HomeMy WebLinkAboutINFRASTRUCTURE PLANS Rev. (2) 9.28.2021 - 20-00899 - Blue Ox - Yellowstone Heights Condos - Infrastructure & Plat-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Blue Ox - Yellowstone Heights Condos - Infrastructure & Plat
Address : N Yellowstone Hwy - RPR6N40E176103
Application Type :
Document Filename : INFRASTRUCTURE PLANS Rev. (2) 9.28.2021 - 20-00899 - Blue Ox - Yellowstone Heights Condos - Infrastructure & Plat.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
3 SITE PLAN Callout Joel Gray : PW Open 3 Existing Curbing is rollback curbing.
3 SITE PLAN Callout Joel Gray : PW Open 3 Gate valve is required outside building if meter is inside.
3 SITE PLAN Callout Joel Gray : PW Open 3 Design of Hwy 33 and ITD Approval Required.
3 SITE PLAN Callout Joel Gray : PW Open 3 Storm chambers cannot be in PUE
3 SITE PLAN Callout Joel Gray : PW Open 3 Prior submitted Plat shows ROW needed in this area.
3 SITE PLAN Callout Joel Gray : PW Open 3 3 dumpsters are required.
3 SITE PLAN Callout Joel Gray : PW Open 3 3 dumpsters are required
4 STORM PLAN &
GRADING
Callout Joel Gray : PW Open 4 Coordinate with Thomson Farms Development for alignment
4 STORM PLAN &
GRADING
Callout Joel Gray : PW Open 4 Low Point?
4 STORM PLAN &
GRADING
Callout Joel Gray : PW Open 4 If Hwy 33 is widened south of Ella Lane, curb must be installed.
# 20-00899
Plat
Report Date: 10.04.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
6 DETAILS Callout Joel Gray : PW Open 6 Red color with Storz Adapter.
Report Date: 10.04.2021
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 cover.dwgPlotted By:russellDate Plotted:Wednesday, September 15 2021 at 07:20 PM
1
G-1
COVER AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
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ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
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1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS
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SUPPLEMENT THE CITY OF REXBURG STANDARDS.2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT,
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AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IM
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THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES
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SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURE
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SHALL BE REPAIRED AT CONTRACTORS EXPENSE.6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION O
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RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORM
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OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXIS
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WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
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SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERI
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BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND D
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MEASURES.9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRA
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DEVICES.10.SITE ADDRESS: 163 W MAIN ST. REXBURG, IDAHO APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:CITY OF REXBURG FIRE DEPARTMENTAPPROVED BY:CENTURY LINKAPPROVED BY:INTERMOUNTAIN GAS1.WATER SERVICE IN PROJECT WILL BE PVC.2.CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOTINCLUDING THE WATER METER.3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2020 ISPWC DETAIL SD-403. PROVIDETEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TOPHASED DEVELOPMENT.4.COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.5.WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER ORSTORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD-407.6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9.8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USESTANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATIONTOLERANCES.9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC....10. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).11.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FORLARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER.
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File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 c2 site plan.dwgPlotted By:russellDate Plotted:Wednesday, September 15 2021 at 07:21 PM
3
C-2
SITE PLAN AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
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File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 c3 storm plan.dwgPlotted By:russellDate Plotted:Wednesday, September 15 2021 at 07:21 PM
4
C-3
STORM PLAN & GRADING AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
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NOT AP
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ZONE 4 REFER TO IDAPA 58.01.08 IDAHO RULES FORPUBLIC DRINKING WATER SYSTEM.SITE SPECIFIC APPROVAL FROM DEQ MUSTBE SECURED BEFORE ZONE 2 OR 3INSTALLATIONS ARE MADE.SAME REQUIREMENTS AS ZONE 1 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.SANITARY SEWEROR STORM DRAINSEWER LINE ZONE 1 ZONE 2 ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.A)ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SOTHAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER;B)SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTHSIDES OF THE CROSSING, OR;C)EITHER THE SEWER LINE OR THE WATER LINEOR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.A)WATER AND SEWER MUST BE B)SEPARATED BY 18 INCHES, AND ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THESEWER.(WATER<18" ABOVE TOP OF SEWER)WATER LINEZONE 1ZONE 21'- 6"1'- 6"ZONE 4 ZONE 3
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90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE COMPACT 1" MAC.BACKFILL IN 6" LAYERSTO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX90°90°COMPACT 1" MAC.TO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX
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File Location:z:\projects\2020\20022 blue ox development (yellowstone heights condos)\3.0 design\3.1 cad\3.13 final\20022 details.dwgPlotted By:russellDate Plotted:Wednesday, September 15 2021 at 07:21 PM
6
D-1
DETAILS AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BLUE OX DEVELOPMENT
YELLOWSTONE HEIGHTS T. HANSEN
J. LEHMANN
P. SNARR
20022PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
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CONSTR
U
C
T
I
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N
16410
6"
5
'
S
I
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A
L
K
TYPICAL PARKING LOT SECTION13
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7
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4 VALVE & HYDRANT
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TYPICAL WATER LINE PLACEMENT
2
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PIPE BEDDING DETAILS
1
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&
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VALLEY GUTTER SECTION9
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9
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4" CONCRE
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2-1/2" OF PLANTMIX PAVEMENT4" OF 3/4" GRAVELROADBASE12" OF GRANULARBORROW/PITRUNUNDISTURBED EART
H
18
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Red color with Storz Adapter.