings,
indicating the proposed manner or layout of
the Development, including street layout and
design, lots, blocks and proposed zoning,
which conforms to the provisions of this
chapter.
(30) PLAT, SKETCH: A sketch prior to the preparation of a
Preliminary Plat and/or Final Plat with no
dedication, used for the purpose of generally
discussing the proposed Subdivision and any
applicable requirements.
(31) PUBLIC IMPROVEMENT: Any drainage system, road, curb, sidewalk,
off-street parking area, sewer system, water
system, or any other facility for which the
City may assume responsibility, or which
may affect Improvements that are presently
the responsibility of the City.
(32) PUBLIC WAY: A Right-of-Way for use of motor vehicles,
including any sidewalks, that has been
dedicated to the public for public use and
accepted by the Council. Dedication shall be
evidenced by a Final Plat approved by the
Council in accordance with the provisions of
this chapter or by a public dedication
accompanied by a written resolution of the
Council accepting such dedication.
(33) RECORDING: The act of filing and recording a document
with the Bonneville County Recorder and
submitting a full-size and complete copy of
the recorded document to the City Clerk.
(34) REPLAT or RE-SUBDIVIDE: The creation or submission of an Amended
Plat.
(35) RIGHT-OF-WAY: A strip of land, being the entire width
between the boundary lines (i.e., measured
from property line to property line), occupied
or intended to be occupied by a Public Way,
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 266
sidewalk, railroad, public utility, public
easement, or other public use.
(36) SALE or LEASE: Any immediate or future transfer of
ownership or any reversionary interest in
land, including a contract of sale, whether by
deed, contract, plat, or other agreement.
(37) SETBACK: The minimum horizontal distance between
any property line of a Lot and the foundation
or wall of the Building, excluding uncovered
steps. Uncovered steps or a deck may not
extend into the Setback more than one-third
of the Setback.
(38) STANDARD
SPECIFICATIONS:
The Idaho Standards for Public Works
Construction, 2017 Edition
(39) STREET: A Public Way that is not an Alley, but
including any adjacent sidewalk.
(40) STREET, DEAD-END: A Street or portion thereof, with only one
point of ingress and egress.
(41) SUBDIVIDE
(or SUBDIVISION):
The division of land into five or more lots, for
the purpose of sale, lease, or development,
including any replat of land.
(42) SUBDIVISION AGREEMENT: A legal document or contract between the
Developer and the City that sets forth the
rights, duties, and obligations of all parties
regarding each specific Subdivision or
Development.
(43) SUBDIVISION DIRECTIVES: The written regulations, procedures, and
specifications established by the City
Engineer, consistent with this chapter, to
more particularly set forth the information
required to be submitted in the Application
and the particular manner in which the Sketch
Plat, Preliminary Plat, and/or Final Plat shall
be drawn.
(44) SUBDIVISION POLICY: The procedures and policies for
administering and processing a Subdivision
application, as may be adopted by ordinance
or resolution of the Council, which policy
implements the provisions of this chapter.
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 267
(45) VARIANCE: A modification of the strict application of this
chapter.
(Ord. 225-10-18; 10/20/18).
10-1-4: PLATTING REQUIREMENT.
(A) Platting Required. No person shall Subdivide or Re-Subdivide any piece, parcel, or tract
of land situated within the City or within one mile outside the City limits or Re-Subdivide,
sell, lease, or convey any Development or portion thereof, within said area, without first
recording a Final Plat approved by the City in conformity with the requirements of this
Iona Subdivision Ordinance. Notwithstanding the foregoing, any Development situated
within an officially designated area of City impact as provided for in Section 67-6526,
Idaho Code, shall be subject to the terms and provisions of any area of impact agreement
between the City and Bonneville County, Idaho.
(B) Exclusions. Notwithstanding Subsection 10-1-4(A), above, no Final Plat must be recorded
in the following circumstances:
(1) A bona fide Sale, division, or partition of land intended strictly for use thereafter as
Agricultural Land. The intent to construct, as evidenced by a request for a building
permit, a residence, apartment, commercial, or industrial Building or other
nonagricultural Building or Buildings upon such tract of land shall be deemed
sufficient evidence that the land described in the application for a building permit
is no longer agricultural and shall immediately subject such land to the
requirements of this Iona Subdivision Ordinance.
(2) An allocation of land in settlement of an estate of a decedent or a court decree for
the distribution of property.
(3) An involuntary sale of land as result of legal condemnation as defined and allowed
in the Idaho Code.
(4) A widening of any existing Right-of-Way to conform to the comprehensive plan or
by authority of the City.
(5) The acquisition of a Right-of-Way by a public agency in conformity with the
Comprehensive Plan.
(6) An exchange of land for the sole purpose of straightening property boundaries or
enlarging any existing Lot, and which does not create additional Lots.
(C) Amended Plat or Replat. Whenever a Developer proposes to Subdivide or Re-Subdivide
and platting is required pursuant to this section, the Developer shall file an Application,
which shall be processed in the manner set forth in this Iona Subdivision Ordinance.
(Ord. 225-10-18; 10/20/18).
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 268
10-1-5: GENERAL PLAT REQUIREMENTS.
(A) Plat Specifications. All Plats shall comply with Idaho Code Section 50-1304, this Iona
Subdivision Ordinance, and the Subdivision Directives.
(B) Subdivision Directives. Consistent with the provisions of the City Code, the City
Engineer may establish Subdivision Directives that describe the information required to be
submitted in or with any Plat or Application or are reasonably necessary to assure legibility,
permanency, clarity, reproducibility, accuracy, uniformity, and neatness of the Plat. The
City Engineer shall, upon request, make available a written copy of the Subdivision
Directives.
(C) Scale. The map drawings on any Plat shall be at a scale of one inch equals one hundred
feet (1" = 100').
(D) Standards. All Plats shall be drawn in accordance with generally accepted engineering
standards and practices and shall be drawn in such a manner as will assure legibility, clarity,
reproducibility, accuracy, uniformity and neatness of the Plat.
(Ord. 225-10-18; 10/20/18).
10-1-6: APPLICATION FOR SUBDIVISION APPROVAL.
(A) Application Required. Whenever a Developer requests approval of any Plat, the
Developer shall submit a Completed Application. No Plat shall be recorded until a
Completed Application has been filed with the City Clerk and approved by the Council in
accordance with the provisions of this Iona Subdivision Ordinance.
(B) Form of Application. The City Clerk shall prepare one or more form Applications, which
shall require sufficient information to determine if the Plat complies with the provisions of
this Iona Subdivision Ordinance and the City Code. The City Clerk shall, upon request,
make available a written copy of any blank Application.
(C) Contents. Each Completed Application shall accurately and fairly describe and depict all
improvements, structures, boundary lines, lot configurations, area to be developed, existing
and proposed land use and zoning, grades, land contour, recreational and public use area,
utilities(including water works), topography, streets, alleys, easements, and shall contain
such other information as may be necessary to determine if the proposed Development
complies with the requirements of this Iona Subdivision Ordinance
(D) Payment of Fees Required for Submission. An Application shall be deemed to be filed
with the City Clerk’s office upon payment of all fees required by this Iona Subdivision
Ordinance and receipt of a Completed Application using the appropriate form prepared by
the City Clerk.
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 269
(E) Submission Date. Every Application shall be filed with the City Clerk at least twenty-
five days before the meeting date of the Commission or Council at which the Applicant
desires such Application to be considered.
(Ord. 225-10-18; 10/20/18).
10-1-7: PRELIMINARY PLAT APPROVAL PROCESS.
(A) Action by City Clerk. Once the appropriate Completed Application for approval of a
Preliminary Plat and required fees have been submitted, the City Clerk shall:
(1) Cause the consideration of such Completed Application to be placed on the agenda
of the Commission’s next meeting that is at least twenty-five days after the date of
submission, unless otherwise requested by the Applicant;
(2) Cause the consideration of such Completed Application to be placed on the agenda
of the Council’s next meeting after the meeting at which the Commission will
consider such Completed Application; and
(3) Cause arrangements to be made to provide notice of the public hearings relating to
the consideration of such Completed Application before the Commission and
Council in the manner required by law.
(4) Forward copies of the Completed Application to the Mayor, each member of the
Council, each member of the Commission, the City Public Works Director, the City
Engineer, the City Attorney, and other City staff as the Mayor shall direct.
(B) Commission Consideration. At the meeting at which the Commission considers such
Completed Application, the Commission shall review the Completed Application—
including the Preliminary Plat—to determine its compliance with this Iona Subdivision
Ordinance; the Comprehensive Plan; and all applicable federal, state, or local laws. The
Commission shall prepare a written recommendation on such Completed Application and
cause its written recommendation to be forwarded to the Council before the meeting at
which the Council considers the Completed Application.
(C) Council Consideration. At the meeting at which the Council considers such Completed
Application, the Council shall consider the Commission’s written recommendation and
review the Completed Application—including the Preliminary Plat—to determine its
compliance with this Iona Subdivision Ordinance; the Comprehensive Plan; and all
applicable federal, state, or local laws.
(D) Council Action. Within 60 days after the date of the Council meeting at which the
Completed Application was first submitted, the Council shall complete its consideration
and review and shall either (a) approve, (b) conditionally approve, or (c) disapprove of the
Preliminary Plat and Completed Application.
(1) If the Preliminary Plat is approved, the Council shall advise the Developer in
writing of the Council’s approval.
(2) If the Preliminary Plat is conditionally approved, the Council shall advise the
Developer in writing of the conditions under which the approval is to be granted
and, upon Developer’s complete compliance with those conditions and the
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 270
Developer’s written certification of such compliance, the Preliminary Plat shall be
deemed approved.
(3) If the Preliminary Plat is disapproved, the Council shall advise the Developer, in
writing, of the reasons for denial of the Application.
(E) Expiration of Approval.
(1) Approval of a Preliminary Plat shall expire at such time as the Council may specify
or, if no other time is specified by the Council, one year after such Preliminary Plat
is approved.
(2) Provided, in the event a Final Plat relating to the same Development depicted on
such Preliminary Plat has been approved by the Council before the expiration of
the approval of the Preliminary Plat, the approval of the Preliminary Plat as to any
area of the Development not included within the Final Plat shall be deemed renewed
for one year after such Final Plat is approved unless otherwise specified by the
Council.
(3) Notwithstanding the above provisions, the Council may specify another expiration
date for its approval of any Preliminary Plat, but the Council may not set the
expiration of such approval any later than one year after the approval of the
Preliminary Plat or approval of a Final Plat. Upon request of the Developer, the
Council may extend its approval for a period of not to exceed one year from the
date of the initial approval of the Preliminary Plat or Final Plat, as the case may be.
(4) The Council shall advise the Developer of the expiration date of the Preliminary
Plat at the time it approves any request for sectionalization.
(Ord. 225-10-18; 10/20/18).
10-1-8: FINAL PLAT APPROVAL PROCESS.
(A) Additional Application Requirements for Approval of a Final Plat. Following the
approval of the Preliminary Plat, as the case may be, the Developer may file with the City
Clerk an Application for approval of a Final Plat. Such Completed Application shall, in
addition to all general requirements of a Completed Application, contain the following:
(1) A Completed Application requesting approval of the final plat in the appropriate
form prepared b y the City Clerk, including a request for annexation or zoning, if
appropriate;
(2) Proof of current ownership of the real property included in the proposed Final Plat;
(3) Development street and utility improvement drawings prepared in accordance with
generally accepted engineering practices, the requirements of this Iona Subdivision
Ordinance, the Subdivision Directives, and any Subdivision Policy adopted by the
Council;
(4) A copy of a proposed Subdivision Agreement;
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 271
(5) Copies of any easements or other covenants which run with the land;
(6) Proof of payment of all fees prescribed by City ordinance; and
(7) Any other maps, data, or information deemed necessary by the City Engineer to
determine compliance with the provisions of this chapter.
(B) Action by City Clerk. Once the appropriate Completed Application for approval of a
Final Plat and required fees have been submitted, the City Clerk shall:
(1) Cause the consideration of such Completed Application to be placed on the agenda
of the Commission’s next meeting that is at least twenty-five days after the date of
submission, unless otherwise requested by the Applicant;
(2) Cause the consideration of such Completed Application to be placed on the agenda
of the Council’s next meeting after the meeting at which the Commission will
consider such Completed Application; and
(3) Cause arrangements to be made to provide notice of the public hearings relating to
the consideration of such Completed Application, including any request for
annexation or zoning, before the Commission and Council in the manner required
by law.
(4) Forward copies of the Completed Application to the Mayor, each member of the
Council, each member of the Commission, the City Public Works Director, the City
Engineer, the City Attorney, and other City staff as the Mayor shall direct.
(C) Commission Consideration. At the meeting at which the Commission considers such
Completed Application, the Commission shall review the Completed Application—
including the Final Plat—to determine its compliance with this Iona Subdivision
Ordinance; the Comprehensive Plan; and all applicable federal, state, or local laws. The
Commission shall prepare a written recommendation on such Completed Application and
cause its written recommendation to be forwarded to the Council before the meeting at
which the Council considers the Completed Application.
(D) City Engineer’s Consideration. The City Engineer shall, with the assistance of a surveyor
as necessary, review the Completed Application—including the Final Plat—to determine
its compliance with this Iona Subdivision Ordinance; the Comprehensive Plan; and all
applicable federal, state, or local laws. The City Engineer shall prepare a written
recommendation on such Completed Application and cause its written recommendation to
be forwarded to the Council before the meeting at which the Council considers the
Completed Application.
(E) Council Consideration. At the meeting at which the Council considers such Completed
Application, the Council shall consider the Commission’s written recommendation and
review the Completed Application—including the Final Plat—to determine its compliance
with this Iona Subdivision Ordinance; the Comprehensive Plan; and all applicable federal,
state, or local laws. The Council may, in accordance with the public notice provided as
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 272
required by law, simultaneously consider a request for annexation, zoning, rezoning, and/or
amendment of the Comprehensive Plan relating to the same property.
(F) Council Action. Within 60 days after the date of the Council meeting at which the
Completed Application was first submitted, the Council shall complete its consideration
and review and shall either (a) approve or (b) disapprove of the Final Plat and Completed
Application; provided, however, that the Developer may request that the matter be
recessed, and in such event, the 60-day period shall not commence running until the matter
is again considered by the Council.
(1) If the Final Plat conforms to the provisions of this Iona Subdivision Ordinance and
all other applicable federal, state, or local laws, the Council shall approve the Final
Plat and authorize the Mayor and City Clerk to sign the original Final Plat. If the
Final Plat is approved, the Council shall advise the Developer in writing of the
Council’s approval.
(2) If the Final Plat is disapproved, the Council shall specify, in writing, the ordinances
and standards used in evaluating the Completed Application, and its reasons for
denial thereof and the actions, if any, that the Applicant may take to obtain their
approval.
(G) Recording of Final Plat. All Final Plats shall be recorded within 90 days after approval
by the Council, unless an extension of time is granted by the Council. If the Final Plat is
not recorded within the specified time because of the Developer’s failure to meet the
requirements specified herein, the Council may rescind its approval of the Final Plat.
(Ord. 225-10-18; 10/20/18).
10-1-9: SMALL SUBDIVISION PROCESS. [Reserved].
(Ord. 225-10-18; 10/20/18).
10-1-10: THIRD PARTIES. Any person, other than an Applicant, may request notice and
service of any decision made by the Council under this Iona Subdivision Ordinance by submitting
a written request for such notice to the City Clerk and any such notice and service shall be provided
electronically by e-mail to an email address provided by such person.
(Ord. 225-10-18; 10/20/18).
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 273
10-1-11: POST-DECISION REMEDIES. Any person who parks.
(A) Reconsideration.
(1) Any person denied a permit or aggrieved by a decision may, within 14 days after
the Council has issued a decision under this Iona Subdivision Ordinance, seek
reconsideration of such decision by submitting a written request for
reconsideration, which shall explain all the reasons (legal, factual, or otherwise)
why the person asks the Council to reconsider its decision.
(2) The Council shall hear the request for reconsideration at the next possible Council
meeting before which sufficient public notice can be provided, as required by law.
(3) Within 14 days after the date of the Council meeting at which the request for
reconsideration is considered, the Council shall, in writing, notify the Applicant
and any person who requested reconsideration that the Council is either (a)
upholding its prior decision or (b) altering its prior decision in a manner specified.
(B) Appeal. Any person denied a permit or aggrieved by a decision may, within 28 days after
all remedies have been exhausted under this Iona Subdivision Ordinance, seek judicial
review pursuant to the procedures set forth in Section 67-6521, Idaho Code, as amended.
(Ord. 225-10-18; 10/20/18).
10-1-12: VARIANCES. The Council may grant a Variance to the terms and provisions of
this Iona Subdivision Ordinance. A Variance may be granted only upon an express finding that
all of the following conditions exist.
(A) There are special circumstances or conditions affecting the property such that a strict
application of this Iona Subdivision Ordinance would clearly be impracticable or
unreasonable;
(B) Strict compliance with this Iona Subdivision Ordinance would result in extraordinary
hardship, as distinguished from mere inconvenience, to the Developer because of the
particular physical surroundings, shape, or unusual topography of the Developer’s
property, and will substantially preclude development of the property;
(C) The circumstances for which the variance is sought are unique to the property and are not
applicable to other properties similarly situated;
(D) The variance is the least deviation from this chapter necessary to mitigate the hardship;
(E) The granting of the variance will not be substantially detrimental to the public safety,
health, welfare or will not substantially injure other property adjoining the property for
which the variance is sought;
(F) The variance is not otherwise contrary to law; and
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 274
(G) The conditions necessitating the variance were not caused by or in any way arise from the
actions of the Developer.
(Ord. 225-10-18; 10/20/18).
10-1-13: SUBDIVISION APPLICATION FEES. The following fees are hereby
established relative to the processing of Applications.
(A) Application Fee for Consideration of Preliminary Plat. Any Applicant submitting a
Completed Application seeking approval of a Preliminary Plat shall pay to the City Clerk
a fee of $500.00.
(B) Application Fee for Consideration of Final Plat. Any Applicant submitting a Completed
Application seeking approval of a Final Plat shall pay to the City Clerk a fee as follows:
Number of Lots Amount of Fee
1 to 10 lots $ 2,120.00
11 to 50 lots $ 6,600.00
51 lots or more $ 12,200.00
(C) Fee for Consideration of Development Improvement Plans and for Infrastructure
Inspection. Any person who requests acceptance by the City of any street, utility line, or
other public improvement within a Development shall submit improvement plans, profiles,
and specifications for such improvements to the City Clerk. Substantial construction of
said public improvements shall not be commenced until the City Engineer has reviewed
and approved such plans and the Applicant has paid a fee as follows:
Number of Lots Amount of Fee
1 to 10 lots $ 3,200.00
11 to 50 lots $ 12,800.00
51 lots or more $ 24,800.00
(1) If such improvement plans comply with all state and local laws and ordinances and
any Subdivision Agreement executed or to be executed between the City and such
Developer, the City Engineer shall endorse his approval upon the improvement
plans and shall cause a notice to be imprinted upon the applicable Plat stating that
the City will not accept ownership or maintenance of such public improvements
until a professional engineer licensed in the State of Idaho has inspected the
construction of such public improvements and has delivered his written
certification to the City Engineer that such inspection was made and that
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 275
construction of such improvements meets or exceeds the minimum standards set
forth in the Standard Specifications.
(2) “As-built” drawings of such public improvements shall also be prepared by such
engineer and delivered to the City Engineer immediately upon completion of all
public improvements shown on the plans, or upon completion of any portion thereof
as required by the City.
(D) Rebate Upon Filing of “As-Built” Drawings. Upon delivery of the “as-built” drawings,
together with the certification of the professional engineer within 90 days after the
completion of all public improvements shown on the plans or any portion thereof as
required or permitted by the City, the City Engineer shall then cause a “Notice of Public
Acceptance of Street and Utilities” to be recorded in the Bonneville County Recorder's
office for those public improvements which have been accepted by the City. The City
Engineer shall also cause the following portion of the above-referenced fees to be rebated
to the developer or other person who paid the same, according to the following schedule:
1 to 10 lots Amount of Rebate
Final Plat $1,060.00
Subdivision Improvement Plans and
Street & Utility Construction Inspection
$1,600.00
11 to 50 lots Amount of Rebate
Final Plat $3,300.00
Subdivision Improvement Plans and
Street & Utility Construction Inspection
$6,400.00
51 lots or more Amount of Rebate
Final Plat $6,100.00
Subdivision Improvement Plans and
Street & Utility Construction Inspection
$12,400.00
(1) In the event the Developer or Owner fails to file such “as-built” drawings and
deliver such certification within 90 days after the completion of all public
improvements shown on the plans or any portion thereof as required or permitted
by the City, then the developer or owner shall forfeit all right to such rebate. The
City Engineer shall cause the Development and any public improvements to be
inspected and, once satisfied that they have been completed per the approved Final
Plat and improvements plans, the City Engineer shall then cause a “Notice of Public
Acceptance of Street and Utilities” to be recorded in the Bonneville County
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 276
Recorder's office for those public improvements which have been accepted by the
City.
(Ord. 225-10-18; 10/20/18).
10-1-14: SUBDIVISION STANDARDS. All improvements located upon land which is
subdivided shall be designed and constructed in compliance with the following laws, rules and
regulations, and standards:
(A) Local Ordinances. The City Code, as applicable, including the Zoning Ordinance of the
City of Iona, the Uniform Building Code (as adopted and/or amended by the City), the
Uniform Fire Code (as adopted and/or amended by the City), and the Uniform Plumbing
Code (as adopted and/or amended by the City).
(B) State Laws. All applicable laws of the State including Sections 50-1304 through 50-1310,
Idaho Code, and all rules and regulations, having the force and effect of law, promulgated
by the Idaho Department of Transportation, Idaho Department of Health and Welfare,
Idaho Department of Environmental Quality, or other agency of the State of Idaho.
(C) The Standard Specifications.
In the event of any irreconcilable inconsistency between the Standard Specifications and this
Chapter, the provisions of this Chapter shall prevail.
(Ord. 225-10-18; 10/20/18).
10-1-15: SURVEYING AND MONUMENTS.
(A) All linear dimensions shown on a Plat shall be calculated to the nearest one-hundredth
(0.01) of a foot and all bearings shall be calculated to one second (1”) of arc. All curves
shall be defined by the radius, central angle, tangent, arc, and chord distances. The
description and location of all monuments shall be shown. Monuments conforming to the
requirements of the Idaho Code shall be set at centerline tangent points, centerline points
of curve, centerline points of intersection of streets, and any subdivision boundary points
that fall in the paved area of the streets and shall be existing at the time of the City's final
acceptance of the street improvements. All points on the exterior boundary of the
subdivision where the boundary changes direction shall be marked with monuments
conforming to the requirements of the Idaho Code, consisting of iron or steel rods not less
than five-eighths inch (5/8”) in diameter and twenty-four inches (24”) long. Points shall
be plainly and permanently marked upon monuments so that measurements may be taken
to them to one-tenth (0.1) of a foot. All lot corners shall be marked with monuments
meeting the requirements of the Idaho Code, consisting of iron or steel rods, not less than
one-half inch (1/2”) in diameter and twenty-four inches (24”) long. These points shall be
marked prior to final acceptance by the City of the Public Improvements in the
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 277
Development. No Plat showing a plus or minus distance will be accepted unless agreed to
by the City Engineer. The survey for any Plat shall be conducted in such a manner as to
produce an unadjusted mathematical error of closure of each area bounded by property
lines within the survey of not more than one (1) part in five thousand (5,000).
(B) All bearings shall conform to the 2004 Idaho Falls datum. All points requiring monuments
shall, if directed by the City Engineer, have coordinates based on the State plane coordinate
system shown on the Plat. A definite tie between not less than two prominent points shall
be shown between the exterior boundary of the subdivision and the section corner and
quarter corner system as established by the United States Government and supplemented
by the City and Bonneville County, and shall be indicated by bearing and distance and
coordinates if directed by the City Engineer.
(C) The Final Plat shall be submitted to the City Clerk along with a computation sheet bearing
coordinates on all points, based on the State plane coordinate system, and upon the 2004
Idaho Falls datum.
(Ord. 225-10-18; 10/20/18).
10-1-16: LOT IMPROVEMENTS.
(A) All lots shall be arranged so that each lot meets all qualifications necessary to secure a
building permit.
(B) Lot dimensions shall conform to the minimum standards in the Zoning Ordinance of the
City of Iona. All lots shall have at least 85 feet of frontage upon a dedicated street.
Frontage for lots located on a cul-de-sac shall be measured at the front set-back line.
(C) No Plat shall be approved where the area between the property line of any unplatted
property owned by the Owner and any other property owned by another, is of insufficient
size or is of an irregular configuration such that the area cannot reasonably be used to
develop lots that will conform to the provisions of this Iona Subdivision Ordinance and the
Zoning Ordinance of the City of Iona.
(D) All lots shall have full frontage on, and access to, a Street or shall have access to a Street
through a private access road approved in accordance with the provisions of Section 11-
11-26 of this Code.
(E) Adequate provisions shall be made for soil preservation, drainage patterns, and debris and
waste disposal and collection.
(F) Side lines of lots shall be at, or near, right angles or radial to the street lines. All corner
lots shall have a minimum radius of 20 feet on the property line.
(G) All property within the Development shall be included within a lot or an area dedicated for
public use.
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 278
(H) All residentially zoned corner lots shall be a minimum of 10 percent larger in area than the
average area of all similarly zoned lots in the Plat or Development under consideration,
unless such average lot area is greater than 25,000 square feet. If less than 10 lots are
shown in the subdivision or plat under consideration, then the City Engineer may use other
Plats or Developments within the surrounding area to calculate the average area of all
similarly zoned lots within the vicinity of the property under consideration.
(Ord. 225-10-18; 10/20/18).
10-1-17: REQUIREMENTS FOR PUBLIC WAYS.
(A) All Public Ways within the Development shall be dedicated for public use.
(B) Alignment.
(1) All major Streets in the Development must conform to the major street plan of the
City, as may be adopted by the City or as set forth in the Comprehensive Plan.
(2) The alignment and width of previously platted Public Ways shall be preserved
unless topographical conditions or existing buildings or structures require
otherwise.
(3) Public Ways shall be laid out so as to intersect as nearly as possible at right angles
and no street shall intersect any other street at less than 80º or greater than 100º.
Notwithstanding the foregoing, the City Engineer may allow an angle of
intersection less than 80º or greater than 100º for a Public Way if circumstances so
warrant.
(4) All permanent dead-end streets shall be cul-de-sacs that are not longer than 400 feet
and are be provided at the closed end with a turn-around having a street property
line diameter of at least 90 feet. Streets that temporarily dead-end may be permitted
with a distance of greater than 400 feet in length, provided the Developer files or
has already filed a Preliminary Plat of an adjoining Development depicting a
through Street connecting to such temporary dead-end street that is not a dead-end
street, and provided further the Council may order the Developer to file a Final Plat
for such Preliminary Plat, at any time at the expiration of three years after the date
the Plat showing the temporary dead-end street was approved.
(5) Public Ways in new Developments shall continue the alignment of existing Public
Ways in adjoining Developments, or their proper projections when adjoining
property is not subdivided. All Rights-of-Way (Streets, Alleys, utility lines, etc.)
shall be arranged in a manner that will, insofar as possible, facilitate convenient
extension and connection thereof to future Public Ways that may be developed by
the owners of adjoining property.
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 279
(6) In determining the appropriate angle of intersection of two or more Public Ways or
other issues with regard to the alignment of Public Ways, the City Engineer may
take into consideration the following factors:
(a) Zoning and land usage of the area in which the street is located.
(b) Anticipated traffic volume and character of traffic use.
(c) Character or function of the street.
(d) Vehicular and pedestrian safety.
(e) Anticipated future growth in the area served by the street.
(f) Population density in the area served by the street.
(C) Width.
(1) The minimum width of all Streets shall be 70 feet. Notwithstanding the foregoing,
the City Engineer may require a wider width for a Street if circumstances so
warrant.
(2) All Alleys shall be at least 20 feet in width. Notwithstanding the foregoing, the
City Engineer may require a wider width for an Alley if circumstances so warrant.
(3) In determining the appropriate width for any Public Way or the appropriate angle
of intersection of two or more Public Ways, the City Engineer may take into
consideration the following factors:
(a) Zoning and land usage of the area in which the street is located.
(b) Anticipated traffic volume and character of traffic use.
(c) Character or function of the street.
(d) Vehicular and pedestrian safety.
(e) Anticipated future growth in the area served by the street.
(f) Population density in the area served by the street.
(4) The dedication of half streets in any Development is prohibited except where
essential to the reasonable development of the Development in conformity with
other requirements of this Iona Subdivision Ordinance and where it will be
practicable to require the dedication of the other half when the adjoining property
is subdivided. Wherever a half street is situated adjacent to a tract to be subdivided,
the other half shall be platted within such tract.
(D) Grading and Hydrologic Considerations.
(1) All Public Ways other than sidewalks shall have a minimum vertical (longitudinal)
grade of 0.4 percent, with the maximum grade being 7 percent for major Streets
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 280
and 10 percent for Alleys or local/minor Streets. Swales in the Development shall
be utilized in a manner that will prevent flooding in the lower elevations of the
Development during rain or snow melt on frozen ground events.
(2) Hydrologic calculations are to be used to demonstrate success of the grading plan.
1.3 inches multiplied by the contributing area will be sufficient to calculate volume
of stormwater to be captured in the swales underground.
(3) Infiltration trenches may be used at periodic low points created with adverse
longitudinal grading in the Public Way profiles to ensure flooding does not occur
at the lower elevations of the Development. Driveways across swales shall be
graded or have culverts installed so as to avoid impeding the flow of surface waters.
(4) Hydrologic design for curb-and-gutter Public Ways may be completed with the use
of accepted engineering principles and the Subdivision Directives.
(E) Construction.
(1) All Streets shall conform to the Standard Specifications for sub-grade, sub-base,
crushed gravel, pavement, asphalt and chip seal, and sidewalk. The construction of
each Street section shall also be in accordance with the methods and procedures set
forth in the Standard Specifications. The street cross section shall be constructed
in accordance with the Subdivision Directives.
(2) All streets and driveway approaches shall be constructed in accordance with the
Standard Specifications for a rural street section. No residential driveway
approach, excluding any transition slope, shall exceed 30 feet in width across any
portion thereof.
(3) Half-circle driveways may be constructed in any residential zone, provided the
inside diameter of such driveway shall be no greater than 50 percent of the length
of the frontage of the lot upon the street on which such accesses are located, or in
the case of a corner lot having driveway accesses upon two streets, then the
combined length of the street frontage encompassed within such driveway exits
shall be no greater than 25 percent of the combined frontage of the lots on both
streets.
(4) All sidewalks throughout the Development shall be five feet wide and constructed
per the standards required by the Americans with Disabilities Act and all rules
and/or regulations associated therewith, including connecting sidewalks through
the drainage swales in each direction at each street corner. Sidewalks must be
placed over the minimum base requirements given in the Standard Specifications.
Sidewalk concrete shall be properly cured by Developer using any method allowed
by the Standard Specifications.
(5) Curbs at street intersections shall be rounded with curves having a minimum radius
of 25 feet.
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 281
(F) Where street lines within a block deflect from each other at any one point more than 10º,
there shall be a connecting curve. The radius of the curve for the inner street line shall be
not less than 700 feet for a major street, 250 feet for a collector or secondary street, and 50
feet for local or minor streets.
(G) Street name signs shall be erected by the developer at the corner of each intersection located
within the Development. Such signs shall conform to the Manual on Uniform Traffic
Control Devices (2009 Edition, including Revision 1 and 2, both dated May 2012), as
published by the United States Federal Highway Administration and most recently
supplemented by the State of Idaho (the “MUTCD”), and the Standard Specifications to
the extent not specified in the MUTCD. Sign posts shall be made of steel square tubing
with the one-piece anchor post per SD(Standard Drawing)-1130 of the Standard
Specifications. Street name signs are to be white lettering on green signage to match
existing City name signs and may be installed on the same sign post as any stop sign.
(Ord. 225-10-18; 10/20/18).
10-1-18: ALLEYS AND EASEMENTS.
(A) The minimum width of any Alley shall be 20 feet. Alleys may be required along the rear
line of business property and in the rear of all lots fronting major Streets.
(B) Where Alleys are not provided, easements of not less than eight feet in width shall be
dedicated on each side of all rear lot lines and six feet on side lot lines, where necessary,
for poles, wires, conduits, storm or sanitary sewers, and gas and water lines. Easements of
greater width may be required along lines across lots or along boundaries where necessary
for surface drainage or for the extension of main sewers or other utilities.
(C) Alley intersections and sharp changes in alignment shall be avoided, but where necessary,
corners shall be of sufficient radius to permit safe vehicular movement.
(D) Dead-end alleys shall be avoided where possible, but if unavoidable, such alleys shall be
provided with adequate turn-around facilities at the dead-end.
(Ord. 225-10-18; 10/20/18).
10-1-19: BLOCKS.
(A) Blocks shall be designed in accordance with sound engineering practices and standards,
taking into consideration such factors as access, circulation, traffic safety and control,
topography, utilities, and service easements.
(B) Residential block lengths shall not exceed 1,300 feet nor be less than 400 feet. The City
Engineer may require dedication and construction of hard-surfaced pedestrian ways, not
less than five feet wide, where necessary, to provide safe and convenient circulation or
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 282
access to school, playgrounds, shopping areas, transportation, or any other community
facilities.
(Ord. 225-10-18; 10/20/18).
10-1-20: FLOOD PLAIN AREAS. The City may prohibit the subdivision of any portion
of land which lies within the flood plain of any body of water as designated by the U.S. Department
of Housing and Urban Development for the public health, safety, and welfare if it is determined
that construction of such Development could create a potential hazard to the health or safety of the
occupants of the Development.
(Ord. 225-10-18; 10/20/18).
10-1-21: DOMESTIC WATER SYSTEM WORKS.
(A) Mainline Pipe. All mainline water pipe shall be AWWA C-900 (DR18) Polyvinyl
Chloride (PVC) bell and spigot pipe with rubber gasket joints. All fittings are to be ductile
iron. All PVC pipe shall be installed per the requirements of the Standard Specifications
and American Water Works Association C-605 Underground Installation of Polyvinyl
Chloride Pressure Pipe for Water. Flexible couplings for use with pipe shall be as specified
in ISPWC.
(B) Pipe Lay and Testing. Developer shall trench, lay, backfill, pressure test, and disinfect
all pipelines in accordance with the Standard Specifications and all applicable American
Water Works Association requirements.
(C) Trace Wire. No. 12 AWG insulated copper wire (the “Wire”) shall be placed over the top
of all mainline pipe, hydrant runs, and service lines from the mainline to each water meter
box. The Wire shall be accessible at the surface at all mainline gate valves and hydrants
and meter boxes.
(D) Hydrants. Hydrants shall be installed as specified in the Standard Specifications and as
required by the City. At each hydrant location, the hydrant shall be centered two feet from
the back of sidewalk within the utility easement and the hydrant valve shall be located in
the Public Way. Each hydrant shall be a Mueller Centurian, Clow Medallion, or Waterous
Pacer. Each hydrant shall be supplied to accommodate a bury depth of six feet and be
painted yellow.
(E) Gate Valves. Mainline resilient seated gate valves as per the Standard Specifications shall
be installed. Any valve larger than a 12-inch valve may be the butterfly type.
(F) Flush Hydrants. Developer shall provide and install flush hydrants, as specified by the
City Engineer, at the end of all permanent and temporary dead-end mainlines. All flush
hydrants shall be placed two feet from the back of the sidewalk, within the utility easement.
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 283
(G) Service Lines. Residential service lines shall be iron pipe size, one-inch diameter, 250 psi
rated polyethylene (“PE”) pipe per American Water Works Association C-901, as specified
in the Standard Specifications. Each service line connection to the mainline shall utilize a
service saddle and corporation stop as per the Standard Specifications for use with PE pipe.
(H) Meters. For each Lot in a Development, the size of the Lot shall determine the required
size of the meter. For each Lot that is less than ½ acre in size, a ¾-inch meter shall be
required. For each Lot that is ½ acre in size or larger, a 1-inch meter shall be required.
(I) Meter Boxes. All meter boxes in the Development shall be 18-inch diameter, 72-inch deep
Mueller Thermal-Coil type meter boxes, or an acceptable equivalent meter box, for use
with the required meter. Each meter box shall be complete with a side locking cast iron
lid, an angle dual check valve, insulation pad, and one-inch lock wing full port ball valve
to be used as a shutoff.
(J) Meter Box Placement. Each water meter box, with meter, shall be centered two feet from
the back of sidewalk within the utility easement in the middle of each lot, while maintaining
a horizontal separation of at least 10 feet from the sewer service line. In all cases where
the meter/meter box assembly is placed on private property, an easement must be provided
with the Final Plat that will allow City access to the meter/meter box assembly.
(K) Meter Box Grading and Initiation of Service. The meter lid is to be set at or within one
inch above finished grade level, which is defined as the same elevation as the back of the
sidewalk in most cases. The City may place a lock in the closed position of each ball valve
after the meter/meter box assembly is installed. Any such lock will remain in place until
the water account has been established with the City and the meter box installation is
approved and accepted by the City.
(L) Backflow Prevention. Backflow prevention devices shall be installed on each Lot served
by the City’s water system, as required by and in accordance with Title 8, Chapter 2 of this
Code (including the specific requirements of Section 8-2-43), and the Idaho Department of
Environmental Quality requirements, including IDAPA 58.01.08. Backflow prevention
devices for residential lawn sprinkler systems shall be approved for use in Idaho.
(M) Pressure Testing and Bacteriological Testing of Water Lines. All materials testing
(frequency, test standards, etc.) shall be in accordance with the Standard Specifications and
conducted by an independent testing firm. Developer’s independent testing firm will report
all test results to the City Public Works Department (in writing, by email to
publicworks@cityofiona.org) on a weekly basis throughout construction. A Professional
Engineer, employed by Developer, shall witness each pressure test segment and monitor
each segment proven bacteriologically safe. Developer and/or Project Engineer shall
notify the City’s Public Works Department (in writing, by email to
publicworks@cityofiona.org) 24 hours in advance of each water pressure test so that a
representative of the City may, at the City’s election, also be present during each test.
(Ord. 225-10-18; 10/20/18).
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 284
10-1-22: WATER AND SEWAGE FACILITIES.
(A) The developer shall design and construct all utility improvements and extensions in a
manner which ensures sufficient sanitary sewage disposal; storm drainage; and water
quality, quantity, and pressure for domestic use and fire protection. All water, sewage, and
storm drainage utility systems shall be designed in accordance with sound engineering
standards and the rules and regulations of the Idaho Department of Environmental Quality.
No construction on such utility systems may be commenced until the City Engineer and
the Idaho Department of Environmental Quality have approved the design of such system
in writing.
(B) Individual sewage systems or treatment plants may be used if such systems are not
otherwise prohibited by this Code and the design thereof is approved by the Idaho
Department of Environmental Quality, the Idaho Department of Health and Welfare, and
the City Engineer. In considering such systems, the City Engineer shall consider:
(1) The size of the Lot seeking to utilize an individual system;
(2) Whether there is a significant distance from sewer line;
(3) The proximity of the system to other water sources, land uses, and Lots; and
(4) Whether connecting to another sewage system is an economical or viable option.
(C) No Plat shall be accepted by the City or recorded unless the plat bears the necessary water
and sanitary certificates required by Idaho Code Sections 50-1326, 50-1334, and 31-3805,
as amended.
(Ord. 225-10-18; 10/20/18).
10-1-23: ELECTRICAL UTILITIES.
(A) All electrical distribution and service lines located outside the original townsite shall be
buried underground.
(B) The Developer of a Development shall depict the location of all street lights on the
Development improvement plans, which shall be approved by the City. After approval of
the Final Plat (including the improvement plans), the City shall coordinate with the
applicable electric utility provider to install, own, and maintain the street lights—utilizing
(as possible and recommended by the applicable electric utility provider) 33-foot wood
poles, LED type bulbs in cobra head lights, mounted on standard metal extension arms—
and other necessary related infrastructure. City shall cooperate with Developer to
coordinate with the applicable electric utility provider regarding the installation of the
street lights at a time appropriate and convenient to Developer’s construction. Developer
shall pay all costs associated with the installation of the street lights and other necessary
TITLE 10 IONA CITY CODE
CHAPTER 1 (Revision: August 21, 2019) Page 285
related infrastructure. Developer shall also pay all costs associated with the ownership,
maintenance, and operation of the street lights by the applicable electric utility provider,
until the City accepts the public improvements on the Development.
(Ord. 225-10-18; 10/20/18).
TAB F
Contact Name: Kurt Roland
Address: 1331 Fremont Ave.
Name: Rockwell Homes
Address: 3539 Briar Creek Lane Ste. E
CITY OF IONA
3548 North Main
P .O . Box 487
Iona, Idaho 83427
Application for Final Plat
Legal Description: See attached document, also on final plat
Current Zone: R-1
Com rehensive Land Ma Use: Residential 1
Project Name: Freedom Field
Estates Division No. 2
I :xisting Propert,;-Use
AGRICULTURE
Proposed Propert,;-Use
Residential
Signature or /\pplicant(s)
/
Phone: (208)523 -5600
Fax: (208) 535-0087
Phone:208-542-2665
Fax: 208-522-2664
Pro osed Zone: R-1
Total Area Acres : 44 .217
T) pe of Development
Number of Lots Proposed Zoning Net Density
(Re s idential)
Single Famil y 60 Residential 1 1.35 UNITS/ACRE
Multi Family
Common Areas 3
Office/Medical
Commercial
Industrial
*Other
*Describe if "Other":
Trip Generation
Based upon the Trip Generation Manual , by the Institute of Transportation Engineers, calculate the anticipated
PM peak hour trips generated by the proposed plat. (If the anticipated trips exceed 100 PM peak hour trips a
traffic stud y may be required , if the anticipated trips exceed 200 PM peak hour trips a traffic study is
. d)
Neighborhood Meeting
Will a neighborhood meeting be held prior to the Planning Commission Meeting? If yes , where and when:
Final Plat Checklist
Applicant Staff
Affidavit of Le al Interest X
Current Vicinit Ma X
One (1) 8 ½ " x 11 " Reduction of Final Plat X
Co of Plat X
Traffic Stud NA
Digital File of Plat in .dxf or .dwg format
• Proposed Name of Subdivision
• Legal Description
• Name, Address, and Phone Number of Dev eloper
• Name, Address, and Phone Number of Engineering Firm
• North Point, Scale 1 "= 100" and Date
" V i c i n i t y M a p S h o w i n g S u r r o u n d i n g A r e a W i t h i n O n e - H a l f ( � ) M i l e
" B o u n d a r y L i n e o f T r a c t t o b e S u b d i v i d e d t o S c a l e
" E x i s t i n g a n d P r o p o s e d L a n d U s e
" Z o n i n g o f P r o p o s e d S u b d i v i s i o n a n d A d j a c e n t L a n d
" C o n t o u r L i n e s , i f R e q u i r e d b y t h e C i t y E n g i n e e r
" S i t e s P r o p o s e d f o r P u b l i c ( P a r k s , S c h o o l s , R e c r e a t i o n , e t c . )
" S i t e s P r o p o s e d f o r C o m m o n A r e a s
" A l l P r o p o s e d o r E x i s t i n g U t i l i t i e s
" P r o p o s e d S t r e e t s a n d A l l e y s , I n c l u d i n g W i d t h s a n d S t r e e t N a m e s
" T y p i c a l s t r e e t S e c t i o n
" F e a t u r e s S u c h a s R a i l r o a d L i n e s , C a n a l s , D i t c h e s , S t r u c t u r e s e t c .
" E x i s t i n g a n d P r o p o s e d E a s e m e n t s
" L o t L i n e s a n d B l o c k s S h o w i n g T y p i c a l D i m e n s i o n s
T h i s a p p l i c a t i o n w i l l b e r e f e r r e d t o t h e I o n a P l a n n i n g a n d Z o n i n g C o m m i s s i o n f o r a r e c o m m e n d a t i o n o n t h e r e q u e s t e d z o n i n g .
T h e P l a n n i n g a n d Z o n i n g C o m m i s s i o n s h a l l h o l d a p u b l i c h e a r i n g a n d w i l l t h e n m a k e i t s r e c o m m e n d a t i o n t o t h e C i t y C o u n c i l .
T h e C i t y C o u n c i l w i l l t h e n h o l d a s e c o n d p u b l i c h e a r i n g . N o t i c e o f t h e p u b l i c h e a r i n g s m u s t b e p u b l i s h e d 1 5 d a y s p r i o r t o s a i d
h e a r i n g s . N o t i c e s h a l l a l s o b e p o s t e d o n t h e p r e m i s e s o f t h e s u b j e c t p r o p e r t y n o t l e s s t h a n 1 w e e k p r i o r t o t h e h e a r i n g s . N o t i c e s
w i l l a l s o b e m a i l e d t o p r o p e r t y o w n e r s o r p u r c h a s e r s o f r e c o r d w i t h i n 3 0 0 f e e t o f t h e s u b j e c t p r o p e r t y . Y o u w i l l b e g i v e n n o t i c e o f
t h e p u b l i c h e a r i n g s a n d m u s t b e p r e s e n t t o a n s w e r a n y q u e s t i o n s .
A P P L I C A T I O N A C C E P T E D B Y : D A T E :
D A T E :
P & Z M E E T I N G : C O U N C I L M E
R E C O M M E N D F O R P P R
Y E S : N O :
A D D I T I O N A L S H E E T S M A Y B E U S E D A S N E E D E D
M A Y O R S I G N A T U R E D A T E
C I T Y C L E R K S I G N A T U R E D A T E
VICINITY MAPPROJECTLOCATIONE 41 N (RUSTHON RD)E 49 NR
I
R
I
E
HW
Y
AMMON RD
IONA RDN 55 E
N 45 E
OLSEN AVE
MAIN AVE
WESN
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
350 North 2nd East • Rexburg, Idaho 83440 • 208.356.9201 • Forsgren.com
November 6, 2019
City of Iona
Attention: Mayor Dan Gubler
3548 N Main Street
Iona, ID 83427
Subject: Plat, Annexation and Zoning Review for Freedom Field Estates Division No. 2
Dear Mayor Gubler:
City Code of Iona Title 10 Chapter 1 requires all requests for plat approval to be submitted with a completed
application. The following table summarizes the requirements for a completed application for a final plat,
starting with the requirements of a preliminary plat:
No. Preliminary Plat Checklist
1 Completed Application for Preliminary Plat X
2 Affidavit of Legal Interest X
3 Current Vicinity Map X
4 One (1) 8 ½ x 11 Reduction of Preliminary Plat X
5 Copy of Plat X
6 Traffic Study (if required) NA
7 Digital File of Plat in .dxf or .dwg format X
Information Required on Preliminary Plat
8 Proposed Name of Subdivision X
9 Legal Description X
10 Name, Address, and Phone Number of Developer X
11 Name, Address, and Phone Number of Engineering Firm X
12 Vicinity Map Showing Surrounding Area Within One-Half (1/2) Mile X
13 Boundary Line of Tract to be Subdivided to Scale X
14 Existing and Proposed Land Use X
15 Zoning of Proposed Subdivision and Adjacent Land X
16 Contour Lines, if Required by City Engineer X
17 Sites Proposed for Public (Parks, Schools, Recreation, etc.) NA
18 Sites Proposed for Common Areas NA
19 All Proposed and Existing Utilities X
20 Proposed Streets and Alleys, Including Widths and Street Names X
21 Typical Street Section X
22 Features Such as Railroad Lines, Canals, Ditches, Structures, etc. X
23 Existing and Proposed Easements Corrective
Action
Required
24 Lot Lines and Blocks Showing Typical Dimensions X
Additional Information Required on Final Plat
25 Completed Application for Final Plat X
26 Proof of Current Ownership X
page 2
27 Development Street and Utility Improvement Drawings X
28 Copy of the Proposed Subdivision Agreement X
29 Copies of Easements or other Covenants that Run with the Land X
30 Proof of Payment of City Fees X
31 Any other maps, data or information as requested by the City Engineer NA
I have reviewed the plat on behalf of the City of Iona for Freedom Field Estates Division No. 2, proposing
to subdivide the existing 44.217-ac parcel (zoned R-1) into 60 residential lots (zoned R-1). The following
actions are required in order for the plat to be approved.
REQUIRED ACTIONS:
23) Per redlines on Final Plat, please address the break in the easement at each of the two entrances to
the subdivision off of 49th N. It appears that the easement may need to be carried through the open
space to the road ROW in order to facilitate utilities coming in from 49th N to the subdivision.
Identify if proposed roads are public or private.
ADDITIONAL CORECTIVE ACTIONS REQUIRED:
Per City Code of Iona Title 10-1-16.B, all lots shall have at least 85-ft of frontage upon a dedicated
street. Frontage for lots located on a cul-de-sac shall be measured at the front setback line (see
Title 11-4-5.A). Show that following lots have the minimum 85-ft frontage as measured from the
front setback line.
o Block 4 Lots 21, 26 & 35
o Block 5 Lots 23, 27 & 35
Per Idaho Code Title 15-19 and Title 50-13-K, please provide a narrative on the Final Plat as
redlined on Sheet 2 of 2.
Where property corners are indicated on the map, please note the cap type (if any) as the legend
describes. See redline on Sheet 1 of 2.
Per City Code of Iona Title 10-1-22.C, no plat shall be accepted by the City or recorded unless the
plat bears the necessary water and sewer certificates required by Idaho Code.
The detailed improvement plans outlining the design of the proposed subdivision show individual water
and sewer connections to each lot as required. Furthermore, computations for stormwater have been
provided and it appears adequate storage in roadside swales within the property will be provided. Note that
the sewer service for the City of Iona is provided by Iona-Bonneville Water District. Therefore, the
developer must obtain improvement plan approval from them prior to final approval from the City.
Furthermore, water and sewer improvements must be approved by IDEQ prior to construction.
page 3
If you have any questions or would like clarification regarding my comments, please do not hesitate to
contact me at dnoel@forsgren.com or at (208) 356-9201.
Sincerely,
Dave Noel, P.E.
Forsgren Associates Inc.
IV1211i(1WEV11 VIO' 728a312
1'51/1" In8E" B W
CEV1 COK OE ZEC 7
/ti
W
/ f°
O
S✓
f
ar;
f
d
cQv��
N im'i 0
cp
W S
CC S
s r"
7
e�
2Y
00
d
b' O' B'
5
0
0
ti
m
V
N
>v
00
N
4
4
Oj
rt1
■
72
520.3a,
BfOC K 2
PLO O'ea0 VCKE2
<'? .�
0215 b►CKE2
53
VI8a° 38, 51„M
0
0
0
■
745'ea,
0'218 b'CKE2
5�t
VISA° 38, 54„M
55
�-1
00
CD
CO
V
C53-
w"a£ Is °002
Bf0C K2
7e
a 155'00,
0'233 VCKE2
57
70'4'35,
ti
CZ,
0
4
00
w"aE 'IS °002
7�
78
W9.11 ANIW I.VT 1.16A .
VI8
750.00,
0'252 VCKE2
50
150'00,
Q,
a
4
w"aE'IS °002
732'00,
O'28e VCKE2
7a
r72, b'n'E'
vs I44
Icy
ti
O ru
00
W
O
(✓1
m.
w
0
QJ
00
4
N O'208 VCI1E2
7e4.70,
0208 VCKE2
52
ma. 38, 54„M
I�
w
rt,
id°
rene.
°° se
084° 73.13„N1
733'34,
Nv 0'253 VaiE2
v
r0
rt/
4
V
0
�-i
4
O
ai
ry
■
0'700 VCKE2
51 ,
,5fb, /,
, 0237 ValE2
58
31'51,
0
� N
m 0
S
- N
�-1
5
N
E-
m
m
w
(t?
4.
w
w
0
0
cep,
ti
ro
ti
0
77e'18,
0'2e2 VOESE2
7
■
28a° 38. 5I„E Ie5 33,
ti
00
ti
ni
0
73e.1s,
0282 VCKE2
e
6s\
a4) 7 re-1E,
72'00,
1,137° 5/, 51„M
534' 51,
C37 '
C35
575'Oe,
0'e23 dcKE2
0'283 VCKE2
3�
ObEVI 2bVCE rol
71e'e3,
28ao 71, 07„M7
32
2'00,
y
w
00
06
52'00, 38
ti
0
\ o
72e'7O, 58'S8,
212015, 2a„E
570'03,
YAW 2AAJJ32
IV allr1WEV11 AU 131280
1'51/1" 13.38E" B.W.
V1 COK OE ?EC 7
3"aE 'IS °0011
w"aE'IS °002
■
00
�-1
0
■
150'00,
0'200 ` aziE2
5
750-00,
■
32'00
772'Od, 5b �cbs
N
tit
N
4
00
7e
38, 51„M 7107'57,
2'00� T32.33,
Nivtrf
w"aE'ts °002
�I
V
0
4.
o
1
0281 VCKE2
71
O
4
00
72
w"aE 'is °002
T50.00,
0.2a,t VCKE2
78
772'33,11_1 750'00,
10'00,
�'c� �� Mlfflt/W2 MVA
rr,).
ry
0
w"aE 'IS °002
w"aE its °002
■
28a° 38, 5d1„E
BrOC K s
0200 VCKE2
2
150'00,
CO
O
112'22,
- 12, b'n'E'
0'2eo dcKE2
3
w"aE'IS °002
■
28a° 38, 5t„E 485.33,
732'22,
■
,y
rD
02e0 VCKE2 rt.;
77222,
G� as"aS,
027e VCKE2
4 5a
W
00
■ ■
w"aE'tS °002
75/.57,
735'33.
0'250 VCKE2
3st
81'40,
00
�-t
ri,
w"aE'IS °002
750'00,
0200 VCKE2
30
T50.00,
CO
R1
28ao 38, 5,t„E 754'00,
w"aE'IS °002
BrOC K 2
0'20,1VCKE2
33
754'05,
w"aE'IS °002
w"aE its °002
77d'e1,
0'221 VCKE2
V18a° 71, 07„E 443'18,
ti
0 221 VCKE2
00
w
7
2'00,
7V520,
3"e2 'SA °002
75120,
0203 t/CK E2
5
T51'20,
ObEVI 2bVCE f01
37
734.21,
0'220 VCKE2
35
7771'37,
ti
v
41
C6
w
3"e2 'Si, °002
s
ro
9.
1.13
3VA FI3a1/1IW
w"aE'IS °002
S4
w"aE'ts °002
rq, 750'33,
til
m
0
03
0'21a VCKE2
7
140.33,
■
i
28a° 20, ,ta„E
'^) 0287 VC8E2
rO
d'p -
J� d) T50.33,
R�
7,4:(7 4.�,`b730'33,
w"aE'ts °002
■
w"aE'IS °002
CO
�-1
rU
a
BrOC K d
7�
�-d
C,
O
44
w"a£ 'IS 3002
750'00,
BrOC K
0'281 VCKE2
7a
72, b'n'E'
750'00,
288° 38, 54„E 23210,
7yrat
0250 VCKE2
5
0.5
N
i
❑■
�-I
a
4
CO
w"a E 'is °002
780'00,
73
754'33,
0251 VCKE2 N
21'0e,
0'2ea VCKE2
3
500'00,
50
y�
BrOC K e
015
754'S8, o
0
d
ti
00
ti
■
0'27e VCKE2
e
753'e3,
0
N
28a° 38, 34„E
0'27a VCKE2
500'00,
•-1
O
ti
0
■
W
co
0
N
rV
0
O
28a° 38, 54„E
0'2ea VCKE2
72, b'n'E' � 2
780'00,
4
10'00,
Dmom DIME
•
▪ O'e57 VCKE2
N
O
30
720'33.
28a° 38, 5,1„E 233'83.
00
N
0
w"aE'IS °002
750'00,
0200 VCKE2
- i- 32'00,
32'00,
2
T72'15,
z
f °
ieI
tit
N
N
T32.33,
0'2e2 VCKE2 4
ro
T51'20,
0'203 VCKE2
3
751'20,
ti
V
ti
00
+N
3 "e2 ' SA °002
■
37
\Arm its °002
5a
■
e
w"aE 't S °002
T50.00,
0'200 VCKE2
58
00
fU
0
w"aE Is °002
750'00, ■ ® 750'00, ■
750'00, 28a° 38, 5/„E 750'00, • 150.00,
4
a,
a?�
I
w"aE'IS °002
_\ po,
OAOFI 99AJD
'00.EE4 3"tt 'e0 °OW
0'200 VCKE2
133.48,
75
ro
11.1
ro
0'251 VCKE2
se
32
ro
0'275 VCKE2 ro
35
T50.03,
:a.
w"a E 't S °002
2W 11H DWAE
751'20,
■
BrOC K 8
0'203 VCKE2
131'20,
V
�-1
CO
w
3"e2 'S4'002
■
10'00,
131'20,
0'203 VCKE2
2
751' 20,
a55'a3, 883'33, 8 0'250 VCKE2
BfOC K
0'218 VCKE2
33
00
0,
a
w"aE 'LS °002
t0
0272 VCKE2
ti
31.
750'05,--1-TTI0,
1,18a° 71, 07„E 2da'72,
3"e2 'SA °002
■
75.120.
•
3"e2'SP °002
w"aE'is °002
s33.aa, „5%%*
(MOH VIOTVIAOHT
•
0250 VCKE2
288. II, OT„M7
OEEICE2 VI:
VbbliOAED BA:
DISVM1,1 BA:
Faro' Niave
TACIMEEKITAC
verE KocK
\aK..0\gAM. U_%1\\CI (?4 7117/.
COLl OE ?EC T
IrAU1/4 ICSOMINVIVE. MIMS ViZI
1.1.CMAT V.Ve Nintl:' \VW`
/1\1\1\li
NINAVe.. \AMA_ Uc. 1%.1.1\S \NW
XIMA"?..WAIst \in*
\MUMMA kAii.\\
FREEDOM F/ELD ESTATES
DIVIS/ON NO. 2
BE/NG PART OF THE S I/2 OF THE SW I/4 OF THE NE I/4
OF SECT/ON1, T.2N., R.38E., RM., C/TYOF/ONsI, BONNEU/LLECOUNTY, /D
FLOOD PLA/NNOTE
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER
1600270070D THIS SUBDIVISION IS NOT IN THE 100-YEAR FLOOD PLAIN.
/RR/GAT/ON WATER R/GHTS D/SCL OSURE
THE PROPERTY INCLUDED IN THIS PLAT HAS PETITIONED FOR EXCLUSION FROM AND
RECEIVED AN ORDER OF EXCLUSION FROM PROGRESSIVE IRRIGATION.
DATE: INSTRUMENT No.
HEALTH DEPARTMENT CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN
SATISFIED BASED ON THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) APPROVAL OF THE
DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR
CONTINUED SATISFACTION OF THE 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 SINCE BEEN CONSTRUCTED OR IF THE
DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO
CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEQ, THEN SANITARY RESTRICTIONS
MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF
A CERTIFICATE OF DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER
REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED.
EASTERN IDAHO PUBLIC HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH SPECIALIST DATE:
OWNERSDED/CAT/ON
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED ARE THE LAWFUL OWNERS OF
THE TRACT OF LAND INCLUDED IN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAVE
CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCKS, LOTS, STREETS AND EASEMENTS,
TO BE HEREAFTER KNOWN AS FREEDOM FIELD ESTATES DIVISION NO. 2, CITY OF IONA,
BONNEVILLE COUNTY, IDAHO.
BE IT FURTHER KNOWN THAT WE DO HEREBY DEDICATE TO THE PUBLIC ALL STREETS, ALLEYS,
AND RIGHT-OF-WAYS SHOWN HEREON, THAT WE ALSO GRANT AND CONVEY TO THE PUBLIC ALL
PUBLIC UTILITY EASEMENTS SHOWN HEREON AND THAT WE HEREBY WARRANT AND SHALL
DEFEND THE ESTATE SUBJECT TO SUCH DEDICATION AND CONVEYANCES IN THE QUIET AND
PEACEFUL POSSESSION OF THE PUBLIC AGAINST SAID OWNERS AND THEIR HEIRS AND ASSIGNS,
AND AGAINST EVERY PERSON WHOMSOEVER WHO LAWFULLY HOLDS OR WHO LATER CLAIMS TO
HAVE LAWFULLY HELD ANY RIGHTS IN SAID ESTATE AS OF THE DATE HEREOF.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS THIS DAY OF
2019.
ROCKWELL HOMES, INC.
GREG HANSEN, VICE PRESIDENT
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF BONNEVILLE
ON THIS DAY OF ,2019 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC
IN AND FOR SAID STATE, PERSONALLY APPEARED GREG HANSEN KNOWN OR IDENTIFIED TO ME
TO BE VICE PRESIDENT OF ROCKWELL HOMES, INC., SUBSCRIBED TO THE ATTACHED OWNER'S
CERTIFICATE AND UTILITIES CERTIFICATE, AND ACKNOWLEDGED TO ME THEY EXECUTED THE
SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE
DAY AND YEAR FIRST ABOVE WRITTEN.
NOTARY PUBLIC FOR THE STATE OF IDAHO COMMISSION EXPIRATION DATE:
RESIDING IN BONNEVILLE COUNTY, IDAHO
NOTES
1. A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS HEREBY RESERVED WITHIN EACH LOT ALONG ALL
ROAD FRONTAGES. THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR
PUBLIC UTILITIES OR FOR ANY OTHER USES AS DESIGNATED ON THE PLAT.
2. ALL BUILDINGS AND SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE
COMPLIANT WITH THE APPLICABLE CITY OF IONA ZONING REGULATIONS.
3. THE CITY OF IONA WILL NOT MAINTAIN ROADS UNTIL CONSTRUCTED TO CITY OF IONA STANDARDS
AS SET FORTH IN THE ANNEXATION AGREEMENT FOR FREEDOM FIELD ESTATES AND OFFICIALLY
ACCEPTED. DRAINAGE SWALES (GUTTERS), PRIVATE DRIVEWAYS AND SIDEWALKS WILL BE
CONSTRUCTED AND MAINTAINED BY THE PROPERTY OWNER WITH THE CORRECT CROSS-SECTION AS
ILLUSTRATED ON THE APPROVED STREET SECTION DRAWING ATTACHED AS A SPECIAL CONDITION TO
THE ANNEXATION AGREEMENT.
4. THE CITY OF IONA REQUIRES A PERMIT FOR ANY CONSTRUCTION IN THE PUBLIC ROAD
RIGHT-OF-WAY OTHER THAN THE INITIAL CONSTRUCTION OF THE UTILITIES, ROADS, SIDEWALKS AND
APPROACHES.
5. CORNER SIDEWALK TREATMENTS IN EACH DIRECTION AT EACH INTERSECTION CORNER ARE
REQUIRED TO BE CONSTRUCTED PER THE DETAILS ON THE CITY APPROVED IMPROVEMENT PLANS.
6. NO DIRECT ACCESS TO LOTS FROM E.49TH N.
7. LOT 38 BLOCK 4, LOT 38 BLOCK 5, AND LOT 8 BLOCK 8 ARE UNBUILDABLE LOTS AND RESERVED AS
OPEN SPACE/LANDSCAPE LOTS.
--y
'(ttl l; 617i G4-4'11ig 6 � 0 )
UT/L /T/ES CER T/F/CA TE
PURSUANT TO I.C. § 50-1334, ALL OF THE LOTS DEPICTED ON THIS PLAT ARE ELIGIBLE TO AND WILL RECEIVE WATER
FROM THE CITY OF IONA MUNICIPAL WATER SYSTEM. THE OWNER OF THE PROPERTY INCLUDED IN THIS PLAT
HEREBY CERTIFIES THAT THE CITY OF IONA HAS AGREED IN WRITING TO PROVIDE THIS WATER TO THE PROPERTY.
THE PROPERTY INCLUDED IN THIS PLAT WILL HAVE SEWER SERVICE FROM THE IONA BONNEVILLE SEWER DISTRICT.
THE OWNER OF THE PROPERTY INCLUDED IN THIS PLAT HEREBY CERTIFIES THAT THE DISTRICT HAS AGREED IN
WRITING TO PROVIDE SEWER SERVICE TO THE PROPERTY.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS THIS DAY OF , 2019.
ROCKWELL HOMES, INC.
GREG HANSEN, VICE PRESIDENT
C/TYACCEPTANCE
THE FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF IONA,
IDAHO BY RESOLUTION ADOPTED THIS DAY OF , 201 .
ACCEPTANCE - MAYOR ATTEST- CITY CLERK
EXAM/N/NG SURVEYORS CERTIFICATE
I CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO AND THAT I HAVE
EXAMINED THIS PLAT AND FIND THAT IT COMPLIES WITH I.C. § 50-1305.
DATE:
BONNEVILLE COUNTY SURVEYOR, SHANE REMER P.L.S. NO.12222
SURVEYORS CERT/F/CATE
I, KURTIS J. ROLAND, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF IDAHO DO HEREBY CERTIFY THAT THE SURVEY OF THIS
SUBDIVISION DESIGNATED AS FREEDOM FIELD ESTATES DIVISION NO. 2
WAS MADE UNDER MY DIRECTION, AND THAT SAID SUBDIVISION IS
TRULY AND CORRECTLY STAKED AS PROVIDED BY LAW AND IN
ACCORDANCE WITH THE ACCOMPANYING PLAT AS DESCRIBED HEREON.
1STER�
9369
'(7/4' OF FsY�P,S9
4)7. J. Q/'
Curve Table
Curve #
Length
Radius
Delta
Chord
Bearing
Chord
Length
Cl
5.48
45.00
6°58'25"
NO2°46'14"E
5.47
C2
26.23
45.00
33°23'38"
N22°57'15"E
25.86
C3
87.26
60.00
83°19'33"
S02°00'42"E
79.77
C4
66.11
60.00
63°07'45°
S75°14'21"E
62.82
C5
25.43
60.00
24°16'49"
N61°03'22"E
25.24
C6
31.70
45.00
40°22'03"
S69°05'59"W
31.05
C7
31.70
45.00
40°22'03"
N70°31'57"W
31.05
C8
22.10
60.00
21°06'14"
560°54'03"E
21.98
C9
72.08
60.00
68°50'00"
N74°07'50"E
67.82
C10
84.61
60.00
80°47'53"
N00°41'06"W
77.77
C11
31.70
45.00
40°22'03"
S20°54'01"E
31.05
C12
31.70
45.00
40°22'03"
N70°10'35"E
31.05
C13
56.37
60.00
53°49'59"
S76°54'33"W
54.32
C14
62.83
60.00
60°00'00"
N46°10'28"W
60.00
C15
59.37
60.00
56°41'42"
N12°10'23"E
56.98
C16
31.70
45.00
40°22'03"
S20°20'12"W
31.05
C17
31.70
45.00
40°22'03"
S20°01'51"E
31.05
C18
64.51
60.00
61°36'21"
N09°24'42"W
61.45
C19
72.97
60.00
69°40'39"
N56°13'48"E
68.55
C20
41.53
60.00
39°39'32"
S69°06'07"E
40.71
C21
31.70
45.00
40°22'03"
N69°27'22"W
31.05
C22
18.16
45.00
23°07'41"
S78°47'46"W
18.04
C23
13.54
45.00
17°14'23"
558°36'44"W
13.49
C24
86.54
60.00
82°38'26"
S88°41'14"E
79.23
C25
69.80
60.00
66°39'27"
S14°02'17"E
65.93
C26
22.45
60.00
21°26'14"
S30°00'33"W
22.32
C27
31.70
45.00
40°22'03"
N20°32'38"E
31.05
C28
36.62
45.00
46°37'51"
N22°57'19"W
35.62
C29
32.34
60.00
30°52'46"
S30°49'52"E
31.95
C30
73.99
60.00
70°39'21"
519°56'12"W
69.39
C31
89.29
60.00
85°16'13"
N82°06'01"W
81.28
C32
13.75
45.00
17°30'25"
S48°13'07"E
13.70
C33
25.66
45.00
32°40'05"
S73°18'21"E
25.31
SHEET2 OF
t+ ,
as
iAGLE ROCK
NGINEERING
CIVIL() PLANNING o SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (298) 359-2665
OFFICES AT:
310 N 2nd East, Suite 153
Rexburg, Idaho 83440
1331 Fremont Ave.
Idaho Falls, Idaho 83402
DESIGNED BY:
ADAM SNARR
DRAWN BY:
JULIE LEHMANN
APPROVED BY:
KURT J. ROLAND
PROJECT NO.
19021
SCALE:
DATE:
SEPTEMBER 3, 2019
REVISION:
CAD NAME: FREEDOM FIELD ESTATES #2 FINAL PLAT.DWG
PROJECT
LOCATION
E 41 N (RUSTHON RD)
E 49 NRIRIE HWY
AMMON RDIONA RD N 55 EN 45 EOLSEN AVEMAIN AVEIDAHO
FALLS
REXBURG
BLACKFOOT
POCATELLO
TWIN FALLS
SUN VALLEY
CASCADE
McCALL
BOISE
MOSCOW
COUER d'
ALENE
RUPERT
SALMON
FREEDOM FIELD ESTATES
DIVISION No.2
City of Iona, Bonneville County, Idaho
PROJECT NO. 19021
SEPTEMBER 2019
Designed By:
Construction Plans for:
EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
PROJECT
LOCATION
NOTES
1.The address shall be posted and maintained on every job site prior to and during
construction.
NO ADDRESS = NO INSPECTION.
2.A site plan including completed City review block shall be on the job site at all times
during the construction.
3.All work under the City of Iona jurisdiction in these plans shall be in accordance with
the current 2017 ISPWC STANDARD DRAWINGS AND SPECIFICATIONS and SPECIAL
CONDITIONS OF THE ANNEXATION AGREEMENT.
4.Notification of construction within a Public Right-of-Way or easement must be
provided to the Public Works Director at least twenty-four (24) hours prior to any
construction activities. A R.O.W. permit will be required on existing streets.
5.Pouring concrete within the Public Right-of-Way requires the inspection and approval
of the City Engineering Department. The department shall be notified at least four (4)
hours prior to pouring.
6.All driveway approaches shall be concrete and meet the requirements of 2017 ISPWC
STANDARD DRAWINGS AND SPECIFICATIONS
7.Replacement of all sidewalk, curb, and gutter that does not meet City standards shall
take place before final Certificate of Occupancy will be issued.
8.The City of Iona requires developer to coordinate approval of site plan information
with other appropriate utility entities, as required by service areas. Information
about water and/or sewer is critical to establishing boundaries.
9.Fiber Duct shall comply with current 2017 ISPWC STANDARD DRAWINGS AND
SPECIFICATIONS and shall be shown, referenced, or otherwise provided for before
building permits are issued.
111
SEE FINAL PLAT OF FREEDOM FIELD ESTATES, DIV 2. - A PART OF THE SOUTHEAST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 2 NORTH, RANGE 38 EAST OF THE BOISE-MERIDIAN,
CITY OF IONA, BONNEVILLE COUNTY IDAHO
16410
9-20-19
DESIGNED BY:DRAWN BY:PROJECT NO.APPROVED BY:CAD NAME:REVISION:DATE:SCALE:KURT ROLAND19021PAUL SNARRCOVER & NOTES.DWGSEPTEMBER 17, 2019NO SCALEDESCRIPTIONDATEREVISIONS123456FREEDOM FIELD ESTATES DIVISION 2INDEX, ABBREVIATIONS & GENERAL NOTESPREPARED FOR:ROCKWELL HOMES, INCSHEET NO.2G-1SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.CITY OF IONA
PUBLIC WORKS DIRECTOR ZECH PROUSE (208) 716-0836
ENGINEER
WATER CITY OF IONA (208) 523-5600
SEWER IONA-BONNEVILLE SEWER DISTRICT (208) 524-4545
DEQ WILLIAM TEUSCHER (208) 528-2650
GAS INTERMOUNTAIN GAS (208) 542-6600
POWER ROCKY MOUNTAIN POWER (208) 522-0570
DIGLINE (CALL BEFORE YOU DIG)(800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER PAUL SNARR (208) 542-2665
PROJECT MANAGER KURT ROLAND (208) 757-7625
COVER VICINITY MAP, LOCATION MAP, JURISDICTIONAL INFORMATION & NOTES
G-1 INDEX, ABBREVIATIONS & GENERAL NOTES
C-1 OVERALL SITE PLAN
PP-1 DUTSON DRIVE STA. 0+00 - 11+00 PLAN & PROFILE
PP-2 DUTSON DRIVE STA. 11+00 - 12+81 & DEMOTT STREET PLAN & PROFILE
PP-3 OLSEN AVENUE PLAN & PROFILE
PP-4 BALL CIRCLE PLAN & PROFILE
PP-5 MAIN STREET PLAN & PROFILE
PP-6 WINDER WAY PLAN & PROFILE
PP-7 WINDER WAY AND 70' PUE PLAN & PROFILE
PP-8 70' PUE PLAN & PROFILE
D-1 DETAILS
DIA DIAMETER
ELEV ELEVATION
HORZ HORIZONTAL
INV INVERT
MAX MAXIMUM
MIN MINIMUM
OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATOR
PVC POLYVINYL CHLORIDE
REQ'D REQUIRED
STA STATIONING
TYP TYPICAL
VERT VERTICAL
FW FACE OF WALK
CB CATCH BASIN
TBC TOP BACK OF CURB
LF LINEAR FEET
CONC CONCRETE
EO EDGE OF OIL
FL FLOW LINE
SD STORM DRAIN
SDFD STORM DRAIN FRENCH DRAIN
VG VALLEY GUTTER
X EXISTING
XG EXISTING GROUND
CB CATCH BASIN
MH MANHOLE
SS SANITARY SEWER
TBC TOP BACK OF CURB
XG EXISTING GROUND
ABBREVIATIONS
PROJECT CONTACTSGENERAL NOTES:INDEX
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
GAS
UNDERGROUND POWER LINE
UNDERGROUND PVC POWER CONDUIT
OVERHEAD POWER LINE
TELEPHONE LINE
DRAINAGE FLOW BREAKLINE
1.ALL TRAFFIC SIGNING SHALL BE DESIGNED, CONSTRUCTED AND PLACED
ACCORDING TO THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) INCLUDING MUTCD REVISIONS 1 & 2 WITH THE FOLLOWING EXCEPTIONS:
2. ALL STOP AND YIELD SIGNS USED IN ANY SUBDIVISION SHALL BE A MINIMUM
30"X30"; ENGINEER GRADE SHEETING IS NOT ALLOWED.
3. ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4" LEGEND. BOTH
BACKGROUND AND LEGEND SHALL BE REFLECTIVE. STANDARD COLORS ARE
WHITE LEGEND AND GREEN BACKGROUND EXCEPT PRIVATE ROADS, WHICH WILL
HAVE A BLUE BACKGROUND.
4. SUBSTRATE MATERIAL SHALL BE ALUMINUM; NO FIBERGLASS OR PLASTIC WILL BE
ACCEPTED.
5.THE MINIMUM SIZE FOR SPEED LIMIT SIGNS SHALL BE 24"WX30"L WITH BLACK
LEGEND ON WHITE BACKGROUND.
6.POSTS SHALL BE METAL AND SHALL BE ANCHORED WITH A "SOIL TYPE" ANCHOR.
NO CONCRETE SHALL BE USED AS AN ANCHOR. POSTS SHALL BE 2"X2" SQUARE
AND MUST MEET BREAK-A-WAY STANDARDS OF THE STATE OF IDAHO. NO
U-CHANNEL SHALL BE USED.
7.THE MINIMUM HEIGHT OF SIGNS SHALL BE 6' FROM THE ROAD SURFACE TO THE
BOTTOM OF THE SIGN.
8.MAINTENANCE OF ALL STREET AND TRAFFIC SIGNS WILL BE THE RESPONSIBILITY
OF THE DEVELOPER UNTIL THE STREETS ARE OFFICIALLY ACCEPTED FOR
MAINTENANCE BY THE CITY OF IONA.
SIGNING NOTES ANGIE GARCIAPROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
PROPOSED/EXISTING CURB AND GUTTER
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING POWER POLE
EXIST.PRO.DESCRIPTION
PROPOSED/EXISTING MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
0.75%
BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
8" W
( 8" SS
CL =
7
2.
1
0
XG
=
7
2.
1
0
EAGLE ROCK NGINEERINGCIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-26651.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE TO CURRENT 2017 ISPWC STANDARD
DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES. ALL TESTING &
ACCEPTANCE TO BE IN COMPLIANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
2.ALL WATER MAIN LINE IS TO BE C-900 PVC DR 18 BELL & SPIGOT WITH RUBBER GASKET JOINTS, MEETING ISPWC & AWWA C-605. 12 AWG
INSULATED COPPER WIRE SHALL BE INSTALLED ABOVE MAIN LANES, HYDRANT RUNS, AND ON THE SERVICES UP TO THE METER AND
ACCESSIBLE AT ALL HYDRANTS, VALVES, AND WATER METERS.
3.WATER SERVICE LINES SHALL BE 1" DIAMETER IPS POLYETHYLENE (PE) PRESSURE PIPE MEETING AWWA C-901, PRESSURE CLASS OF 250 PSI.
UTILIZING SERVICE SADDLES & CORPORATION STOPS MEETING ISPWC & CITY OF IONA STANDARDS.
4.ALL SEWER MAIN LINE PIPING SHALL CONFORM TO CURRENT 2017 ISPWC STANDARD DRAWINGS AND SPECIFICATIONS.
5.MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
6.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE
ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
7.BASIS OF BEARINGS 2004 CITY GRID ELEVATIONS SHOWN ARE NAVD 88 DATUM TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
8.GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION
ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT
INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE
APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO
BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR
RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE DEVELOPER.
9.WATER LINE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10 FEET FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM
THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2017, STANDARD DRAWING SD-407. CROSS AT APPROXIMATELY RIGHT ANGLES
WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
10.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.
11.FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES, AND ONE 4-1/2" DIAMETER HOSE NOZZLE PER CITY STANDARDS. MUST
BE YELLOW IN COLOR. FIRE HYDRANTS SHALL BE MUELLER CENTURIAN, CLOW MEDALLION, OR WATEROUS PACER (6' DEPTH)
12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL
MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
13.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND
DUST CONTROL MEASURES.
14.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTH WHILE
STILL MEETING REGULATORY REQUIREMENTS. FOR BIDDING PURPOSES CONTACT DEVELOPER FOR TEST HOLE DEPTH OF ROCK.
15.LITTLE DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START, WALK JOB AND IDENTIFY MINOR DEMOLITION WORK PRIOR TO
BIDDING.
16.IT IS THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATER
SERVICES.
17.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED AND MAINTAINED
BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF IONA STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTED AND
CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE OF IDAHO; AND HAVE "AS-BUILT" DRAWINGS PROVIDED TO THE AUTHORITY HAVING
JURISDICTION. FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S NOT ACCEPTING THE SUBDIVISION.
18.LANDSCAPING SIGNS NOT TO EXCEED 3 FEET IN HEIGHT IN THE CLEAR SIGHT TRIANGLE.
19.THE IONA BONNEVILLE SEWER DISTRICT HAS ADOPTED THE MOST CURRENT CITY OF IDAHO FALLS STANDARDS AND SPECIFICATIONS AS THE
IONA BONNEVILLE SEWER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SEWER MAIN LINE PIPING MATERIAL CONSTRUCTION,
CONNECTIONS, AND TESTING SHALL CONFORM TO THESE STANDARDS.
20.THE IONA BONNEVILLE SEWER DISTRICT REQUIRES ANY AND ALL SEWER LINES TO BE INSPECTED BY USE OF A VIDEO CAMERA BEFORE FINAL
ACCEPTANCE. THE CONTRACTOR SHALL PAY THE COST(S) OF THE INSPECTION AND FOR ALL COST(S) INCURRED CORRECTING ANY
DEFICIENCIES FOUND DURING THE VIDEO INSPECTION(S) AND THE COSTS(S) OF ADDITIONAL VIDEO INSPECTIONS TO VERIFY THE
SATISFACTORY CORRECTION OF DEFICIENCIES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY COST(S) TO CLEAN THE SEWER
LINES PRIOR TO ANY VIDEO INSPECTIONS(S). A COPY OF THE INSPECTIONS(S) REPORT AND VIDEO TO BE PROVIDED TO THE IONA
BONNEVILLE SEWER DISTRICT.
21.SEWER MANHOLES MUST MEET THE MOST CURRENT CITY OF IDAHO FALLS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND
DRAWINGS WITH THE CITY OF IDAHO FALLS STANDARD DRAWING SHEET MODIFIED TO "ALL SEWER LIDS SHALL BE LABELED 'IONA
BONNEVILLE SEWER DISTRICT - SEWER CONFINED SPACE'".
ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY.
ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER/CONTRACTOR. ALL ELECTRICAL CONDUITS AND 36"
RADIUS ELBOWS SHALL BE SCHEDULE 40 PVC.
THE MINIMUM POWER TRENCH DEPTH SHALL BE 42" BELOW FINISHED GRADE. INCLUDING 6" OF SAND BEDDING BELOW AND ABOVE TOP OF CONDUITS.
THE DEVELOPER/ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
THE CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.
DEVELOPER SHALL BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND MISCELLANEOUS ELECTRICAL
FACILITIES.
SEE ROCKY MOUNTAIN POWER ELECTRICAL SITE PLAN FOR OFF-SITE AND ON-SITE ELECTRICAL AND FIRE OPTIC FACILITIES, LAYOUT, AND INSTALLATION
DETAILS.
CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING MUST BE MAINTAINED.
LUMINAIRES/LIGHTING SHALL BE CURRENT LED MEETING ROCKY MOUNTAIN POWER & CITY STANDARDS.
ELECTRICAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.164109-20-19
4796479647964796
479
6
4797
479747974797
47974797
4797479847984798
479847984798479847994799479947994799
( 10'' SAN34
333231
36
3732137
36
35
34 33 32
262728293031302928
27
26
25
24
23
22 21 20 19
321
6 5 4
25
24
5
67
1 2
23
22
2120191817
B L O C K 6B L O C K 7
B L O C K 8
B L O C K 5
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
48014801
4803
4802
4
3
35
7654
8
B L O C K 4
38
38
B L O C K 5
OPEN SPACE LOT
OPEN SPACE LOT OPEN SPACE LOT
EOEO
EO EO
EO
EO
( 10'' SAN( 10'' SAN( 10'' SAN8''SS )8''SS )( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS( 8''SS( 8''SS( 8''SS8''SS )8''SS )( 8''SS ( 8''SS ( 8''SS
( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS( 10'' SAN( 10'' SAN8''SS )8''SS )
8''SS )8''SS )( 8''SS ( 8''SS ( 8''SS
16'' W
12'' W 12'' W 12'' W 12'' W12'' W12'' W12'' W12'' W12'' W12
13141516181716
15
14 8''W8''W8''W8''W 8''W 8''W 8''W 8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''SS )8''SS )8''SS )8''SS )8''SS )
B L O C K 5 B L O C K 4
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVESELLARS WAYTHORNTON ROADWINDER AVEJENKINS STREETCLAPP ROADE. 49thN
DRAWN BY:APPROVED BY:DATE:ANGIE GARCIA1" = 80'DESCRIPTIONDATEREVISIONS123563C-1CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665DESIGNED BY:PROJECT NO.CAD NAME:REVISION:SCALE:19021PAUL SNARRPLAN AND PROFILES.DWG4SHEET NO.SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.LEVI LUSKFREEDOM FIELD ESTATES DIVISION 1OVERALL SITE PLANPREPARED FOR:ROCKWELL HOMES, INC.EAGLE ROCK NGINEERINGW E
S
N
40'80'080'
PROJECT BENCHMARK
BM CEN COR OF SEC 1, T.2N.,
R38E., NAVD 88 4790
A RAILROAD SPIKE IN THE W SIDE
OF A POWER POLE LOCATED AT
NORTH-EAST CORNER OF
INTERSECTION OF OLSEN AVENUE
AND RUSHTON ROAD.
CITY OF IONA, NAVD 88 DATUM
164109-20-19SSMH #3 SEPTEMBER 20, 2019NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 ISPWC
STANDARD SPECIFICATIONS AND DRAWINGS.
2. INSTALL STREET NAME SIGN AT EACH INTERSECTION.
3. SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL INTERSECTIONS
PEDESTRIAN CROSSINGS SHALL MEET ADA - SEE DETAIL SHEET D-1.
4. ALL STREET LIGHTS, HYDRANTS AND METER BOXES TO BE PLACED TWO
FEET FROM BACK OF WALK TO CENTERLINE OF STRUCTURE IN THE
EASEMENT.
5. ALL SIGNING SHALL MEET MUTCD. ALL STOP SIGNS SHALL BE 36" (R1-1).
FREEDOM FIELD ESTATES DIVISION No. 1
S H E E T 1 0
S H E E T 4S H E E T 1 0
S H E E T 8
S H E E T 5S H E E T 6S H E E T 7
S H E E T 9
SSMH #1
SSMH
#11
SSMH #2
SSMH #4
SSMH #6
SSMH #5
SSMH #7
SSMH #13
SSMH #12
SSMH #9
SSMH #10
SSMH #15
SSMH #21
SSMH #20SSMH #19
SSMH #16
SSMH #17
SSMH #18
SSMH #14
11+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50
( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS( 8''SS( 8''SS( 10'' SAN12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W12'' W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )( 10'' SAN4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
539.06 L.F. OF EXISTING 12" WATERLINE
SSMH #15
STA:5+06.81
RIM=4801.20
W INV IN=4788.29
E INV IN=4788.29
S INV OUT=4788.11
SSMH #16
STA:3+22.14
RIM=4800.40
W INV IN=4789.12
E INV OUT=4789.02
SSMH #19
STA:8+09.81
RIM=4800.00
E INV IN=4789.60
W INV OUT=4789.50
SSMH #17
STA:0+63.02
RIM=4800.70
N INV IN=4790.25
E INV OUT=4790.15
SSMH #20
STA:10+65.95
RIM=4800.20
N INV IN=4790.72
W INV OUT=4790.62STA:0+68.08ELEV:4801.00'STA:2+11.67ELEV:4800.30'STA:5+11.68ELEV:4801.50'STA:9+10.95ELEV:4799.90'STA:10+60.96ELEV:4800.50'443.88 L.F. OF 8" WATE
R
L
I
N
E
-0.48%0.40%-0.40%
0.40%
255.12 L.F. OF 8" PVC @ 0.40%
180.67 L.F. OF 8" PVC @ 0.40%299.00 L.F. OF 8" PVC @ 0.40%
252.14 L.F. OF 8" PVC @ 0.40%DRAWN BY:APPROVED BY:DATE:ADAM SNARR1" = 40'DESCRIPTIONDATEREVISIONS123564CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665DESIGNED BY:PROJECT NO.CAD NAME:REVISION:SCALE:19021PAUL SNARRPLAN AND PROFILES.DWG4SHEET NO.SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.LEVI LUSKFREEDOM FIELD ESTATES DIVISION 2SMITH DRIVEPLAN AND PROFILEPREPARED FOR:ROCKWELL HOMES, INC.EAGLE ROCK NGINEERINGPP-1W E
S
N
20'40'040'
SCALE: 1" = 40.0'
VERT SCALE: 1" = 4.0'
KEY MAP
GIDUOYEROFEBLLA
C
DIG LINE 1-800-342-1585
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
SELLARS WAYTHORNTON ROADWINDER AVEJENKINS STREETCLAPP ROAD164109-20-19SEPTEMBER 20, 2019CONSTRUCTION ITEMS:
1 ASPHALT PAVING
INSTALL 5' CONCRETE SIDEWALK
INSTALL MANHOLE TYPE I
INSTALL 4" SANITARY SEWER SERVICE
INSTALL VALVE BOX MEETING PIPE SIZE
INSTALL FIRE HYDRANT & THRUST BLOCK
INSTALL 1" WATER SERVICE
INSTALL DRAINAGE SWALE
INSTALL STOP AND STREET NAME SIGNS
INSTALL SPEED LIMIT 25 MPH SIGN
INSTALL 8"x6" TEE & THRUST BLOCK
INSTALL 12"x8" CROSS & THRUST BLOCK
INSTALL 90° BEND WITH THRUST BLOCK
INSTALL 12"x8" TEE WITH THRUST BLOCK
*ALL CONSTRUCTION SHALL MEET THE SPECIAL CONDITIONS OF THE ANNEXATION AGREEMENT (EXHIBIT B)
AND CURRENT VERSION OF THE ISPWC STANDARD SPECIFICATIONS AND DRAWINGS.
2
3
4
5
6
7
8
9
10
11
12
13
14
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 ISPWC
STANDARD SPECIFICATIONS AND DRAWINGS.
2. INSTALL STREET NAME SIGN AT EACH INTERSECTION.
3. SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL INTERSECTIONS
PEDESTRIAN CROSSINGS SHALL MEET ADA - SEE DETAIL SHEET D-1.
4. ALL STREET LIGHTS, HYDRANTS AND METER BOXES TO BE PLACED TWO
FEET FROM BACK OF WALK TO CENTERLINE OF STRUCTURE IN THE
EASEMENT.
5. ALL SIGNING SHALL MEET MUTCD. ALL STOP SIGNS SHALL BE 36" (R1-1).
BLOCK 5
BLOCK 8
BLOCK 4
1 2 3 4 5 6 7 37
36
353433323132333435
36
37
SMITH DRIVESELLARS WAYWINDER AVETHORNTON ROAD1
2
2
3
467
8
9
11
PROPOSED CL GRADE
EXISTING GROUND 8" VALVE & BOX
5
13
14
13 INSTALL 12"x8" REDUCER
8"
8"
10"
INSTALL FIRE HYDRANT &
THRUST BLOCK
INSTALL FIRE HYDRANT &
THRUST BLOCK
12"x6" TEE & THRUST BLOCK
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+21
0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50( 10'' SAN( 8''SS8''SS )8''SS )8''SS )8''SS )8''SS )( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
( 10'' SAN8''SS )8''SS )8''SS )8''SS )8''SS )( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
12'' W12'' W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+21
SSMH #13
STA:10+54.92
RIM=4799.50
W INV OUT=4790.70
SSMH #12
STA:7+88.95
RIM=4798.40
E INV IN=4788.05
W INV OUT=4787.95
SSMH #9
STA:6+73.19
RIM=4799.50
N INV IN=4786.82
W INV IN=4786.89
E INV IN=4786.89
S INV OUT=4786.72
SSMH #10
STA:2+90.02
RIM=4798.50
W INV IN=4787.91
E INV OUT=4787.81
SSMH #11
STA:0+58.64
RIM=4799.50
E INV OUT=4790.21
227.38 L.F. OF 8" P
V
C
@
1
.
0
0
%
227.38 L.F. OF 8" PVC @ 0.40%263.55 L.F. OF 8" PVC @ 0.40%
261.97 L.F. OF 8" PVC
@
1
.
0
0
%
462.75 L.F. OF 8" WATERLINE
533.50 L.F. OF 8" WATERLINESTA:0+63.96ELEV:4799.80'STA:2+95.13ELEV:4798.85'STA:5+26.30ELEV:4799.77'STA:7+93.20ELEV:4798.70'STA:10+60.10ELEV:4799.77'-0.41%0.40%-0.40%0.40%DRAWN BY:APPROVED BY:DATE:ADAM SNARR1" = 40'DESCRIPTIONDATEREVISIONS123565CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665DESIGNED BY:PROJECT NO.CAD NAME:REVISION:SCALE:19021PAUL SNARRPLAN AND PROFILES.DWG4SHEET NO.SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.LEVI LUSKFREEDOM FIELD ESTATES DIVISION 2DUTSON DRIVEPLAN AND PROFILEPREPARED FOR:ROCKWELL HOMES, INC.EAGLE ROCK NGINEERINGPP-2W E
S
N
20'40'040'
SCALE: 1" = 40.0'
VERT SCALE: 1" = 4.0'
KEY MAP
GIDUOYEROFEB
LLA
C
DIG LINE 1-800-342-1585
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
SELLARS WAYTHORNTON ROADWINDER AVEJENKINS STREETCLAPP ROAD164109-20-19SEPTEMBER 20, 2019CONSTRUCTION ITEMS:
1 ASPHALT PAVING
INSTALL 5' CONCRETE SIDEWALK
INSTALL MANHOLE TYPE I
INSTALL 4" SANITARY SEWER SERVICE
INSTALL VALVE BOX MEETING PIPE SIZE
INSTALL FIRE HYDRANT & THRUST BLOCK
INSTALL 1" WATER SERVICE
INSTALL DRAINAGE SWALE
INSTALL STOP AND STREET NAME SIGNS
INSTALL SPEED LIMIT 25 MPH SIGN
INSTALL 8"x6" TEE & THRUST BLOCK
INSTALL 12"x8" CROSS & THRUST BLOCK
INSTALL 90° BEND WITH THRUST BLOCK
INSTALL 12"x8" TEE WITH THRUST BLOCK
*ALL CONSTRUCTION SHALL MEET THE SPECIAL CONDITIONS OF THE ANNEXATION AGREEMENT (EXHIBIT B)
AND CURRENT VERSION OF THE ISPWC STANDARD SPECIFICATIONS AND DRAWINGS.
2
3
4
5
6
7
8
9
10
11
12
13
14
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 ISPWC
STANDARD SPECIFICATIONS AND DRAWINGS.
2. INSTALL STREET NAME SIGN AT EACH INTERSECTION.
3. SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL INTERSECTIONS
PEDESTRIAN CROSSINGS SHALL MEET ADA - SEE DETAIL SHEET D-1.
4. ALL STREET LIGHTS, HYDRANTS AND METER BOXES TO BE PLACED TWO
FEET FROM BACK OF WALK TO CENTERLINE OF STRUCTURE IN THE
EASEMENT.
5. ALL SIGNING SHALL MEET MUTCD. ALL STOP SIGNS SHALL BE 36" (R1-1).
BLOCK 7
BLOCK 5
BLOCK 6
29 30 31 30 29 28
26
27
25
567456
26
27
28
DUTSON DRIVE
JENKINS STREETWINDER AVECLAPP ROADBLOCK 4
1
3
4
6
7
8
9
2
2
5
INSTALL FIRE HYDRANT
& THRUST BLOCKING
8" VALVE & BOX8" VALVE & BOX
INSTALL FIRE HYDRANT
& THRUST BLOCKING
PROPOSED GRADE
EXISTING GROUND
12
1111
13
1213
13
8"
8"
10"
10"
22 21 20 19 191817
3
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50
( 10'' SAN( 10'' SAN8''SS )8''SS )8''SS )8''SS )8''SS )( 8''SS( 8''SS( 8''SS( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS( 8''SS( 8''SS8''SS )8''SS )8''SS )8''SS )8''SS )12'' W12'' W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
SSMH #6
STA:10+48.54
RIM=4798.30
N INV IN=4787.82
W INV OUT=4787.72
SSMH #5
STA:7+81.00
RIM=4797.20
E INV IN=4786.66
W INV OUT=4786.56
SSMH #1
STA:2+40.19
RIM=4797.70
N INV IN=4785.43
W INV IN=4785.50
E INV IN=4785.50
S INV OUT=4785.33
SSMH #2
STA:2+82.12
RIM=4797.60
W INV IN=4786.52
E INV OUT=4786.42
SSMH #3
STA:0+50.69
RIM=4798.50
N INV IN=4787.55
E INV OUT=4787.45
263.54 L.F. OF 8" PVC @ 0.40%
263.55 L.F. OF 8" PVC @ 0.40%227.33 L.F. OF 8" PVC @ 0.40%
227.44 L.F. OF 8" PVC @ 0.40%
463.67 L.F. OF 8" WATERLINE
534.15 L.F. OF 8" WATERLINESTA:0+56.05ELEV:4798.81'STA:3+83.57ELEV:4797.50'STA:5+18.57ELEV:4798.04'STA:7+20.00ELEV:4797.23'STA:10+53.74ELEV:4798.57'-0.40%
-0.40%0.40%0.40%DRAWN BY:APPROVED BY:DATE:ADAM SNARR1" = 40'DESCRIPTIONDATEREVISIONS123566CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665DESIGNED BY:PROJECT NO.CAD NAME:REVISION:SCALE:PAUL SNARRPLAN AND PROFILES.DWG4SHEET NO.SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.FREEDOM FIELD ESTATES DIVISION 2WILLIAMS WAYPLAN AND PROFILEPREPARED FOR:ROCKWELL HOMES, INC.EAGLE ROCK NGINEERINGPP-3W E
S
N
20'40'040'
SCALE: 1" = 40.0'
VERT SCALE: 1" = 4.0'
KEY MAP
GIDUOYEROFEBLLA
C
DIG LINE 1-800-342-1585
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
SELLARS WAYTHORNTON ROADWINDER AVEJENKINS STREETCLAPP ROAD164109-20-19SEPTEMBER 20, 2019CONSTRUCTION ITEMS:
1 ASPHALT PAVING
INSTALL 5' CONCRETE SIDEWALK
INSTALL MANHOLE TYPE I
INSTALL 4" SANITARY SEWER SERVICE
INSTALL VALVE BOX MEETING PIPE SIZE
INSTALL FIRE HYDRANT & THRUST BLOCK
INSTALL 1" WATER SERVICE
INSTALL DRAINAGE SWALE
INSTALL STOP AND STREET NAME SIGNS
INSTALL SPEED LIMIT 25 MPH SIGN
INSTALL 8"x6" TEE & THRUST BLOCK
INSTALL 12"x8" CROSS & THRUST BLOCK
INSTALL 90° BEND WITH THRUST BLOCK
INSTALL 12"x8" TEE WITH THRUST BLOCK
*ALL CONSTRUCTION SHALL MEET THE SPECIAL CONDITIONS OF THE ANNEXATION AGREEMENT (EXHIBIT B)
AND CURRENT VERSION OF THE ISPWC STANDARD SPECIFICATIONS AND DRAWINGS.
2
3
4
5
6
7
8
9
10
11
12
13
14
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 ISPWC
STANDARD SPECIFICATIONS AND DRAWINGS.
2. INSTALL STREET NAME SIGN AT EACH INTERSECTION.
3. SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL INTERSECTIONS
PEDESTRIAN CROSSINGS SHALL MEET ADA - SEE DETAIL SHEET D-1.
4. ALL STREET LIGHTS, HYDRANTS AND METER BOXES TO BE PLACED TWO
FEET FROM BACK OF WALK TO CENTERLINE OF STRUCTURE IN THE
EASEMENT.
5. ALL SIGNING SHALL MEET MUTCD. ALL STOP SIGNS SHALL BE 36" (R1-1).
BLOCK 5
BLOCK 7
BLOCK 4
1 2 3 1 2 3
22
20
21
191817192021
23
24
WILLIAMS WAYJENKINS STREETWINDER AVECLAPP ROADBLOCK 6
22
1
2 3
6
89
11
2
4
5
7
INSTALL FIRE HYDRANT
& THRUST BLOCKING
8" VALVE & BOX
INSTALL FIRE HYDRANT
& THRUST BLOCKING
8" VALVE & BOX
PROPOSED GRADE
EXISTING GROUND 19021ANGIE GARCIAINSTALL FIRE HYDRANT
& THRUST BLOCKING
1213 13
12
13
13
6
8"
8"
10"
10"
0+00 1+00 2+00 3+00 4+00 5+00 5+510+50 1+50 2+50 3+50 4+50 5+50( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
8''SS )8''SS )8''SS )8''SS )8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W8''W8''W8''W8''W8''W4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
0+00 1+00 2+00 3+00 4+00 5+00 5+51
SSMH #4
STA:3+72.60
RIM=4799.00
S INV OUT=4790.76
SSMH #3
STA:0+50.69
RIM=4798.50
N INV IN=4787.55
E INV OUT=4787.45
318.58 L.F. OF 8" PVC
@
1
.
0
0
%
433.00 L.F. OF 8" WATERLINESTA:0+55.02ELEV:4798.81'STA:1+48.02ELEV:4798.43'STA:4+88.02ELEV:4799.80'-0.41%
0.40%DRAWN BY:APPROVED BY:DATE:ADAM SNARR1" = 40'DESCRIPTIONDATEREVISIONS123567CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665DESIGNED BY:PROJECT NO.CAD NAME:REVISION:SCALE:19021PAUL SNARRPLAN AND PROFILES.DWG4SHEET NO.SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.LEVI LUSKFREEDOM FIELD ESTATES DIVISION 2JENKINS STREETPLAN AND PROFILEPREPARED FOR:ROCKWELL HOMES, INC.EAGLE ROCK NGINEERINGPP-4WESN20'40'040'
SCALE: 1" = 40.0'
VERT SCALE: 1" = 4.0'
KEY MAP
GIDUOYEROFEBLLA
C
DIG LINE 1-800-342-1585
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
SELLARS WAYTHORNTON ROADWINDER AVEJENKINS STREETCLAPP ROAD164109-20-19SEPTEMBER 20, 2019CONSTRUCTION ITEMS:
1 ASPHALT PAVING
INSTALL 5' CONCRETE SIDEWALK
INSTALL MANHOLE TYPE I
INSTALL 4" SANITARY SEWER SERVICE
INSTALL VALVE BOX MEETING PIPE SIZE
INSTALL FIRE HYDRANT & THRUST BLOCK
INSTALL 1" WATER SERVICE
INSTALL DRAINAGE SWALE
INSTALL STOP AND STREET NAME SIGNS
INSTALL SPEED LIMIT 25 MPH SIGN
INSTALL 8"x6" TEE & THRUST BLOCK
INSTALL 12"x8" CROSS & THRUST BLOCK
INSTALL 90° BEND WITH THRUST BLOCK
INSTALL 12"x8" TEE WITH THRUST BLOCK
*ALL CONSTRUCTION SHALL MEET THE SPECIAL CONDITIONS OF THE ANNEXATION AGREEMENT (EXHIBIT B)
AND CURRENT VERSION OF THE ISPWC STANDARD SPECIFICATIONS AND DRAWINGS.
2
3
4
5
6
7
8
9
10
11
12
13
14
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 ISPWC
STANDARD SPECIFICATIONS AND DRAWINGS.
2. INSTALL STREET NAME SIGN AT EACH INTERSECTION.
3. SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL INTERSECTIONS
PEDESTRIAN CROSSINGS SHALL MEET ADA - SEE DETAIL SHEET D-1.
4. ALL STREET LIGHTS, HYDRANTS AND METER BOXES TO BE PLACED TWO
FEET FROM BACK OF WALK TO CENTERLINE OF STRUCTURE IN THE
EASEMENT.
5. ALL SIGNING SHALL MEET MUTCD. ALL STOP SIGNS SHALL BE 36" (R1-1).
BLOCK 5
BLOCK 7
22
23
24 25 26
28
296121
JENKINS STREET
WILLIAMS WAYDUTSON DRIVE27
1
2 3
4
6
7
8
PROPOSED CL GRADE
EXISTING GROUND
13 13
13 13
11
INSTALL FIRE HYDRANT
& THRUST BLOCK
0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50 5+006+004+505+50( 10'' SAN ( 10'' SAN ( 10'' SAN ( 10'' SAN ( 10'' SAN ( 10'' SAN8''SS )8''SS )( 8''SS( 8''SS( 8''SS8''SS )8''SS )( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 10'' SAN ( 10'' SAN( 10'' SAN ( 10'' SAN
12'' W12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
11+24
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS )8''SS )8''SS )4778
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4778
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+24
391.23 L.F. OF EXISTING 12" WATERLINE
452.55 L.F. OF EXISTING 12" WATERLINE
237.50 L.F. OF EXISTING 12" W
A
T
E
R
L
I
N
E
SSMH #1
STA:2+40.19
RIM=4797.70
N INV IN=4785.43
W INV IN=4785.50
E INV IN=4785.50
S INV OUT=4785.33
SSMH #8
STA:4+56.69
RIM=4798.60
N INV IN=4786.13
S INV OUT=4786.03
SSMH #9
STA:6+73.19
RIM=4799.50
N INV IN=4786.82
W INV IN=4786.89
E INV IN=4786.89
S INV OUT=4786.72
SSMH #14
STA:8+89.64
RIM=4800.30
N INV IN=4787.52
S INV OUT=4787.42
SSMH #15
STA:5+06.81
RIM=4801.20
W INV IN=4788.29
E INV IN=4788.29
S INV OUT=4788.11
212.45 L.F. OF 10" PVC @ 0.28%
212.45 L.F. OF 10" PVC @ 0.28%
212.50 L.F. OF 10" PVC @ 0.28%
212.50 L.F. OF 10" PVC @ 0.28%
208.48 L.F. OF 10" PVC @ 0.28%STA:0+19.71ELEV:4797.00'STA:2+45.19ELEV:4798.04'STA:6+78.19ELEV:4799.77'STA:11+11.18ELEV:4801.50'0.46%
0.40%
0.40%DRAWN BY:APPROVED BY:DATE:ADAM SNARR1" = 40'DESCRIPTIONDATEREVISIONS123568CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665DESIGNED BY:PROJECT NO.CAD NAME:REVISION:SCALE:19021PAUL SNARRPLAN AND PROFILES.DWG4SHEET NO.SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.LEVI LUSKFREEDOM FIELD ESTATES DIVISION 2WINDER AVENUEPLAN AND PROFILEPREPARED FOR:ROCKWELL HOMES, INC.EAGLE ROCK NGINEERINGPP-5WESN20'40'040'
SCALE: 1" = 40.0'
VERT SCALE: 1" = 4.0'
KEY MAP
GIDUOYEROFEBLLA
C
DIG LINE 1-800-342-1585
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
SELLARS WAYTHORNTON ROADWINDER AVEJENKINS STREETCLAPP ROAD164109-20-19SEPTEMBER 20, 2019CONSTRUCTION ITEMS:
1 ASPHALT PAVING
INSTALL 5' CONCRETE SIDEWALK
INSTALL MANHOLE TYPE I
INSTALL 4" SANITARY SEWER SERVICE
INSTALL VALVE BOX MEETING PIPE SIZE
INSTALL FIRE HYDRANT & THRUST BLOCK
INSTALL 1" WATER SERVICE
INSTALL DRAINAGE SWALE
INSTALL STOP AND STREET NAME SIGNS
INSTALL SPEED LIMIT 25 MPH SIGN
INSTALL 8"x6" TEE & THRUST BLOCK
INSTALL 12"x8" CROSS & THRUST BLOCK
INSTALL 90° BEND WITH THRUST BLOCK
INSTALL 12"x8" TEE WITH THRUST BLOCK
*ALL CONSTRUCTION SHALL MEET THE SPECIAL CONDITIONS OF THE ANNEXATION AGREEMENT (EXHIBIT B)
AND CURRENT VERSION OF THE ISPWC STANDARD SPECIFICATIONS AND DRAWINGS.
2
3
4
5
6
7
8
9
10
11
12
13
14
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 ISPWC
STANDARD SPECIFICATIONS AND DRAWINGS.
2. INSTALL STREET NAME SIGN AT EACH INTERSECTION.
3. SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL INTERSECTIONS
PEDESTRIAN CROSSINGS SHALL MEET ADA - SEE DETAIL SHEET D-1.
4. ALL STREET LIGHTS, HYDRANTS AND METER BOXES TO BE PLACED TWO
FEET FROM BACK OF WALK TO CENTERLINE OF STRUCTURE IN THE
EASEMENT.
5. ALL SIGNING SHALL MEET MUTCD. ALL STOP SIGNS SHALL BE 36" (R1-1).
17
19 3 4 31 32
1 7 30 31
BLOCK 5
BLOCK 4 BLOCK 6 BLOCK 4
BLOCK 7 BLOCK 5
1
2
3
68 9
WINDER AVEWILLIAMS WAYDUTSON DRIVESMITH DRIVEPROPOSED CL GRADE
EXISTING GROUND
TIE IN INV=4784.75
FIELD VERIFY
12 12 14
12
12
14
6
WINDER AVE
8"
8"
10"
8"
8"
10"
10"
8"
8"
10"
10"
INSTALL FIRE HYDRANT
& THRUST BLOCK
INSTALL FIRE HYDRANT
& THRUST BLOCK
12"x6" TEE & THRUST BLOCK12"x6" TEE & THRUST BLOCK
0+00 1+00 2+00 3+00 4+00 5+00
5+53
0+50 1+50 2+50 3+50 4+50 5+50( 8''SS( 8''SS( 8''SS( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS( 8''SS( 8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
0+00 1+00 2+00 3+00 4+00 5+00 5+53
SSMH #7
STA:4+35.97
RIM=4799.20
S INV OUT=4790.09
SSMH #6
STA:10+48.54
RIM=4798.30
N INV IN=4787.82
W INV OUT=4787.72
375.48 L.F. OF 8" PVC @ 0.60%
433.00 L.F. OF 8" WATERLINESTA:0+61.47ELEV:4798.57'STA:1+31.47ELEV:4798.29'STA:4+94.48ELEV:4799.77'-0.40%
0.41%DRAWN BY:APPROVED BY:DATE:ADAM SNARR1" = 40'DESCRIPTIONDATEREVISIONS123569CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665DESIGNED BY:PROJECT NO.CAD NAME:REVISION:SCALE:19021PAUL SNARRPLAN AND PROFILES.DWG4SHEET NO.SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.LEVI LUSKFREEDOM FIELD ESTATES DIVISION 2CLAPP ROADPLAN AND PROFILEPREPARED FOR:ROCKWELL HOMES, INC.EAGLE ROCK NGINEERINGPP-6WESN20'40'040'
SCALE: 1" = 40.0'
VERT SCALE: 1" = 4.0'
KEY MAP
GIDUOYEROFEBLLA
C
DIG LINE 1-800-342-1585
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
SELLARS WAYTHORNTON ROADWINDER AVEJENKINS STREETCLAPP ROAD164109-20-19SEPTEMBER 20, 2019CONSTRUCTION ITEMS:
1 ASPHALT PAVING
INSTALL 5' CONCRETE SIDEWALK
INSTALL MANHOLE TYPE I
INSTALL 4" SANITARY SEWER SERVICE
INSTALL VALVE BOX MEETING PIPE SIZE
INSTALL FIRE HYDRANT & THRUST BLOCK
INSTALL 1" WATER SERVICE
INSTALL DRAINAGE SWALE
INSTALL STOP AND STREET NAME SIGNS
INSTALL SPEED LIMIT 25 MPH SIGN
INSTALL 8"x6" TEE & THRUST BLOCK
INSTALL 12"x8" CROSS & THRUST BLOCK
INSTALL 90° BEND WITH THRUST BLOCK
INSTALL 12"x8" TEE WITH THRUST BLOCK
*ALL CONSTRUCTION SHALL MEET THE SPECIAL CONDITIONS OF THE ANNEXATION AGREEMENT (EXHIBIT B)
AND CURRENT VERSION OF THE ISPWC STANDARD SPECIFICATIONS AND DRAWINGS.
2
3
4
5
6
7
8
9
10
11
12
13
14
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 ISPWC
STANDARD SPECIFICATIONS AND DRAWINGS.
2. INSTALL STREET NAME SIGN AT EACH INTERSECTION.
3. SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL INTERSECTIONS
PEDESTRIAN CROSSINGS SHALL MEET ADA - SEE DETAIL SHEET D-1.
4. ALL STREET LIGHTS, HYDRANTS AND METER BOXES TO BE PLACED TWO
FEET FROM BACK OF WALK TO CENTERLINE OF STRUCTURE IN THE
EASEMENT.
5. ALL SIGNING SHALL MEET MUTCD. ALL STOP SIGNS SHALL BE 36" (R1-1).
6' MIN. BURY
BLOCK 4
BLOCK 6
20
3 4 5
27
26
2423
21
CLAPP ROADWILLIAMS WAYDUTSON DRIVEBLOCK 4
22 25
1
2
3
4
6
7
8
11
PROPOSED CL GRADE
EXISTING GROUND
INSTALL FIRE HYDRANT
& THRUST BLOCKING
1313
DUE TO THE LIMITED DEPTH OF SSMH #7 THE SLOPE WILL BE MAINTAINED AT
0.60%. THE SERVICE LINES ARE NEAR THE END AND WILL HELP FLUSH THE MAIN.
(AT 1% = +/-7.6' DEPTH AND 0.60% = +/-9.1' DEPTH)
13 13
XXXXXXXXXXX0+00 1+00 2+00 3+00 3+390+50 1+50 2+50
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W8''W8''SS )8''SS )( 10'' SAN
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
0+00 1+00 2+00 3+00 3+39
SSMH #18
STA:1+55.95
RIM=4801.10
S INV OUT=4791.27
SSMH #17
STA:0+63.02
RIM=4800.70
N INV IN=4790.25
E INV OUT=4790.15
99.38 L.F. OF 8" PVC @
1
.
0
0
%
276.83 L.F. OF 8" WATERLINESTA:0+57.56ELEV:4801.00'STA:2+98.13ELEV:4802.50'STA:2+69.38ELEV:4801.85'2.26%
0.40%XXXXXXXXXXX( 8''SS( 8''SS( 8''SS( 8''SS ( 8''SS ( 8''SS
16'' W12'' W12'' W 12'' W
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
4780
4782
4784
4786
4788
4790
4792
4794
4796
4798
4800
4802
4804
4806
4808
4810
0+00 1+00 2+00 3+00 3+39
SSMH #21
STA:1+78.06
RIM=4801.00
S INV OUT=4791.97
SSMH #20
STA:10+65.95
RIM=4800.20
N INV IN=4790.72
W INV OUT=4790.62
121.74 L.F. OF 8" PVC
@
1
.
0
0
%STA:0+57.32ELEV:4800.50'STA:3+20.72ELEV:4802.50'STA:2+68.18ELEV:4801.90'0.67%
3.3%
254.83 L.F. OF EXISTING 12" WATERLINE DRAWN BY:APPROVED BY:DATE:ADAM SNARR1" = 40'DESCRIPTIONDATEREVISIONS1235610CIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665DESIGNED BY:PROJECT NO.CAD NAME:REVISION:SCALE:19021PAUL SNARRPLAN AND PROFILES.DWG4SHEET NO.SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.LEVI LUSKFREEDOM FIELD ESTATES DIVISION 2SELLARS WAY / THORNTON ROADPLAN AND PROFILEPREPARED FOR:ROCKWELL HOMES, INC.EAGLE ROCK NGINEERINGPP-7WESN20'40'040'
SCALE: 1" = 40.0'
VERT SCALE: 1" = 4.0'
KEY MAP
GIDUOYEROFEBLLA
C
DIG LINE 1-800-342-1585
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
SELLARS WAYTHORNTON ROADWINDER AVEJENKINS STREETCLAPP ROAD164109-20-19SEPTEMBER 20, 2019CONSTRUCTION ITEMS:
1 ASPHALT PAVING
INSTALL 5' CONCRETE SIDEWALK
INSTALL MANHOLE TYPE I
INSTALL 4" SANITARY SEWER SERVICE
INSTALL VALVE BOX MEETING PIPE SIZE
INSTALL FIRE HYDRANT & THRUST BLOCK
INSTALL 1" WATER SERVICE
INSTALL DRAINAGE SWALE
INSTALL STOP AND STREET NAME SIGNS
INSTALL SPEED LIMIT 25 MPH SIGN
INSTALL 8"x6" TEE & THRUST BLOCK
INSTALL 12"x8" CROSS & THRUST BLOCK
INSTALL 90° BEND WITH THRUST BLOCK
INSTALL 12"x8" TEE WITH THRUST BLOCK
*ALL CONSTRUCTION SHALL MEET THE SPECIAL CONDITIONS OF THE ANNEXATION AGREEMENT (EXHIBIT B)
AND CURRENT VERSION OF THE ISPWC STANDARD SPECIFICATIONS AND DRAWINGS.
2
3
4
5
6
7
8
9
10
11
12
13
14
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 ISPWC
STANDARD SPECIFICATIONS AND DRAWINGS.
2. INSTALL STREET NAME SIGN AT EACH INTERSECTION.
3. SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL INTERSECTIONS
PEDESTRIAN CROSSINGS SHALL MEET ADA - SEE DETAIL SHEET D-1.
4. ALL STREET LIGHTS, HYDRANTS AND METER BOXES TO BE PLACED TWO
FEET FROM BACK OF WALK TO CENTERLINE OF STRUCTURE IN THE
EASEMENT.
5. ALL SIGNING SHALL MEET MUTCD. ALL STOP SIGNS SHALL BE 36" (R1-1).
SELLARS WAY THORNTON ROAD
37
36
35
34
1
3
34
35
36
37
BLOCK 5
BLOCK 8 BLOCK 4
BLOCK 8
6
1
1
2
2
3
3
4
4
7
7
8
8
PROPOSED CL GRADE
EXISTING GROUND
INSTALL FIRE HYDRANT
& THRUST BLOCKING
PROPOSED CL GRADE
EXISTING GROUND E. 49th NE. 49th NPLUG & THRUST BLOCK
SMITH DRIVE11 SMITH DRIVE13
13
PLUG & THRUST BLOCK
MATCH EXISTING MATCH EXISTING
EXISTING EOEXISTING EO
INSTALL FIRE HYDRANT
& THRUST BLOCKING
12"x6" TEE & THRUST BLOCK
6
VALVE & HYDRANT
EXTEND WIRE 12" ABOVE GRADE AND
WRAP AROUND HYDRANT
3" TO 8"6" (MIN.)
14" (MAX.)
1" WATER SERVICE WITH METER PIT
LID WITH PLUGGED AUTOMATED SENSOR
HOLE AND SIDE LOCKING MECHANISM.
TRAFFIC RATED LID AND FRAME
REQUIRED IN DRIVEWAYS.
POLYETHAFOAM INSULATION
INSERT WITH NYLON STRAP OR
APPROVED EQUAL
MUELLER THERMAL-COIL METER PIT OR
APPROVED EQUAL (SEE GENERAL NOTE 1)
1" FULL PORT ANGLE BALL VALVE
IDLER OR METER AS REQUIRED BY WATER
DEPARTMENT (RESIDENTIAL METER NOT
CURRENTLY REQUIRED)
1" TOP ENTRY CHECK VALVE
MASONRY BLOCKS
ON QUADRANTS UNDISTURBED
UNDERGROUND
BEDDING
MAIN LINE
CUSTOMER LINE
CORPORATION
STOP
INLET
250 IPS, 1" PE PER
AWWA C-901
SERVICE LINEOUTLET
SIDEWALK
ELEVATION:
NO LOWER THAN
TBC -1"
AND NO HIGHER
THAN TBC+2"6'-0" BURYDRAINAGE
S
W
A
L
E
DRIVEWAY
PLAN DETAIL
FLUSH HYDRANT
2 1/2" STD NST NOZZLE
GROUND LINE
2" BRASS STREET "L"
WEEP HOLE
BLOW-OFF HYDRANT
6'-0"MALE ADAPTER
2" PE PIPE
2" POST HYDRANT
CRUSHED ROCK
15.0'
5' SIDEWALK
SS SS SS SS SS
W WW
EASEMENT
WATER MAIN
DRAINAGE SWALE
C
SEWER MAIN
PROPERTY LINE
L
10.0'
PROPERTY LINE
WATER & SEWER SERVICE DETAIL
WSSSSWSS4" SEWER SERVICE1" WATER
SERVICE 5'
FROM
LOT LINE
5' SIDEWALKW
SSSSWSSWSSSSWSS5'
PROPERTY LINE
℄ STREET
SLOPE = 2%
SIDEWALK
5'
2.0% MIN. STRAIGHT GRADE
SEAL COAT
35'
LC
70'
5'
SIDEWALK
3" - 3/4" MINUS CRUSHED BASE PER SECTION 802
9" UNCRUSHED AGGREGATE (MINUS 6" PER SECTION 801)
2.0% MIN. STRAIGHT GRADE
35'
14'14'8'8'8'
SLOPE = 2%
2'-3" SHOULDER
14"PRIVATE DRIVEWAY
NOTES:
1. ALL SPECIFICATIONS REFERENCES ARE TO ISPWC 2017 EDITION.
2. CHIP SEAL MATERIAL SHALL BE CRS-2R AS PER SECTION 805.2.3 SPREAD AT A RATE OF 0.45 +/- 0.05 GALLONS PER
SQUARE YARD. AGGREGATE MATERIAL SHALL BE 3/8" AGGREGATE CLASS 2 OR 3 PER TABLE 1 OF SECTION 808.2.2 SPREAD
AT A RATE OF 25-30 POUNDS PER SQUARE YARD.
3. SEAL COAT SHALL BE APPLIED THE FOLLOWING YEAR PER CITY OF IONA UNLESS OTHERWISE APPROVED.
4.THE FRONT TOP EDGE OF SIDEWALK WHETHER ADJACENT TO CURB OR SEPARATED BY A PARKING STRIP SHALL BE LEVEL
WITH EDGE OF ASPHALT. IN CUL-DE-SAC'S WITH A PARKING STRIP SEPARATION AND NO CURB, THE TOP BACK OF WALK
SHALL BE 0.4' HIGHER THAN THE TOP EDGE OF ASPHALT DUE TO THE ADDITIONAL ASPHALT WIDTH.
5" THICK CONCRETE
1'-6"
2" ASPHALT PLANTMIX MEETING ISPWC WITH PG 58-28 OR
BETTER ASPHALT PER SECTIONS 805 AND 810
SEE NOTE 4
BACK OF WALK 6" MIN6" MINFINISH GRADE
OUTSIDE Ø OF PIPE PLUS 2-0"NOTE BSUBGRADE OR NATURAL GROUND
VERTICAL WALLS
ALLOWED WITH PROPER
SHORING OR LESS THAN 5'5'-0" MAXWITHOUT SHORING4'-0"VARIES PER TRENCHDEPTH1 LOCAL CUT BACK, ONLY IF REQUIRED
SURFACE REPAIR WIDTH, 4' MINIMUM
EXISTING SURFACE
EXISTING BASE
TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING
TRENCH BACKFILL PER SECTION-306
VERTICAL TRENCH WALLS SHORING PER O.S.H.A
PIPE BEDDING PER SECTION-305 (SEE SD-302)
FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE
AND STABILITY (PER SECTION-304)
UNDISTURBED SOIL (TYP.)
NEW PAVEMENT AND BASE
UPPER COMPACTION ZONE
LOWER COMPACTION ZONE
2
3
4
5
6
7
8
9
10
11
12
13
L E G E N D
A TRENCH EXCAVATION PER SECTION-301
PIPE BEDDING PER SECTION-305
BACKFILL AND COMPACTION PER SECTION-306
SURFACE REPAIR AND BASE PER SECTION-307, SEE SD-303
B
C
D
N O T E S
1
2
12" MIN.
EACH SIDE
12
13
5
6
9
8
10
4
311 DESIGNED BY:DRAWN BY:PROJECT NO.APPROVED BY:CAD NAME:REVISION:DATE:SCALE:PAUL SNARR DETAILS.DWGDESCRIPTIONDATEREVISIONS123456SHEET NO.11D-1SHEET NAMEATTENTIONThis document or any partthereof in detail or designconcept is the property ofEagle Rock Engineering andshall not be copied in anyform without the writtenauthorization of Eagle RockEngineering.KURT ROLAND19021SEPTEMBER 2019LEVI LUSKDIG LINE 1-800-342-1585DIG LINE 1-800-342-1585
EAGLE ROCK NGINEERINGCIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665FREEDOM FIELD ESTATES DIVISION 2DETAILSPREPARED FOR:ROCKWELL HOMES, INC164104' Ø MANHOLE
SEE STANDARD DRAWING NO. SD-4042017 ISPWC STANDARD DRAWINGS AND SPECIFICAITONS
9-20-192" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
9" OF PITRUN
3" OF 3/4" GRAVEL ROADBASE
TYPICAL ROAD WAY SECTION
CHIP SEAL
4" 3/4" MINUS CRUSHED
BASE PER SECTION 802
TYPICAL CROSSWALK APPROACH OVER
DRAINAGE SWALE
3" 3/4" MINUS CRUSHED BASE PER SECTION 802
6" UNCRUSHED AGGREGATE (MINUS 6" PER SECTION 801)
RESIDENTIAL COLLECTOR 70' STREET SECTION
TYPICAL TRENCH
ISPWC SD-301
DEPRESSED 3" AT SWALE
ADA RAMP/TRUNCATED DOMES
TRUNCATED DOME
TRANSITION
SLOPE
5.0'BACK OF WALKBEGIN CURVE
-DNTRUNCATED DOME
DRAINAGE SWALEDRAINAGE SWALEBACK OF WALKBACK OF WALKBEGIN CURVE
END CURVE10' - 30' R
Δ2Δ
2
DN12" PREFORMED
EXPANSION
JOINT FILLER TYP
ADA CURB RAMPS & TRUNCATED DOMES SHALL MEET 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
* ALL SEWER LIDS SHALL BE LABELED 'IONA BONNEVILLE SEWER DISTRICT - SEWER CONFINED SPACE'
METER PIT AND FIRE HYDRANT
2' FROM BACK OF WALK
23
34333231
36
37321
37
36
35
34 33 32
2627282930313029
28
27
26
25
24
22 21 20 19
321
6 5 4
25
24
5
67
1 2
23
22
2120191817
121314151618171615
B L O C K 6
B L O C K 7
B L O C K 8
B L O C K 5244.95'126.91'102.09'195.27'74.96'91.46'0.531 ACRES
0.542 ACRES
0.500 ACRES 0.500 ACRES 0.500 ACRES
0.500 ACRES
0.500 ACRES
0.516 ACRES 0.500 ACRES
0.569 ACRES
0.519 ACRES
0.569 ACRES
0.560 ACRES
0.560 ACRES
0.525 ACRES
0.512 ACRES 0.518 ACRES0.504 ACRES
0.503 ACRES 0.503 ACRES 0.503 ACRES 0.559 ACRES0.557 ACRES 0.503 ACRES 0.503 ACRES
0.520 ACRES
0.583 ACRES
0.520 ACRES
0.533 ACRES0.690 ACRES 0.525 ACRES 0.586 ACRES
0.550 ACRES
0.557 ACRES
0.587 ACRES
0.516 ACRES
0.520 ACRES
0.565 ACRES
0.621 ACRES
0.565 ACRES
0.565 ACRES
0.089 ACRES
0.790 ACRES
0.500 ACRES
0.520 ACRES
0.100 ACRES
0.612 ACRES
0.653 ACRES
0.523 ACRES
0.508 ACRES
0.508 ACRES
0.518 ACRES
122.50'127.50'127.50'S00° 42' 59"E171.83'127.50'127.50'127.50'S00° 42' 59"E171.83'S00° 42' 59"E171.83'S00° 42' 59"E171.83'S00° 42' 59"E171.83'S00° 42' 59"E171.83'N89° 38' 24"W
179.33'
S57°
3
2'
0
2"
W
206.
1
5'S00° 21' 36"W175.97'S00° 21' 36"W178.30'S00° 21' 36"W184.69'S00° 21' 36"W186.94'S00° 21' 36"W189.20'120.02'120.02'115.72'114.31'124.02'162.52'161.50'S00° 21' 36"W181.50'S00° 21' 36"W181.50'S00° 21' 36"W181.50'124.28'
S89° 38' 24"E
200.00'S00° 21' 36"W181.50'S89° 38' 24"E
200.00'162.01'161.50'161.50'S00° 21' 36"W181.50'135.55'
115.55'120.00'116.78'124.94'180.00'105.00'113.00'105.00'123.63'180.00'
114.67'120.00'
134.67'
124.21'140.95'5.00'151.83'122.93'138.82'120.00'120.00'
135.33'120.00'
115.00'120.00'104.32'S41° 46' 10"W
241.45'S00° 21' 36"W190.48'S00° 21' 36"W190.48'S00° 21' 36"W190.48'120.00'115.33'120.00'
120.33'
120.00'115.55'116.78'
N89° 38' 24"W
163.76'N3
7
°
4
3
'
4
3
"W
1
9
6
.
5
0
'S00° 21' 36"W181.50'N89° 38' 24"W
142.69'
N89° 38' 24"W
164.10'
130.33'
120.33'127.00'226.75'S00° 21' 36"W181.50'S00° 21' 36"W190.48'S00° 21' 36"W190.48'S00° 21' 36"W186.87'161.50'135.00'161.50'0.515 ACRES
68.72'0.689 ACRES
0.552 ACRES
S89° 38' 24"E
159.79'
S5
0
°
1
7
'
1
0
"
E
1
8
9
.
3
2
'S00° 21' 36"W169.81'S45° 42' 59"E
28.28'
0.672 ACRES
0.500 ACRES
0.524 ACRES
0.572 ACRES
0.524 ACRES
183.81'
0.579 ACRES
0.581 ACRES
S00° 21' 36"W165.49'S62
°
0
6
'
4
3
"
E
16
6
.
6
9
'
S89° 38' 24"E
171.54'
N57°
2
2'
1
2"
E
178.
7
6'N03° 58' 41"E158.47'4
3
35
7654
8
B L O C K 4
38
38
C13
C2
0C21
C21
C20 C19 C18C17C22
C23
C24C25C26C27C28C29C30C31
C32
C33 C12
C13
C
1
4
C15C16C7
C8 C9 C10C11C6
C5C4C3C2
N
4
4
°
3
8
'
2
4
"W
2
8
.
2
8
'S45° 21' 36"W
28.28'S
4
4
°
3
8
'
2
4
"
E
2
8
.
2
8
'S45° 21' 36"W
28.28'N
4
4
°
3
8
'
2
4
"W
2
8
.
2
8
'S45° 21' 36"W
28.28'N
4
4
°
3
8
'
2
4
"W
2
8
.
2
8
'N45° 21' 36"E28.28'S
4
5
°
1
0
'
4
1
"
E
2
8
.
5
5
'S44° 49' 19"W
28.02'S
4
5
°
4
2
'
5
9
"
E
2
8
.
2
8
'S44° 17' 01"W
28.28'141.86'140.00'135.00'147.58'207.46'54.70'215.33'196.71'127.00'127.00'135.00'
136.78'S00° 21' 36"W181.50'S00° 21' 36"W181.50'S89° 38' 24"E
120.00'
S89° 50' 49"E
140.33'S00° 21' 36"W181.50'125.00'113.00'125.00'S00° 09' 11"W181.05'181.95'N
4
4
°
4
4
'
3
7
"W
2
8
.
3
4
'N45° 15' 23"E28.23'N
4
4
°
3
8
'
2
4
"W
2
8
.
2
8
'S45° 21' 36"W
28.28'99.92'
234.21'S89° 38' 24"E 124.00'132.33'S00° 21' 36"W181.50'120.00'
81.40'
S45° 42' 59"E
28.28'N44° 17' 01"E
28.28'
N44° 17' 01"E
28.28'
25.01'
71.40'
211.29'
120.00'S89° 38' 24"E 120.00'
120.00'132.48'120.00'150.33'212.06'
34.27'
204.16'124.33'
B L O C K 5
160.99'161.50'160.45'40.50'
OPEN SPACE LOT
138.82'127.00'30.01'50.01'S00° 42' 59"E281.83'S89° 38' 24"E 462.33'
57.06'
S89° 38' 24"E 535.40'
S89° 38' 24"E 533.83'S89° 38' 24"E 462.33'
70.00'N00° 42' 59"W281.83'S00° 21' 36"W433.00'N00° 09' 11"E433.00'S00° 21' 36"W433.00'S00° 21' 36"W432.99'N89° 17' 01"E 549.15'N89° 17' 01"E 443.78'
199.53'N00° 21' 36"E174.38'N84° 13' 43"W
133.34'
N31° 24' 24"W
15.00'S00° 21' 36"W150.83'50.01'70.00'
210.03'992.94'
70.00'
50.00'S00° 21' 36"W225.48'120.00'135.33'35.00'35.00'122.00'170.48'170.48'S45° 21' 36"W
28.28'S
4
4
°
3
8
'
2
4
"
E
2
8
.
2
8
'
S89° 17' 01"W
882.93'
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
JENKINS STREET156.10'CLAPP ROADTHORNTON ROADWINDER AVE25.00'151.83'5.00'
E. 49TH N.143.43'
OPEN SPACE LOT
OPEN SPACE LOT
5.00'
120.00'195.27'S0° 32' 37"W 1387.33'211.29'127.00'120.00'120.00'250.39'181.95'113.00'132.33'234.21'234.21'234.21'
250.39'
C1 SELLARS WAYB L O C K 4
70.00'
70.00'
35.00'
N89° 38' 24"W 1401.21'N0° 30' 12"E 1360.98'N89° 17' 01"E 1402.50'
234.21'234.21'234.21'234.21'N0° 30' 12"E 1360.98'250.39'250.39'113.00'113.00'181.95'181.95'181.95'181.95'181.95'181.95'196.71'127.00'30.01'30.01'30.01'195.27'211.29'195.27'S0° 32' 37"W 1387.33'211.29'
120.00'
150.33'120.00'
B L O C K 4
B L O C K 5
35.00'
35.00'
35.00'
35.00'
35.00'
S89° 17' 01"W
176.63'
S89° 17' 01"W
162.88'5.00'
922.93'
142.93'127.50'127.50'127.50'127.50'127.50'142.50'
12.98'
0.525 ACRES
S89° 38' 24"E
170.68'
S89° 38' 24"E
169.81'
FREEDOM FIELD ESTATES #2 FINAL PLAT.DWG
1:100
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
OFFICES AT:
310 N 2nd East, Suite 153
Rexburg, Idaho 83440
1331 Fremont Ave.
Idaho Falls, Idaho 83402
CAD NAME:
REVISION:
DATE:
SCALE:
EAGLE ROCK
NGINEERING
FREEDOM FIELD ESTATES
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
W E
S
N
SCALE: 1" = 100.0'
100'0 100'
SHEET 1 OF 2U N P L A T T E DUNPLATTEDBEING PART OF THE NE 1/4 OFSECTION 1, T.2N., R.38E., B.M.,
CITY OF IONA, BONNEVILLE COUNTY, ID
ADAM SNARR
JULIE LEHMANN
19021
KURT J. ROLAND
NOVEMBER 11, 2019
15' P.U.E.
15' P.U.E.
15' P.U.E.
15' P.U.E.
LEGEND
POINT OF BEGINNING
ROADWAY CENTERLINE
SECTION LINE
LOT LINE
BOUNDARY
15' PUBILC UTILITY EASEMENT
PLACED 1/2" IRON ROD WITH
CAP MARKED P.L.S. 9369
PLACED 5/8" x 24" IRON ROD
WITH CAP MARKED P.L.S. 9369
FOUND 5/8" x 24" IRON ROD
WITH CAP MARKED P.L.S 9369
OR AS NOTED
FOUND 1/2" IRON ROD WITH
CAP MARKED P.L.S 9369 OR
AS NOTED
SECTION CORNER
P.O.B.
DIVISION NO. 2
I, KURTIS J. ROLAND, A LICENSED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF IDAHO DO HEREBY
CERTIFY THAT THE SURVEY OF THIS SUBDIVISION
DESIGNATED AS FREEDOM FIELD ESTATES DIVISION
NO. 2 WAS MADE UNDER MY DIRECTION, AND THAT
SAID SUBDIVISION IS TRULY AND CORRECTLY STAKED
AS PROVIDED BY LAW AND IN ACCORDANCE WITH
THE ACCOMPANYING PLAT AS DESCRIBED HEREON.
SURVEYOR'S CERTIFICATE
FREEDOM FIELD ESTATES DIVISION No. 1 INSTRUMENT NO. 1127096N 1/4 COR OF SEC 1
T.2N., R.38E., B.M.
INSTRUMENT NO. 737580
CEN COR OF SEC 1
T.2N., R.38E., B.M.
INSTRUMENT NO. 1589375
P.O.B.
15' P.U.E.
NE COR OF SEC 1
T.2N., R.38E., B.M.
INSTRUMENT NO. 1563622
RECORDER'S CERTIFICATE
I HEREBY CERTIFY THAT THE FOREGOING PLAT OF FREEDOM FIELD ESTATES DIVISION NO. 2,
CITY OF IONA, BONNEVILLE COUNTY, IDAHO WAS FILED FOR RECORDING IN THE OFFICE OF
THE RECORDER OF BONNEVILLE COUNTY, IDAHO THIS ________ DAY OF ____________, 2019
AT ___________ M AND RECORDED UNDER INSTRUMENT NUMBER _____________________ .
____________________________
BONNEVILLE COUNTY RECORDER
I THE UNDERSIGNED COUNTY TREASURER IN FOR THE COUNTY OF BONNEVILLE, STATE OF
IDAHO, HAVING REVIEWED THIS PLAT PER THE REQUIREMENTS OF IDAHO CODE 50-1308,
DO HEREBY CERTIFY THAT ALL COUNTY TAXES FOR THE PROPERTY SHOWN AND DESCRIBED
ON THIS PLAT AS BEING SUBDIVIDED, ARE CURRENT.
_____________________________________
DATE BONNEVILLE COUNTY TREASURER
TREASURER'S CERTIFICATE
BOUNDARY DESCRIPTION
BEGINNING AT THE NORTH QUARTER CORNER OF
SECTION 1, TOWNSHIP 2 NORTH, RANGE 38 EAST, BOISE MERIDIAN, CITY OF IONA, BONNEVILLE
COUNTY, IDAHO; THENCE ALONG THE NORTH SECTION LINE OF SAID SECTION
N89°17'01”E 1402.50 FEET; THENCE RUNNING ALONG WEST BOUNDARY LINE OF INSTRUMENT
NO. 1127096 S00°32'37"W 1387.33 FEET TO THE NORTHEAST BOUNDARY CORNER OF FREEDOM
FIELD ESTATES DIVISION NO. 1; THENCE N89°38'24"W 1401.21 FEET ALONG THE NORTH
BOUNDARY LINE OF SAID SUBDIVISION TO THE NORTHWEST BOUNDARY CORNER OF SAID
SUBDIVISION; THENCE N00°30'12”E 1360.98'ALONG ALONG THE NORTH SOUTH CENTER SECTION
LINE OF SAID SECTION 1 TO THE NORTH QUARTER CORNER ALSO KNOWN AS THE POINT OF
BEGINNING, CONTAINING 44.217 ACRES.BASIS OF BEARINGSECTION LINEN00°30'12"E 2722.58'P.O.B.
INSTRUMENT NO. 15942461361.60'SECTION LINE - N89°17'01"E 2641.32'1238.82'INSTRUMENT NO. 995344UNPLATTEDINSTRUMENT NO. 1299532WEST CENTER CANAL
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
Length
5.48
26.23
87.26
66.11
25.43
31.70
31.70
22.10
72.08
84.61
31.70
31.70
56.37
62.83
59.37
31.70
31.70
64.51
72.97
41.53
31.70
18.16
13.54
86.54
69.80
22.45
31.70
36.62
32.34
73.99
89.29
13.75
25.66
Radius
45.00
45.00
60.00
60.00
60.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
Delta
6°58'25"
33°23'38"
83°19'33"
63°07'45"
24°16'49"
40°22'03"
40°22'03"
21°06'14"
68°50'00"
80°47'53"
40°22'03"
40°22'03"
53°49'59"
60°00'00"
56°41'42"
40°22'03"
40°22'03"
61°36'21"
69°40'39"
39°39'32"
40°22'03"
23°07'41"
17°14'23"
82°38'26"
66°39'27"
21°26'14"
40°22'03"
46°37'51"
30°52'46"
70°39'21"
85°16'13"
17°30'25"
32°40'05"
Chord
Bearing
N02°46'14"E
N22°57'15"E
S02°00'42"E
S75°14'21"E
N61°03'22"E
S69°05'59"W
N70°31'57"W
S60°54'03"E
N74°07'50"E
N00°41'06"W
S20°54'01"E
N70°10'35"E
S76°54'33"W
N46°10'28"W
N12°10'23"E
S20°20'12"W
S20°01'51"E
N09°24'42"W
N56°13'48"E
S69°06'07"E
N69°27'22"W
S78°47'46"W
S58°36'44"W
S88°41'14"E
S14°02'17"E
S30°00'33"W
N20°32'38"E
N22°57'19"W
S30°49'52"E
S19°56'12"W
N82°06'01"W
S48°13'07"E
S73°18'21"E
Chord
Length
5.47
25.86
79.77
62.82
25.24
31.05
31.05
21.98
67.82
77.77
31.05
31.05
54.32
60.00
56.98
31.05
31.05
61.45
68.55
40.71
31.05
18.04
13.49
79.23
65.93
22.32
31.05
35.62
31.95
69.39
81.28
13.70
25.31
FREEDOM FIELD ESTATES #2 FINAL PLAT.DWG
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
OFFICES AT:
310 N 2nd East, Suite 153
Rexburg, Idaho 83440
1331 Fremont Ave.
Idaho Falls, Idaho 83402
CAD NAME:
REVISION:
DATE:
SCALE:
EAGLE ROCK
NGINEERING
FREEDOM FIELD ESTATES
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665I, KURTIS J. ROLAND, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF IDAHO DO HEREBY CERTIFY THAT THE SURVEY OF THIS
SUBDIVISION DESIGNATED AS FREEDOM FIELD ESTATES DIVISION NO. 2
WAS MADE UNDER MY DIRECTION, AND THAT SAID SUBDIVISION IS
TRULY AND CORRECTLY STAKED AS PROVIDED BY LAW AND IN
ACCORDANCE WITH THE ACCOMPANYING PLAT AS DESCRIBED HEREON.
SURVEYOR'S CERTIFICATE
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF BONNEVILLE
ON THIS _____ DAY OF ___________ ,2019 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC
IN AND FOR SAID STATE, PERSONALLY APPEARED GREG HANSEN KNOWN OR IDENTIFIED TO ME
TO BE VICE PRESIDENT OF ROCKWELL HOMES, INC., SUBSCRIBED TO THE ATTACHED OWNER'S
CERTIFICATE AND UTILITIES CERTIFICATE, AND ACKNOWLEDGED TO ME THEY EXECUTED THE
SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE
DAY AND YEAR FIRST ABOVE WRITTEN.
___________________________________________ ________________________________
NOTARY PUBLIC FOR THE STATE OF IDAHO COMMISSION EXPIRATION DATE:
RESIDING IN BONNEVILLE COUNTY, IDAHO
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED ARE THE LAWFUL OWNERS OF
THE TRACT OF LAND INCLUDED IN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAVE
CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCKS, LOTS, STREETS AND EASEMENTS,
TO BE HEREAFTER KNOWN AS FREEDOM FIELD ESTATES DIVISION NO. 2, CITY OF IONA,
BONNEVILLE COUNTY, IDAHO.
BE IT FURTHER KNOWN THAT WE DO HEREBY DEDICATE TO THE PUBLIC ALL STREETS, ALLEYS,
AND RIGHT-OF-WAYS SHOWN HEREON, THAT WE ALSO GRANT AND CONVEY TO THE PUBLIC ALL
PUBLIC UTILITY EASEMENTS SHOWN HEREON AND THAT WE HEREBY WARRANT AND SHALL
DEFEND THE ESTATE SUBJECT TO SUCH DEDICATION AND CONVEYANCES IN THE QUIET AND
PEACEFUL POSSESSION OF THE PUBLIC AGAINST SAID OWNERS AND THEIR HEIRS AND ASSIGNS,
AND AGAINST EVERY PERSON WHOMSOEVER WHO LAWFULLY HOLDS OR WHO LATER CLAIMS TO
HAVE LAWFULLY HELD ANY RIGHTS IN SAID ESTATE AS OF THE DATE HEREOF.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS THIS _______ DAY OF
__________________, 2019.
ROCKWELL HOMES, INC.
__________________________
GREG HANSEN, VICE PRESIDENT
OWNER'S DEDICATION
NOTES
1. A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS HEREBY RESERVED WITHIN EACH LOT ALONG ALL
ROAD FRONTAGES. THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR
PUBLIC UTILITIES OR FOR ANY OTHER USES AS DESIGNATED ON THE PLAT.
2. ALL BUILDINGS AND SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE
COMPLIANT WITH THE APPLICABLE CITY OF IONA ZONING REGULATIONS.
3. THE CITY OF IONA WILL NOT MAINTAIN ROADS UNTIL CONSTRUCTED TO CITY OF IONA STANDARDS
AS SET FORTH IN THE ANNEXATION AGREEMENT FOR FREEDOM FIELD ESTATES AND OFFICIALLY
ACCEPTED. DRAINAGE SWALES (GUTTERS), PRIVATE DRIVEWAYS AND SIDEWALKS WILL BE
CONSTRUCTED AND MAINTAINED BY THE PROPERTY OWNER WITH THE CORRECT CROSS-SECTION AS
ILLUSTRATED ON THE APPROVED STREET SECTION DRAWING ATTACHED AS A SPECIAL CONDITION TO
THE ANNEXATION AGREEMENT.
4. THE CITY OF IONA REQUIRES A PERMIT FOR ANY CONSTRUCTION IN THE PUBLIC ROAD
RIGHT-OF-WAY OTHER THAN THE INITIAL CONSTRUCTION OF THE UTILITIES, ROADS, SIDEWALKS AND
APPROACHES.
5. CORNER SIDEWALK TREATMENTS IN EACH DIRECTION AT EACH INTERSECTION CORNER ARE
REQUIRED TO BE CONSTRUCTED PER THE DETAILS ON THE CITY APPROVED IMPROVEMENT PLANS.
6. NO DIRECT ACCESS TO LOTS FROM E. 49TH N.
7. LOT 38 BLOCK 4, LOT 38 BLOCK 5, AND LOT 8 BLOCK 8 ARE UNBUILDABLE LOTS AND RESERVED AS
OPEN SPACE/LANDSCAPE LOTS.
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER
1600270070D THIS SUBDIVISION IS NOT IN THE 100-YEAR FLOOD PLAIN.
FLOOD PLAIN NOTE
HEALTH DEPARTMENT CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN
SATISFIED BASED ON THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) APPROVAL OF THE
DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR
CONTINUED SATISFACTION OF THE 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 SINCE BEEN CONSTRUCTED OR IF THE
DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO
CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEQ, THEN SANITARY RESTRICTIONS
MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF
A CERTIFICATE OF DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER
REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED.
EASTERN IDAHO PUBLIC HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH SPECIALIST DATE:
SHEET 2 OF 2
ADAM SNARR
JULIE LEHMANN
19021
KURT J. ROLAND
NOVEMBER 11, 2019
DIVISION NO. 2
IRRIGATION WATER RIGHTS DISCLOSURE
THE PROPERTY INCLUDED IN THIS PLAT HAS PETITIONED FOR EXCLUSION FROM AND
RECEIVED AN ORDER OF EXCLUSION FROM PROGRESSIVE IRRIGATION.
DATE:_______________INSTRUMENT No.________________________
PURSUANT TO I.C. § 50-1334, ALL OF THE LOTS DEPICTED ON THIS PLAT ARE ELIGIBLE TO AND WILL RECEIVE WATER
FROM THE CITY OF IONA MUNICIPAL WATER SYSTEM. THE OWNER OF THE PROPERTY INCLUDED IN THIS PLAT
HEREBY CERTIFIES THAT THE CITY OF IONA HAS AGREED IN WRITING TO PROVIDE THIS WATER TO THE PROPERTY.
THE PROPERTY INCLUDED IN THIS PLAT WILL HAVE SEWER SERVICE FROM THE IONA BONNEVILLE SEWER DISTRICT.
THE OWNER OF THE PROPERTY INCLUDED IN THIS PLAT HEREBY CERTIFIES THAT THE DISTRICT HAS AGREED IN
WRITING TO PROVIDE SEWER SERVICE TO THE PROPERTY.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS THIS _______ DAY OF __________________, 2019.
ROCKWELL HOMES, INC.
__________________________
GREG HANSEN, VICE PRESIDENT
UTILITIES CERTIFICATE
THE FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF IONA,
IDAHO BY RESOLUTION ADOPTED THIS _____ DAY OF ________________ , 201____.
____________________________________________________
ACCEPTANCE - MAYOR ATTEST - CITY CLERK
I CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO AND THAT I HAVE
EXAMINED THIS PLAT AND FIND THAT IT COMPLIES WITH I.C. § 50-1305.
DATE:_______________
______________________________________________________
BONNEVILLE COUNTY SURVEYOR, SHANE REMER P.L.S. NO.12222
EXAMINING SURVEYOR'S CERTIFICATE
CITY ACCEPTANCE
BEING PART OF THE NE 1/4 OF SECTION 1, T.2N., R.38E., B.M.,
CITY OF IONA, BONNEVILLE COUNTY, ID
EAGLEROCK ENGINEERING WAS COMMISIONED BY ROCKWELL HOMES INC. TO PERFORM A
SURVEY ON PROPERTY LYING IN THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 2 NORTH,
RANGE 38 EAST OF THE BOISE MERIDIAN. RECORDS WERE COLLECTED FROM BONNEVILLE
COUNTY ASSESSORS OFFICE. CORNER PERPETUATION RECORDS INCLUDED THE
NORTHEAST CORNER (INSTRUMENT NO. 1563622), NORTH 1/4 CORNER (INSTRUMENT NO.
737580), AND THE CENTER 1/4 CORNER (INSTRUMENT NO.1589375). ALL SECTION
CORNERS WERE FOUND AND FIT CITY OF IDAHO FALLS DATUM. SUBDIVISION PLATS USED
WERE FREEDOM FIELDS ESTATES DIVISION NO. 1 (INSTRUMENT NO. 1594246), RUSHTON
ADDITION DIVISION NO. 1 (INSTRUMENT NO. 1009352), AND THE VILLAGE OF IONA AND
DENNING ADDITION (INSTRUMENT NO. 0318911). RECORD OF SURVEY USED WAS
INSTRUMENT NO. 1230293. DEEDS COLLECTED WERE INSTRUMENT NO. 1299532, 995344,
1127096, 1210194, 1223882, 1499698, AND 1513634. CITY OF IDAHO FALLS GROUND
CONTROL WAS USED FOR THIS PROJECT.
SURVEYOR'S NARRATIVE
23
34333231
36
37321
37
36
35
34 33 32
2627282930313029
28
27
26
25
24
22 21 20 19
321
6 5 4
25
24
5
67
1 2
23
22
2120191817
121314151618171615
B L O C K 6
B L O C K 7
B L O C K 8
B L O C K 5244.95'126.91'102.09'195.27'74.96'91.46'0.531 ACRES
0.542 ACRES
0.500 ACRES 0.500 ACRES 0.500 ACRES
0.500 ACRES
0.500 ACRES
0.516 ACRES 0.500 ACRES
0.569 ACRES
0.519 ACRES
0.569 ACRES
0.560 ACRES
0.560 ACRES
0.525 ACRES
0.512 ACRES 0.518 ACRES0.504 ACRES
0.503 ACRES 0.503 ACRES 0.503 ACRES 0.559 ACRES0.557 ACRES 0.503 ACRES 0.503 ACRES
0.520 ACRES
0.583 ACRES
0.520 ACRES
0.533 ACRES0.690 ACRES 0.525 ACRES 0.586 ACRES
0.550 ACRES
0.557 ACRES
0.587 ACRES
0.516 ACRES
0.520 ACRES
0.565 ACRES
0.621 ACRES
0.565 ACRES
0.565 ACRES
0.089 ACRES
0.790 ACRES
0.499 ACRES
0.520 ACRES
0.100 ACRES
0.612 ACRES
0.653 ACRES
0.523 ACRES
0.508 ACRES
0.508 ACRES
0.518 ACRES
122.50'127.50'127.50'S00° 42' 59"E171.83'127.50'127.50'127.50'S00° 42' 59"E171.83'S00° 42' 59"E171.83'S00° 42' 59"E171.83'S00° 42' 59"E171.83'S00° 42' 59"E171.83'N89° 38' 24"W
179.33'
S57°
3
2'
0
2"
W
206.
1
5'S00° 21' 36"W175.97'S00° 21' 36"W178.30'S00° 21' 36"W184.69'S00° 21' 36"W186.94'S00° 21' 36"W189.20'120.02'120.02'115.72'114.31'124.02'162.52'161.50'S00° 21' 36"W181.50'S00° 21' 36"W181.50'S00° 21' 36"W181.50'124.28'
S89° 38' 24"E
200.00'S00° 21' 36"W181.50'S89° 38' 24"E
200.00'162.01'161.50'161.50'S00° 21' 36"W181.50'135.55'
115.55'120.00'116.78'124.94'180.00'105.00'113.00'105.00'123.63'180.00'
114.67'120.00'
134.67'
124.21'140.95'5.00'151.83'122.93'138.82'120.00'120.00'
135.33'120.00'
115.00'120.00'104.32'S41° 46' 10"W
241.45'S00° 21' 36"W190.48'S00° 21' 36"W190.48'S00° 21' 36"W190.48'120.00'115.33'120.00'
120.33'
120.00'115.55'116.78'
N89° 38' 24"W
163.76'N3
7
°
4
3
'
4
3
"W
1
9
6
.
5
0
'S00° 21' 36"W181.50'N89° 38' 24"W
142.69'
N89° 38' 24"W
164.10'
130.33'
120.33'127.00'226.75'S00° 21' 36"W181.50'S00° 21' 36"W190.48'S00° 21' 36"W190.48'S00° 21' 36"W186.87'161.50'135.00'161.50'0.515 ACRES
68.72'0.689 ACRES
0.552 ACRES
S89° 38' 24"E
159.79'
S5
0
°
1
7
'
1
0
"
E
1
8
9
.
3
2
'S00° 21' 36"W169.81'S45° 42' 59"E
28.28'
0.672 ACRES
0.499 ACRES
0.524 ACRES
0.572 ACRES
0.524 ACRES
183.81'
0.579 ACRES
0.581 ACRES
S00° 21' 36"W165.49'S62
°
0
6
'
4
3
"
E
16
6
.
6
9
'
S89° 38' 24"E
171.54'
N57°
2
2'
1
2"
E
178.
7
6'N03° 58' 41"E158.47'4
3
35
7654
8
B L O C K 4
38
38
C13
C2
0C21
C21
C20 C19 C18C17C22
C23
C24C25C26C27C28C29C30C31
C32
C33 C12
C13
C
1
4
C15C16C7
C8 C9 C10C11C6
C5C4C3C2
N
4
4
°
3
8
'
2
4
"W
2
8
.
2
8
'S45° 21' 36"W
28.28'S
4
4
°
3
8
'
2
4
"
E
2
8
.
2
8
'S45° 21' 36"W
28.28'N
4
4
°
3
8
'
2
4
"W
2
8
.
2
8
'S45° 21' 36"W
28.28'N
4
4
°
3
8
'
2
4
"W
2
8
.
2
8
'N45° 21' 36"E28.28'S
4
5
°
1
0
'
4
1
"
E
2
8
.
5
5
'S44° 49' 19"W
28.02'S
4
5
°
4
2
'
5
9
"
E
2
8
.
2
8
'S44° 17' 01"W
28.28'141.86'140.00'135.00'147.58'207.46'54.70'215.33'196.71'127.00'127.00'135.00'
136.78'S00° 21' 36"W181.50'S00° 21' 36"W181.50'S89° 38' 24"E
120.00'
S89° 50' 49"E
140.33'S00° 21' 36"W181.50'125.00'113.00'125.00'S00° 09' 11"W181.05'181.95'N
4
4
°
4
4
'
3
7
"W
2
8
.
3
4
'N45° 15' 23"E28.23'N
4
4
°
3
8
'
2
4
"W
2
8
.
2
8
'S45° 21' 36"W
28.28'99.92'
234.21'S89° 38' 24"E 124.00'132.33'S00° 21' 36"W181.50'120.00'
81.40'
S45° 42' 59"E
28.28'N44° 17' 01"E
28.28'
N44° 17' 01"E
28.28'
25.01'
71.40'
211.29'
120.00'S89° 38' 24"E 120.00'
120.00'132.48'120.00'150.33'212.06'
34.27'
204.16'124.33'
B L O C K 5
160.99'161.50'160.45'40.50'
OPEN SPACE LOT
138.82'127.00'30.01'50.01'S00° 42' 59"E281.83'S89° 38' 24"E 462.33'
57.06'
S89° 38' 24"E 535.40'
S89° 38' 24"E 533.83'S89° 38' 24"E 462.33'
70.00'N00° 42' 59"W281.83'S00° 21' 36"W433.00'N00° 09' 11"E433.00'S00° 21' 36"W433.00'S00° 21' 36"W432.99'N89° 17' 01"E 549.15'N89° 17' 01"E 443.78'
199.53'N00° 21' 36"E174.38'N84° 13' 43"W
133.34'
N31° 24' 24"W
15.00'S00° 21' 36"W150.83'50.01'70.00'
210.03'992.94'
70.00'
50.00'
97.
1
1
'107.00'S00° 21' 36"W225.48'120.00'135.33'35.00'35.00'122.00'170.48'170.48'S45° 21' 36"W
28.28'S
4
4
°
3
8
'
2
4
"
E
2
8
.
2
8
'
S89° 17' 01"W
882.93'
WILLIAMS WAY
DUTSON DRIVE
SMITH DRIVE
JENKINS STREET156.10'CLAPP ROADTHORNTON ROADWINDER AVE25.00'151.83'5.00'
E. 49TH N.143.43'
OPEN SPACE LOT
OPEN SPACE LOT
5.00'
120.00'195.27'S0° 32' 37"W 1387.33'211.29'127.00'120.00'120.00'250.39'181.95'113.00'132.33'234.21'234.21'234.21'
250.39'
C1 SELLARS WAYB L O C K 4
70.00'
70.00'
35.00'
N89° 38' 24"W 1401.21'N0° 30' 12"E 1360.98'N89° 17' 01"E 1402.50'
234.21'234.21'234.21'234.21'N0° 30' 12"E 1360.98'250.39'250.39'113.00'113.00'181.95'181.95'181.95'181.95'181.95'181.95'196.71'127.00'30.01'30.01'30.01'195.27'211.29'195.27'S0° 32' 37"W 1387.33'211.29'
120.00'
150.33'120.00'
B L O C K 4
B L O C K 5
35.00'
35.00'
35.00'
35.00'
35.00'
S89° 17' 01"W
176.63'
S89° 17' 01"W
162.88'5.00'
922.93'
142.93'127.50'127.50'127.50'127.50'127.50'142.50'
12.98'
0.525 ACRES
S89° 38' 24"E
170.68'
S89° 38' 24"E
169.81'
110.88'
1
0
3
.
4
7
'
124.
0
7'106.42'108.88'110.
9
6
'
35.00'
35.00'
35.00'35.00'
35.00'
35.00'
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
Length
5.48
26.23
87.26
66.11
25.43
31.70
31.70
22.10
72.08
84.61
31.70
31.70
56.37
62.83
59.37
31.70
31.70
64.51
72.97
41.53
31.70
18.16
13.54
86.54
69.80
22.45
31.70
36.62
32.34
73.99
89.29
13.75
25.66
Radius
45.00
45.00
60.00
60.00
60.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
60.00
60.00
60.00
45.00
45.00
Delta
6°58'25"
33°23'38"
83°19'33"
63°07'45"
24°16'49"
40°22'03"
40°22'03"
21°06'14"
68°50'00"
80°47'53"
40°22'03"
40°22'03"
53°49'59"
60°00'00"
56°41'42"
40°22'03"
40°22'03"
61°36'21"
69°40'39"
39°39'32"
40°22'03"
23°07'41"
17°14'23"
82°38'26"
66°39'27"
21°26'14"
40°22'03"
46°37'51"
30°52'46"
70°39'21"
85°16'13"
17°30'25"
32°40'05"
Chord
Bearing
N02°46'14"E
N22°57'15"E
S02°00'42"E
S75°14'21"E
N61°03'22"E
S69°05'59"W
N70°31'57"W
S60°54'03"E
N74°07'50"E
N00°41'06"W
S20°54'01"E
N70°10'35"E
S76°54'33"W
N46°10'28"W
N12°10'23"E
S20°20'12"W
S20°01'51"E
N09°24'42"W
N56°13'48"E
S69°06'07"E
N69°27'22"W
S78°47'46"W
S58°36'44"W
S88°41'14"E
S14°02'17"E
S30°00'33"W
N20°32'38"E
N22°57'19"W
S30°49'52"E
S19°56'12"W
N82°06'01"W
S48°13'07"E
S73°18'21"E
Chord
Length
5.47
25.86
79.77
62.82
25.24
31.05
31.05
21.98
67.82
77.77
31.05
31.05
54.32
60.00
56.98
31.05
31.05
61.45
68.55
40.71
31.05
18.04
13.49
79.23
65.93
22.32
31.05
35.62
31.95
69.39
81.28
13.70
25.31
FREEDOM FIELD ESTATES #2 FINAL PLAT.DWG
1:100
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
OFFICES AT:
310 N 2nd East, Suite 153
Rexburg, Idaho 83440
1331 Fremont Ave.
Idaho Falls, Idaho 83402
CAD NAME:
REVISION:
DATE:
SCALE:
EAGLE ROCK
NGINEERING
FREEDOM FIELD ESTATES
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
W E
S
N
SCALE: 1" = 100.0'
100'0 100'U N P L A T T E DUNPLATTEDBEING PART OF THE NE 1/4 OF SECTION 1, T.2N., R.38E., B.M.,CITY OF IONA, BONNEVILLE COUNTY, ID
ADAM SNARR
JULIE LEHMANN
19021
KURT J. ROLAND
NOVEMBER 11, 2019
15' P.U.E.
15' P.U.E.
15' P.U.E.
15' P.U.E.
LEGEND
POINT OF BEGINNING
ROADWAY CENTERLINE
SECTION LINE
LOT LINE
BOUNDARY
15' PUBILC UTILITY EASEMENT
PLACED 1/2" IRON ROD WITH
CAP MARKED P.L.S. 9369
PLACED 5/8" x 24" IRON ROD
WITH CAP MARKED P.L.S. 9369
FOUND 5/8" x 24" IRON ROD
AS NOTED
FOUND 1/2" IRON ROD WITH
AS NOTED
SECTION CORNER
P.O.B.
DIVISION NO. 2
FREEDOM FIELD ESTATES DIVISION No. 1 INSTRUMENT NO. 1127096N 1/4 COR OF SEC 1
T.2N., R.38E., B.M.
INSTRUMENT NO. 737580
CEN COR OF SEC 1
T.2N., R.38E., B.M.
INSTRUMENT NO. 1589375
P.O.B.
15' P.U.E.
NE COR OF SEC 1
T.2N., R.38E., B.M.
INSTRUMENT NO. 1209382
BASIS OF BEARINGSECTION LINEN00°30'12"E 2722.58'P.O.B.
INSTRUMENT NO. 15942461361.60'SECTION LINE - N89°17'01"E 2641.32'1238.82'INSTRUMENT NO. 995344UNPLATTEDINSTRUMENT NO. 1299532WEST CENTER CANALEXHIBIT "A"
35' FRONTAGE LENGTHS
Bonneville County
Corner Record Information Verification
I, KURTIS J. ROLAND, a licensed professional land surveyor in the State of Idaho, do hereby
certify that the monument and accessories described on the Corner Record(s) listed below are
in substantial agreement with data generated from field work conducted by me or under my
supervision for the FREEDOM FIELDS 2 project and a new Corner Record is not required to be
filed as per Section 55-1604, Idaho Code.
Corner 1 Corner 2
Inst. No. 1563622 Inst. No. 737580
Corner Cross Index A-25 Corner Cross Index A-23____
Section No. 1 Section No. 1
Township No. 2 NORTH Township No. _2 NORTH__
Range No. 38 EAST Range No. 38 EAST
Corner 3 Corner 4
Inst. No. 1589375 Inst. No.
Corner Cross Index C-23 Corner Cross Index
Section No. 1 Section No.
Township No. 2 NORTH___ Township No.
Range No. 38 EAST__ Range No.
Date: NOVEMBER 12, 2019
TAB G
CITY OF IONA
3548 North Main
P.O. Box 487
Jona , Idaho 83427
Application for Variance
Name:
Address:
Site Address:
Current Zo ne: ~-\
Description: (i .e. Addition, Division No ., Lot, Block) J, .
APPLICATION ACCEPTED BY:
APPLICATION FEE RECEIVED : $
NOTICE PUBLIS HED : Da te : \0 ~
SITE POSTED : Da te:\\ O\J)
NOTICE TO RESIDENTS : Da te : C)
PERMIT APPROVED : PERMI T DENIED :
CONDITIONS IMPOSED :
ADDI TIONAL SHEE TS MAY BE USED AS N EEDED
C ITY OF IONA PLANNING & ZONING
Phone: (208) 523-5600
Fax : (208) 535 -0087
Hello,
My name is Karyn Boicelli. I am the second daughter of Meredith Taylor. I have recently moved back to
Iona, and presently living with my dad.
We are asking for a variance on his property in order to build myself a small home where I plan on living
the rest of my life.
The home will be small but beautiful. I plan on adding a sprinkler system, and beautiful flower beds.
It will be vinyl siding with a metal roof, a nice front patio, and a small back deck.
I hope you will take this in consideration, as I hope to be a contributing part of this community.
Thank you,
Karyn Boicelli
r
L 10 �•
!3P02N38&01001
4, • .
15001 J
TAB H
Cfl'Y OF IONA
November 5, 2019
BONNEVILLE COUNTY RESULTS
NOVEMBER 5, 2019
CITY OF IONA
CITY OF IONA VOTING STATISTICS
COUNCIL
MEMBERS
4 Year Term
Vote for Two ti=
.9
I
I
:::,
(.)
ro rn
C
rn 0 rn .... :;:::; ....
2 ~ 2
0 vi 0 > .C) >
"CJ Q) -0
Q) (Y Q) .... ....
:::c:
I-
D::
>-0
~ 3:
Cl) w C
I-(!) ; (.) I-I z D:: I D:: u w I w LU lD I I-(Y 0 ! w a.. D:: I a.
Q) Q) ->, -vi -~ co .!!1
Cl 0 Cl co
Q) Q) (.) C (Y .Q 0::: rn .... u -:§ 0 0 .... Q) .... ro Q) iii Q) CD I-.0 ..... .c ..... (.) E 0 E 0 z :::, .... :::, .... u z Q) z Q)
.0 .0
LU rn E ]i E (Y 0 :::, 0 ::::, a.. I-z I-z
I
41 45 I 52
42 22 20 I. ·---·
41 627 0 627 61
42 645 1 646 24 ---. -·-----·--44 0 I 0 44 0 0 0 0 ... ·----·---·-----· -· -~----Absentee 3 3 Absentee 4
TOTAL 70 75 TOTAL 1272 1 1273 89
-0
2
0 > ro .c -rn ....
Q) -g
"CJ
Q) ....
Q)
vi .C)
Q)
(Y .....
0
~ 0
9.73%
3.72% ----
-----·---
6.99%
STATE OF IDAHO COUNTY OF BONNEVILLE \\\\\\III////IJ111 ,,,, I 'NT" 111, ~''\ <:,~'!-.. r_ ~O~'l,;, ~a_ .. ·· ·---.~~ ~ C::, : 00NNE, V/(. · •. _ <{1 ~ := Q::-. (.,c,... ----'<t' <' . 0 -~0: ·~ .=2~ =.c a::, _: rn::: ;;. _,, : ~.:::-~ -,. -0uNT" .-· <:.,:, ~ ~ ·•. ······ ~ ~ .,.,,.,,,/ 1DAHO ,,,,, /,-it11,,:i r-\\\\\\\\ STATE OF IDAHO COUNTY OF BONNEVILLE :\\\\\\\\\ \1111/IIJJl ~, .... ~~:,.,,,. ~'~ .•• •········· ~¼ ~/...(7.. ·· 1~ 1::-.....-· ·• ..• ~ .. . . .,., -1 it BONNEVILLE\ \ : ; ""'u.lTV : = : ~. \.,VUnl I : = ; ·.. ... § ~-41t··•. ..•·*~ ~ ••············ ~ ,,4.,.,1: IOAHO :\~,~ 71111111111\\\ ,,,,._ } ss. We, the commissioners of the county and state aforesaid, acting as a Board of Canvassers of Election, do hereby state that the attached is a true and complete abstract of all votes cast within this county at the Consolidated Election held November 5, 20;-e;-as_ shown by the records now on file in the County Clerk's office. Attest: }w~ 11Y1amwt9 CIP.rk Cle ... } ss I, Penny Manning, County Clerk of said county and state, do hereby certify that the attached is a full, true and complete copy of the abstract of votes for the issue therein named as appeared on the election ballot held November 5, 2019, for the City of Iona as shown by the record of the Board of Canvassers filed in my office this 12th day of November, 2019. ~~ Countyelerk ~