HomeMy WebLinkAboutOrd_Appendix B - September 2023CITY OF REXBURG
ORDINANCE APPENDIX B - SEPTEMBER 2023
NOW THEREFORE, be it ordained by the Council of the City of Rexburg, in the
State of Idaho, as follows:
SECTION 1: AMENDMENT “10.08.010 Blocks” of the Rexburg
Development Code is hereby amended as follows:
AM E N D M E N T
10.08.010 Blocks
A.Block lengths shall are required to not exceed seven -hundred (700’) feet as measured
along the street centerline intersection to centerline intersection.
1.Exception. Block lengths may extend up to one thousand four hundred
(1400') feet with approval from the Public Works Director.
B.Block design shall provide for two (2) tiers of lots except under special conditions
where this is not feasible or practical.
SECTION 2: AMENDMENT “APPENDIX B ENGINEERING
STANDARDS” of the Rexburg Development Code is hereby amended as follows:
AM E N D M E N T
APPENDIX B ENGINEERING STANDARDS
RESOLUTION 2016-15ENGINEERING STANDARDS
(Updating Resolution 2008 – 17) BE IT RESOLVED by the Mayor and City Council of the
City of Rexburg, Idaho that effective December 7th, 2016, the City of Rexburg adopts the
standards and specification set forth in the current edition of the Idaho Standards for Public
Works Construction and Supplemental Conditions - Standard Drawings & Specifications, as
the City of Rexburg’s minimum Standard Drawings & Specifications and any additions,
amendments or addenda thereto established by the City Engineer. FURTHERMORE, ANY
SUBDIVISION WHICH SHALL REQUEST ANNEXATION INTO THE City of Rexburg
or any subdivision which is in the Rexburg Impact Zone and all lots less than one acre in size,
must be in substantial compliance with the Rexburg Standard Drawings & Specifications prior
to being annexed or approved, unless modified by an annexation or development agreement.
The terms of this resolution, if in conflict with any existing Ordinances or Resolutions, shall be
controlling. Specifically, this Resolution applies to Chapter 13 of the City of Rexburg
Development Code.
ADDITIONALLY, the City establishes the following policies and guidelines. The City of
Rexburg reserves the right to place on hold / shut down any project due to the springtime thaw.
STANDARD ENGINEERING DRAWINGS LINK
A.STREETS – Streets shall have as a minimum:
1.7’ Landscape Strip followed by a 5' wide Portland Cement concrete sidewalks
on both sides of street per City of Rexburg Standards.
2.Curb & Gutter (as required per zoning)
a.Portland Cement Concrete Curb & Gutter on both sides.
b.Minimum grade = 0.30%.
3.Street Ballast Thickness
a.Residential Streets
(1)2 1/2-inch thickness of hot asphalt plant mix.
(2)3 1/2-inch thickness of 3/4-inch Aggregate Base.
(3)Granular sub base material thickness as required by the City
Engineer. (Normally 12 inches with Mirafi 160 N or
approved equal geotextile fabric below and up sides, but may
vary depending on traffic volumes and strength of subgrade
soils.)
b.Arterial Streets & Heavy Duty Industrial Commercial Streets
(1)3 1/2-inch thickness of hot asphalt plant mix.
(2)6-inch thickness of 3/4-inch Aggregate Base.
(3)Granular sub base material thickness as required by City
Engineer. (Normally 20 inches with Mirafi 160 N or
approved equal geotextile fabric below and up sides, but may
vary depending on traffic volumes and strength of sub grade
soils.)
4.Asphalt Chip Seal of street surfaces to be placed within 2 years of the date the
street surface is constructed or may be included in a City Seal Coat project if
such is approved in the Annexation/Development Agreement.
5.Street right-of-way widths and curb-to-curb widths shall be as per City of
Rexburg Standards for the street type, unless otherwise approved by the City
Engineer.
6.Testing of street construction to be in accordance with current ISPWC.
7.PEO (Pedestrian Emphasis Overlay)
a.Minimum of a 7’ Landscape Strip followed by an 8' wide Portland
Cement concrete sidewalk per City of Rexburg Standard Drawings.
b.Back of sidewalk to be installed at property line unless otherwise
approved by City Engineer.
B.STREET LIGHTING
1.All street light wiring installed for the City of Rexburg shall be in an approved
method of electrical conduit according to the currently adopted National
Electrical Code (NEC).
2.No direct burial cable without conduit shall be accepted by the City of
Rexburg if owned by, or proposed to be owned by the City of Rexburg.
3.All installations of electrical wiring for the purpose of street lighting shall meet
ADDITIONALLY, the City establishes the following policies and guidelines. The City ofRexburg reserves the right to place on hold / shut down any project due to the springtime thaw.STANDARD ENGINEERING DRAWINGS LINKA.STREETS – Streets shall have as a minimum:1.7’ Landscape Strip followed by a 5' wide Portland Cement concrete sidewalkson both sides of street per City of Rexburg Standards.2.Curb & Gutter (as required per zoning)a.Portland Cement Concrete Curb & Gutter on both sides.b.Minimum grade = 0.30%.3.Street Ballast Thicknessa.Residential Streets(1)2 1/2-inch thickness of hot asphalt plant mix.(2)3 1/2-inch thickness of 3/4-inch Aggregate Base.(3)Granular sub base material thickness as required by the CityEngineer. (Normally 12 inches with Mirafi 160 N orapproved equal geotextile fabric below and up sides, but mayvary depending on traffic volumes and strength of subgradesoils.)b.Arterial Streets & Heavy Duty Industrial Commercial Streets(1)3 1/2-inch thickness of hot asphalt plant mix.(2)6-inch thickness of 3/4-inch Aggregate Base.(3)Granular sub base material thickness as required by CityEngineer. (Normally 20 inches with Mirafi 160 N orapproved equal geotextile fabric below and up sides, but mayvary depending on traffic volumes and strength of sub gradesoils.)4.Asphalt Chip Seal of street surfaces to be placed within 2 years of the date thestreet surface is constructed or may be included in a City Seal Coat project ifsuch is approved in the Annexation/Development Agreement.5.Street right-of-way widths and curb-to-curb widths shall be as per City ofRexburg Standards for the street type, unless otherwise approved by the CityEngineer.6.Testing of street construction to be in accordance with current ISPWC.7.PEO (Pedestrian Emphasis Overlay)a.Minimum of a 7’ Landscape Strip followed by an 8' wide PortlandCement concrete sidewalk per City of Rexburg Standard Drawings.b.Back of sidewalk to be installed at property line unless otherwiseapproved by City Engineer.B.STREET LIGHTING1.All street light wiring installed for the City of Rexburg shall be in an approved
method of electrical conduit according to the currently adopted National
Electrical Code (NEC).
2.No direct burial cable without conduit shall be accepted by the City of
Rexburg if owned by, or proposed to be owned by the City of Rexburg.
3.All installations of electrical wiring for the purpose of street lighting shall meet3.All installations of electrical wiring for the purpose of street lighting shall meet
the current NEC adopted by the City.
4.All new conduits installed shall also be inspected by a City of Rexburg
Designated official prior to covering.
5.As-built electronic drawings must be submitted to City of Rexburg.
6.All street lighting to comply with City of Rexburg Standard drawings and
Chapter 10 of the City of Rexburg Development Code.
7.Street lights at intersection shall be American Electric Lighting number ATBM
D MVOLT R3 AO with Hapco RTA30D8B4T1E or as approved by City
Engineer.
8.A light as defined in g. above may also be required mid-block if the spacing
between intersections exceeds 400 feet.
9.PEO (Pedestrian Emphasis Overlay)
a.Street lighting to be have a maximum spacing of 100 feet on each side
of the street.
10.Street light model to be EH22 FT 63LED 525MA 4K GCF R2 MVOLT
ANDB/EAE5-1 FINISH ANDB/ EPSX-20-S5 FINISH ANDB or as
approved by the City Engineer.
C.STORM SEWER
1.Minimum storm drain pipe size shall be 12-inch diameter.
2.Manholes shall be spaced per IDAPA.
3.At manholes, pipes of differing diameters shall be located (vertically) so as to
match their 0.6 diameter points.
4.Minimum pipe grades shall be per the IDAPA.
5.Storm Sewer mains shall be stubbed out to the edges of developing property
to allow for future storm sewer main line service to adjacent property. Storm
Sewer mains shall be kept as deep as practical beyond development to provide
the possibility of storm sewer service.
6.Developers are financially responsible for a minimum twelve (12) -inch
diameter storm drain main or such larger size storm drain size as may be
needed to provide for storm drainage run off from the proposed new
development.
7.Developers are financially responsible for storm drain line depth up to sixteen
feet (16') to pipe flow line. Deeper depths that are necessitated to serve
adjacent yet-to-be developed property will be participated in by the City as
such may be approved in the Annexation/Development Agreement.
8.Storm Runoff
a.Storm drainage rainfall values and run off coefficients shall be as
established in accordance with State of Idaho Catalog of Storm Water
Best Management Practices.
b.The peak flow rate and maximum water surface elevations must be
calculated for the 100-year/1-hour storm event.
c.The overflow route shall direct the 100-year/1-hour post-development
flow safely towards the downstream conveyance system. Facilities
that do not have an adequate overflow location or bypass path must
be sized to fully infiltrate/drain the 100-year/1-hour event.
d.The City of Rexburg uses the 25-year/1-hour event for sizing of on-
3.All installations of electrical wiring for the purpose of street lighting shall meetthe current NEC adopted by the City.4.All new conduits installed shall also be inspected by a City of RexburgDesignated official prior to covering.5.As-built electronic drawings must be submitted to City of Rexburg.6.All street lighting to comply with City of Rexburg Standard drawings andChapter 10 of the City of Rexburg Development Code.7.Street lights at intersection shall be American Electric Lighting number ATBMD MVOLT R3 AO with Hapco RTA30D8B4T1E or as approved by CityEngineer.8.A light as defined in g. above may also be required mid-block if the spacingbetween intersections exceeds 400 feet.9.PEO (Pedestrian Emphasis Overlay)a.Street lighting to be have a maximum spacing of 100 feet on each sideof the street.10.Street light model to be EH22 FT 63LED 525MA 4K GCF R2 MVOLTANDB/EAE5-1 FINISH ANDB/ EPSX-20-S5 FINISH ANDB or asapproved by the City Engineer.C.STORM SEWER1.Minimum storm drain pipe size shall be 12-inch diameter.2.Manholes shall be spaced per IDAPA.3.At manholes, pipes of differing diameters shall be located (vertically) so as tomatch their 0.6 diameter points.4.Minimum pipe grades shall be per the IDAPA.5.Storm Sewer mains shall be stubbed out to the edges of developing propertyto allow for future storm sewer main line service to adjacent property. StormSewer mains shall be kept as deep as practical beyond development to providethe possibility of storm sewer service.6.Developers are financially responsible for a minimum twelve (12) -inchdiameter storm drain main or such larger size storm drain size as may beneeded to provide for storm drainage run off from the proposed newdevelopment.7.Developers are financially responsible for storm drain line depth up to sixteenfeet (16') to pipe flow line. Deeper depths that are necessitated to serveadjacent yet-to-be developed property will be participated in by the City assuch may be approved in the Annexation/Development Agreement.8.Storm Runoffa.Storm drainage rainfall values and run off coefficients shall be asestablished in accordance with State of Idaho Catalog of Storm WaterBest Management Practices.b.The peak flow rate and maximum water surface elevations must be
calculated for the 100-year/1-hour storm event.
c.The overflow route shall direct the 100-year/1-hour post-development
flow safely towards the downstream conveyance system. Facilities
that do not have an adequate overflow location or bypass path must
be sized to fully infiltrate/drain the 100-year/1-hour event.
d.The City of Rexburg uses the 25-year/1-hour event for sizing of on-d.The City of Rexburg uses the 25-year/1-hour event for sizing of on-
site runoff storage facility, if it can be shown that downstream
facilities can safely accommodate flows in excess of the 25-year/1-
hour event.
e.Discharge into existing facilities must be restricted to the pre-
development level unless otherwise approved by City Engineer.
f.Catch basin grate must be Neenah Model Number R-3067 or
approved equal. Catch Basins must be designed to accept peak runoff
flow rate.
9.Acceptance of the storm sewer facilities are based on the following criteria:
a.Bedding and backfilling of trenches shall be constructed in
accordance with current ISPWC, unless otherwise specified by City
Engineer.
b.Perform all testing in the presence of the City Engineer or his assigned
agent.
c.Testing per ISPWC Specifications.
d.Final Testing: Perform final testing after backfilling and compaction
and following installation of other utilities, but prior to surface
restoration.
e.On-site runoff storage facilities must be inspected prior to final surface
restoration.
f.A signed “Letter of Acceptance” from the City will be required prior
to final surface reconstruction (i.e.: paving, landscaping, etc.).
D.WATERLINES
1.Water lines shall be Class 50 Ductile Iron. Minimum water main size shall be
8-inch diameter, unless a 6-inch line is specifically approved by the City
Engineer.
2.Water service stub outs are to be placed at corner of the lot where practical.
Water meters and curb stops are to be placed within the landscaping strip. The
water service lines are to be extended to the back of the utility easement. Refer
to Utility Location Standard Drawing.
3.Fire flow requirements, fire hydrant spacing and related waterline size(s) shall
be as required in the International Fire Code for zones or developments.
4.Gridded and/or looped water mains are to be installed whenever possible. Six
(6)-inch mains may have up to three hundred (300) feet of dead end service
with one standard fire hydrant; eight (8) -inch or larger mains, up to five
hundred (500) feet of dead-end service with up to two (2) standard fire
hydrants or one standard fire hydrant and one fire sprinkler system on the
dead-end. Flush hydrants are not allowed in place of standard fire hydrant.
5.Minimum depth of cover over water mains shall be 5 feet unless otherwise
approved by the City Engineer.
6.Water mains shall be valved at intersections and other locations so that not
more than 600-foot-long segment of water main has to be taken out-of-service
to provide needed maintenance / repair work. Additional valving may be
required for construction and testing purposes.
Water mains shall be stubbed-out to the edges of developing property to allow
d.The City of Rexburg uses the 25-year/1-hour event for sizing of on-site runoff storage facility, if it can be shown that downstreamfacilities can safely accommodate flows in excess of the 25-year/1-hour event.e.Discharge into existing facilities must be restricted to the pre-development level unless otherwise approved by City Engineer.f.Catch basin grate must be Neenah Model Number R-3067 orapproved equal. Catch Basins must be designed to accept peak runoffflow rate.9.Acceptance of the storm sewer facilities are based on the following criteria:a.Bedding and backfilling of trenches shall be constructed inaccordance with current ISPWC, unless otherwise specified by CityEngineer.b.Perform all testing in the presence of the City Engineer or his assignedagent.c.Testing per ISPWC Specifications.d.Final Testing: Perform final testing after backfilling and compactionand following installation of other utilities, but prior to surfacerestoration.e.On-site runoff storage facilities must be inspected prior to final surfacerestoration.f.A signed “Letter of Acceptance” from the City will be required priorto final surface reconstruction (i.e.: paving, landscaping, etc.).D.WATERLINES1.Water lines shall be Class 50 Ductile Iron. Minimum water main size shall be8-inch diameter, unless a 6-inch line is specifically approved by the CityEngineer.2.Water service stub outs are to be placed at corner of the lot where practical.Water meters and curb stops are to be placed within the landscaping strip. Thewater service lines are to be extended to the back of the utility easement. Referto Utility Location Standard Drawing.3.Fire flow requirements, fire hydrant spacing and related waterline size(s) shallbe as required in the International Fire Code for zones or developments.4.Gridded and/or looped water mains are to be installed whenever possible. Six(6)-inch mains may have up to three hundred (300) feet of dead end servicewith one standard fire hydrant; eight (8) -inch or larger mains, up to fivehundred (500) feet of dead-end service with up to two (2) standard firehydrants or one standard fire hydrant and one fire sprinkler system on thedead-end. Flush hydrants are not allowed in place of standard fire hydrant.5.Minimum depth of cover over water mains shall be 5 feet unless otherwise
approved by the City Engineer.
6.Water mains shall be valved at intersections and other locations so that not
more than 600-foot-long segment of water main has to be taken out-of-service
to provide needed maintenance / repair work. Additional valving may be
required for construction and testing purposes.
Water mains shall be stubbed-out to the edges of developing property to allow
7.
Water mains shall be stubbed-out to the edges of developing property to allow
for future water main service to adjacent property and to provide the required
looping / gridding of the overall water main system.
8.Individual house/business water service lines shall be stubbed-out to lots
adjacent to new streets to eliminate the need for future excavation work in
new streets.
9.Developers are financially responsible for a minimum eight (8) -inch diameter
water main or such larger size water main as may be needed to provide the
required fire flow for the proposed new development. (See Item 3 above and
International Fire Code requirements.)
10.Water line stub-outs to be ball-type corporation and curb stop adapter, poly-by-
female metal pipe, and rated at 300 psi minimum working pressure. Approved
water line materials are class 200 psi polyethylene pipe.
11.Red Fire Hydrant to be Mueller, Waterous, or Clow Brands with KOCHEK
(model SZMC5054-3-Y Storz adapter or approved equal.
12.Water main valves to be Resilient Wedge Gate Valves for 10” and smaller
diameter pipes and Butterfly Valves for larger diameter pipes rated at 250 psi
or more working pressure. Double disc gate valves will not be accepted.
13.Acceptance of the water lines are based on the following criteria:
a.Bedding and backfilling of trenches shall be constructed in
accordance with current ISPWC, unless otherwise specified by City
Engineer.
b.Perform all testing in the presence of the City Engineer or his assigned
agent.
c.All testing in accordance with ISPWC Specifications.
d.A signed “Letter of Acceptance” from the City will be required prior
to final surface reconstruction (i.e.: paving, landscaping, etc.).
E.SANITARY SEWER
1.Minimum sanitary sewer main size shall be 8-inch diameter.
2.Sanitary sewer lines to be ASTM D3034, SDR 35, or ASTM F679 or
engineers accepted equivalent for gravity sewer and ANSI/AWWA C900,
Class 150, or engineers accepted equivalent for pressure sewer lines.
3.Manholes shall be no more than 400 feet apart or per ISPWC.
4.At manholes, pipes of differing diameters shall be located (vertically) so as to
match their 0.6 diameter points.
5.Minimum pipe grades shall be per the IDAPA.
6.Sewer mains shall be stubbed out to the edges of developing property to allow
for future sewer main service to adjacent property. Sewer mains shall be kept
as deep as practical so as to provide the possibility of sewer service to as large
an area as possible.
7.Individual house/business sewer service lines shall be stubbed-out to lots
adjacent to new streets so as to eliminate the need for future excavation work
in new streets. Service lines to be near the center of the lots and 10’
horizontally from the water service.
8.Developers are financially responsible for a minimum eight (8) - inch diameter
sewer main or such larger size sewer main as may be needed to provide sewer
7.Water mains shall be stubbed-out to the edges of developing property to allowfor future water main service to adjacent property and to provide the requiredlooping / gridding of the overall water main system.8.Individual house/business water service lines shall be stubbed-out to lotsadjacent to new streets to eliminate the need for future excavation work innew streets.9.Developers are financially responsible for a minimum eight (8) -inch diameterwater main or such larger size water main as may be needed to provide therequired fire flow for the proposed new development. (See Item 3 above andInternational Fire Code requirements.)10.Water line stub-outs to be ball-type corporation and curb stop adapter, poly-by-female metal pipe, and rated at 300 psi minimum working pressure. Approvedwater line materials are class 200 psi polyethylene pipe.11.Red Fire Hydrant to be Mueller, Waterous, or Clow Brands with KOCHEK(model SZMC5054-3-Y Storz adapter or approved equal.12.Water main valves to be Resilient Wedge Gate Valves for 10” and smallerdiameter pipes and Butterfly Valves for larger diameter pipes rated at 250 psior more working pressure. Double disc gate valves will not be accepted.13.Acceptance of the water lines are based on the following criteria:a.Bedding and backfilling of trenches shall be constructed inaccordance with current ISPWC, unless otherwise specified by CityEngineer.b.Perform all testing in the presence of the City Engineer or his assignedagent.c.All testing in accordance with ISPWC Specifications.d.A signed “Letter of Acceptance” from the City will be required priorto final surface reconstruction (i.e.: paving, landscaping, etc.).E.SANITARY SEWER1.Minimum sanitary sewer main size shall be 8-inch diameter.2.Sanitary sewer lines to be ASTM D3034, SDR 35, or ASTM F679 orengineers accepted equivalent for gravity sewer and ANSI/AWWA C900,Class 150, or engineers accepted equivalent for pressure sewer lines.3.Manholes shall be no more than 400 feet apart or per ISPWC.4.At manholes, pipes of differing diameters shall be located (vertically) so as tomatch their 0.6 diameter points.5.Minimum pipe grades shall be per the IDAPA.6.Sewer mains shall be stubbed out to the edges of developing property to allowfor future sewer main service to adjacent property. Sewer mains shall be keptas deep as practical so as to provide the possibility of sewer service to as largean area as possible.
7.Individual house/business sewer service lines shall be stubbed-out to lots
adjacent to new streets so as to eliminate the need for future excavation work
in new streets. Service lines to be near the center of the lots and 10’
horizontally from the water service.
8.Developers are financially responsible for a minimum eight (8) - inch diameter
sewer main or such larger size sewer main as may be needed to provide sewersewer main or such larger size sewer main as may be needed to provide sewer
service for the proposed new development.
9.Developers are financially responsible for sanitary sewer or storm drain line
depth up to sixteen feet (16') to pipe flow line. Deeper depths that are
necessitated to serve adjacent yet-to-be developed property will be participated
in by the City as such may be approved in the Annexation/Development
Agreement.
10.In an area were city sewer services are unavailable, a house sewer service line
shall be constructed and marked anywhere from 10' from the side of the house
facing the street to the edge of the utility easement to facilitate an easy
connection to a future sanitary sewer main in the street.
11.Acceptance of the sanitary sewer are based on the following criteria:
a.Bedding and backfilling of trenches shall be constructed in
accordance with current ISPWC, unless otherwise specified by City
Engineer.
b.Perform all testing in the presence of the City Engineer or his assigned
agent.
c.Testing per ISPWC Specifications.
d.Pipe Cleaning
(1)After the pipe ends have been grouted according to ISPWC
Division 500 Section 502.3.5 and prior to CCTV inspection,
the completed pipeline will be cleaned with a hydro cleaner
by a city crew according to ISPWC Division 500 Section
501.3.4.
e.Closed Circuit Television (CCTV) Inspection
(1)Acceptance criteria:
(A)No visible standing water in pipeline caused by grade
defects
(B)No pipeline structural defects observed
(C)No pipeline installation defects observed
(D)No infiltration observed
(2)CCTV sewer line inspection will be done by a citycrew
(3)CCTV sewer line inspection is to be done after backfill and
compaction, but prior to surface construction (i.e.: paving,
landscaping, etc.). Uncover and repair or reinstall sections of
pipe found to have defects as directed by the city engineer or
his agents.
(4)Notify the City Wastewater Dept. @ (208) 359-3035 at least
ten working days prior to final surface reconstruction to allow
for CCTV inspection to be done, reviewed, and repairs to be
done if necessary.
(5)Any repairs will need to be re-inspected after the repair is
completed.
(6)The cost for pipe cleaning and CCTV Inspection of the lines
will be billed to the owner at approved City of Rexburg
Billing rates.
sewer main or such larger size sewer main as may be needed to provide sewerservice for the proposed new development.9.Developers are financially responsible for sanitary sewer or storm drain linedepth up to sixteen feet (16') to pipe flow line. Deeper depths that arenecessitated to serve adjacent yet-to-be developed property will be participatedin by the City as such may be approved in the Annexation/DevelopmentAgreement.10.In an area were city sewer services are unavailable, a house sewer service lineshall be constructed and marked anywhere from 10' from the side of the housefacing the street to the edge of the utility easement to facilitate an easyconnection to a future sanitary sewer main in the street.11.Acceptance of the sanitary sewer are based on the following criteria:a.Bedding and backfilling of trenches shall be constructed inaccordance with current ISPWC, unless otherwise specified by CityEngineer.b.Perform all testing in the presence of the City Engineer or his assignedagent.c.Testing per ISPWC Specifications.d.Pipe Cleaning(1)After the pipe ends have been grouted according to ISPWCDivision 500 Section 502.3.5 and prior to CCTV inspection,the completed pipeline will be cleaned with a hydro cleanerby a city crew according to ISPWC Division 500 Section501.3.4.e.Closed Circuit Television (CCTV) Inspection(1)Acceptance criteria:(A)No visible standing water in pipeline caused by gradedefects(B)No pipeline structural defects observed(C)No pipeline installation defects observed(D)No infiltration observed(2)CCTV sewer line inspection will be done by a citycrew(3)CCTV sewer line inspection is to be done after backfill andcompaction, but prior to surface construction (i.e.: paving,landscaping, etc.). Uncover and repair or reinstall sections ofpipe found to have defects as directed by the city engineer orhis agents.(4)Notify the City Wastewater Dept. @ (208) 359-3035 at leastten working days prior to final surface reconstruction to allowfor CCTV inspection to be done, reviewed, and repairs to be
done if necessary.
(5)Any repairs will need to be re-inspected after the repair is
completed.
(6)The cost for pipe cleaning and CCTV Inspection of the lines
will be billed to the owner at approved City of Rexburg
Billing rates.Billing rates.
A signed “Letter of Acceptance” from the City will be
required prior to final surface reconstruction (i.e.: paving,
landscaping, etc.).
F.WATER RIGHTS
1.Lands that are developed within the City of Rexburg and are, prior to
development, irrigated with surface water must be irrigated with the existing
surface water right where feasible. This may require the development of a
secondary irrigation system or special systems as conditions dictate.
Exceptions must be approved by City Engineer.
2.Lands that are developed within the City of Rexburg and are, prior to
development, irrigated with surface water and a secondary irrigation system is
not feasible shall transfer to the City of Rexburg the surface right or portion of
that water right prior to the issuance of a will serve letter or provide a method
of transfer acceptable to the city.
3.All subsurface rights tied to property to be serviced by the City of Rexburg
shall be transferred to the City of Rexburg.
Billing rates.A signed “Letter of Acceptance” from the City will berequired prior to final surface reconstruction (i.e.: paving,landscaping, etc.).F.WATER RIGHTS1.Lands that are developed within the City of Rexburg and are, prior todevelopment, irrigated with surface water must be irrigated with the existingsurface water right where feasible. This may require the development of asecondary irrigation system or special systems as conditions dictate.Exceptions must be approved by City Engineer.2.Lands that are developed within the City of Rexburg and are, prior todevelopment, irrigated with surface water and a secondary irrigation system isnot feasible shall transfer to the City of Rexburg the surface right or portion ofthat water right prior to the issuance of a will serve letter or provide a methodof transfer acceptable to the city.3.All subsurface rights tied to property to be serviced by the City of Rexburgshall be transferred to the City of Rexburg.
AYE NAY ABSENT ABSTAIN
Councilmember Robert Chambers
Councilmember Colin Erickson
Councilmember Mikel Walker
Councilmember Bryanna Johnson
Councilmember Eric Erickson
Councilmember David Reeser
PASSED AND ADOPTED BY THE CITY OF REXBURG COUNCIL FEBRUARY 21,
2024.
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Presiding Officer
Attest
Jerry L Merrill, Rexburg Mayor, City
of Rexburg
Deborah Lovejoy, Rexburg City Clerk,
City of Rexburg