HomeMy WebLinkAboutINFRASTRUCTURE PLAN 5.05.22 - 22-00311 - Stonebridge Subdivision Div. 2 - Infrastructure Only-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 : Stonebridge Subdivision DIV 2 - Infrastructure Only
Address : 536 Meadowbrook St
Application Type :
Document Filename : INFRASTRUCTURE PLAN 5.05.22 - 22-00311 - Stonebridge Subdivision Div. 2 - Infrastructure Only.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
PG 4 Callout Stan Crittenden : Fire Open 4 could this hydrant be oved to the north to reduce the distance
to the nearest hydrant to the North.
PG 3 Free text Joel Gray : PW Open 3 Fiber conduit for City Fiber will be required.
PG 5 Callout Joel Gray : PW Open 5 Move water valves closer to tee.
PG 8 Callout Joel Gray : PW Open 8 This section of sewer line has not been accepted by City. (No
testing completed)
PG 11 Callout Joel Gray : PW Open 11 Manholes in flood plain lids must be bolted down.
# 22-00311
Plat
Report Date: 05.25.2022
Approval of plans does not constitute approval of variance from code
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REXBURG, IDAHO
GENERAL NOTES
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GENERAL NOTES1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and specifications set forth by the CITY OF REXBURG Water, Street, and Sanitation Departments and/or requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition.2. All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth herein, whichever is more restrictive.3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the local utility location center at least 48 hours before any excavation to request exact field locations of the utilities.4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors, Subcontractors and/or Utility Contractors shall be present.5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.6. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements are in place and functioning.7. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring, and security within and around the construction area.8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the request of the agency and/or Engineer.9. HLE must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF REXBURG without the approval of the Project Engineer.10. Inspection SHALL be conducted by the CITY OF REXBURG, Public Works Inspector on all work performed within the public road right-of-way. Twenty-four (24) hours notice shall be given prior to any construction and inspection.11. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval.12. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also maintain a set of plans stamped with approval by the Department of Environmental Quality on site.13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction.14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from the site.15. All measures possible shall be taken to ensure erosion control with Best Management Practices.16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer.17. All work must meet standards set forth by the American Disabilities Act (ADA).18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction.19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements.20. Harper-Leavitt Engineering and/or Inspector shall make periodic visits to the project location to ensure that the site improvements meet or exceed standards and design as per the approved construction drawings.21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc.22. Contractor must have ISPWC Manual (current edition) on-site during all phases of construction. Failure to do so may result in non-acceptance of the site by DEQ, Engineer, City, etc.23 A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to HLE prior to the walk-thru. STREET CONSTRUCTION1. All construction within public right-of-way shall conform to the current edition of the ISPWC. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by the CITY OF REXBURG.2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend.3. Sanitary sewer and storm drain manhole structures shall be set to specified elevation by their respective contractors. All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to pouring concrete collars.4. Contractor shall construct three and one-half inches (3-1/2") of asphalt pavement thickness at joint locations for all pavement matches.5. All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed watertight.6. All work will be inspected by the CITY OF REXBURG in accordance with the latest edition of the "Construction Quality Assurance Manual".7. Borrow shall be obtained from sources designated or approved in writing by the Engineer.8. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall roadways be placed on frozen or objectionable material.9. The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density required as stated in ISPWC.10. All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The mix design for this concrete shall be approved by the Engineer. All concrete shall be cured by a liquid membrane-forming curing compound method, unless otherwise specified in writing by the Engineer.11. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense.
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CITY INSPECTOR/DATE CITY INSPECTOR/DATE SEWER SYSTEM TESTING1. Approval of sewerline bedding material and placement per ISPWC Section 305.2. Inspect pipe to verify that type, class, and thickness are uniform as per plans.3. Approval of sewerline placement and verification of 18" seperation from all potable waterlines.4. Provide proper compaction of sewerline trench. Test compaction of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306.5. Provide proper compaction of sewer service lines. Meet compaction requirements established in ISPWC Section 306.6. Provide proper compaction around all manholes. Meet compaction requirements established in ISPWC Section 306.7. Mark all sewer service stubs with a painted 2"x4".8. Perform low pressure air testing per ISPWC Section 501 in presence of Project Engineer.9. Perform deflection testing by use of a test mandrel per ISPWC Section 501.10. Prior to placement of asphalt, sewerline must undergo closed circuit television inspection (CCTV) per ISPWC Section 501.11. Properly place non-shrink grouting around all piping and/or other voids in manholes per ISPWC Section 502.12. Provide concrete collars around all manholes. Concrete collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-508. 13. Clean out all manholes and flush sewer lines to provide a debris free sewer system. WATER SYSTEM TESTING1. Approval of waterline bedding material and placement per ISPWC Section 305.2. Inspection of continuity connection and all cadwelds.3. Inspect pipe to verify that type, class, and thickness are uniform as per plans.4. Thrust blocking provided in all required locations per ISPWC Section 401 and in accordance with Standard Drawing SD-403.5. Approval of fire hydrant installation and elevation. Conform to ISPWC Section 403 and Standard Drawing SD-404.6. Inspect installation of service lines, meter boxes, and curb stops. Conform to ISPWC Section 404.7. Approval of waterline placement, prior to backfill.8. Perform hydrostatic pressure testing per ISPWC Section 401 in presence of Project Engineer.9. Provide waterline flushing and disinfection per ISPWC Section 401 and allow Engineer to obtain chlorine sample for testing.10. Test for coliform bacteria per ISPWC Section 401.11. Provide proper compaction of waterline trench. Test compaction of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306.12. Provide proper compaction of water service lines. Meet compaction requirements established in ISPWC Section 306.13. Provide proper compaction around water valves. Meet compaction requirements established in ISPWC Section 306.14. Mark all water service stubs with painted 2"x4" board.15. Provide concrete collars around all water valves. Concrete collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-406.FREQUENCY HLE INSPECTOR/DATE FREQUENCY HLE INSPECTOR/DATE
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STONEBRIDGE SUBDIVISION DIV2
COPYRIGHT 2017 HLE ALL RIGHTS RESERVED.
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Z:\Projects\00-2016 Projects\16-674 STONEBRIDGE\dwg\Development Dwgs\Stonebridge Div2 Construction Drawings New Street Section 12-20-2021.dwg, 5/2/2022 11:36:13 AM, DWG To PDF.pc3
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N0° 00' 09"W
110.00'
N89° 59' 51"E140.00'N89° 59' 51"E106.00'N89° 59' 51"E106.00'N89° 59' 51"E106.00'N63° 36' 02"E120.42'86.00'86.00'80.00'90.00'82.68'98.00'98.00'98.00'98.00'98.00'111.24'98.00'98.00'98.00'98.00'112.68'91.00'61.00'84.00'
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N89° 59' 53"
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104.01'N89° 59' 53
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104.00'N89° 59' 53"
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104.00'105.00'105.00'104.68'84.00'
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111.00'104.00'
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80.00'90.00'100.00'100.00'90.00'90.00'90.00'118.70'95.79'90.00'
3
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99.78'141.07'S0° 00' 09"E141.07'146.81'152.54'
158.21'
N0° 00' 09"W
163.89'
N0° 00' 31"W
169.55'
N16° 10
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54.10'14.09'
S0° 00' 09"E 117.25'
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N0° 00' 09"W132.68'N89° 59' 51"E111.00'N89° 59' 51"E111.00'N89° 59' 51"E111.00'N89° 59' 51"E111.00'N89° 59' 51"E111.00'N89° 59' 51"E111.00'N89° 59' 51"E111.00'N89° 59' 51"E111.00'98.00'98.00'N0° 00' 09"W98.00'N0° 00' 09"W98.00'N0° 00' 06"W 111.24'98.00'87.19'87.19'86.19'
8
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S5° 18' 53"W135.93'106.82'48.99'
N0° 00' 09"W
124.68'
N0° 00' 09"W
124.68'
41.74'
130.49'
N0° 00' 09"W 199.43'
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N89° 59' 51"E106.00'L=31.42'L=31.42'L =2 1.01'L=60.03'L=60.02'L=14.05'
L
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15' P.U.E.TYP 15' P.U.E.TYP 15' P.U.E.TYP72.95'86.00'87.00'87.00'
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PEDESTRIAN PATH
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Z:\Projects\00-2016 Projects\16-674 STONEBRIDGE\dwg\Development Dwgs\Stonebridge Div2 Construction Drawings New Street Section 12-20-2021.dwg
REXBURG, IDAHO
PROJECT OVERALL
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STONEBRIDGE SUBDIVISION DIV2
COPYRIGHT 2017 HLE ALL RIGHTS RESERVED.
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S0° 00' 09"E13.24'N76° 29' 1
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N89° 59' 51"E 179.00'N89° 59' 51"E111.00'N0° 00' 09"W13.24'
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110.00'
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110.00'
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110.00'
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110.00'
S0° 00' 09"E
110.00'
S0° 00' 09"E
110.00'
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174.24'
N0° 00' 09"W
110.00'
N89° 59' 51"E140.00'N89° 59' 51"E106.00'N89° 59' 51"E106.00'N89° 59' 51"E106.00'N63° 36' 02"E120.42'86.00'86.00'80.00'90.00'82.68'98.00'98.00'98.00'98.00'98.00'111.24'98.00'98.00'98.00'98.00'112.68'91.00'61.00'84.00'
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104.00'105.00'105.00'104.68'84.00'
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99.78'141.07'S0° 00' 09"E141.07'146.81'152.54'
158.21'
N0° 00' 09"W
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N0° 00' 31"W
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124.68'
N0° 00' 09"W
124.68'
41.74'
130.49'
N0° 00' 09"W 199.43'
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STONEBRIDGE SUBDIVISION DIV2
COPYRIGHT 2017 HLE ALL RIGHTS RESERVED.
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Z:\Projects\00-2016 Projects\16-674 STONEBRIDGE\dwg\Development Dwgs\Stonebridge Div2 Construction Drawings New Street Section 12-20-2021.dwg, 5/2/2022 11:36:26 AM, DWG To PDF.pc3 Move water valves closer to tee.
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403-1 401-1 UTILITY NOTES:INSTALL 8" C50 DIP@ 6' MIN. COVERINSTALL 8" GATE VALVEINSTALL FIRE HYDRANT PER ISPWC STANDARDDRAWING NO. SD-404.INSTALL WATER SERVICE PER ISPWC STANDARDDRAWING NO. SD-401INSTALL CURB STOP PER CITY OF REXBURG STANDARDDETAILS SHEET NO. 13HOT TAP AND CONNECT TO EXISTING 12" WATER MAININSTALL 8" ASTM D-3034 SAN PIPE PER ISPWCSTANDARDSINSTALL SANITARY MANHOLE PER ISPWC STD.DRAWING NO. SD-501INSTALL SANITARY DROP MANHOLE PER ISPWC STD.DRAWING NO. SD-504INSTALL SANITARY SEWER SERVICE LINES PER ISPWCSTD DRAWINGS SD-511, SD-511A, SD511B.INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWCSTANDARDSEXISTING MANHOLE VERIFY LOCATION & INVERTS &ADJUST RING ELEVATION AS NEEDED PER PLANS.INSTALL 12" ADS N12 STORM PIPE PER ISPWCSTANDARDS.INSTALL 18" ADS N12 STORM PIPE PER ISPWCSTANDARDS.INSTALL 24" ADS N12 STORM PIPE PER ISPWCSTANDARDS.INSTALL 15" ADS N12 STORM PIPE PER ISPWCSTANDARDS.INSTALL INLET CATCH BASIN TYPE I PER ISPWC STDDRAWING SD-601INSTALL STANDARD CONCRETE CATCH MANHOLEPER ISPWC STANDARD DWG SD-61118" MIN VERTICAL SEPERATION BETWEENWATER/STORM WATER AND WATER/SEWERSTORM OUTLET PER ISPWC.NOT USEDSTUB AND PLUG PIPE 404-1405-1501-1502-1504-1505-1601-1602-1602-2 601-2601-3603-1603-2603-3 402-1511-1 406-1604-1 502-2601-4481648204824482848324836484048440+001+00 4836.74836.692+00 4836.74836.704836.64836.65
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4816 4820 4824 4828 4832 4836 4840 4844 48489+00 4836.44836.404837.14837.0710+00 4837.34837.314837.74837.7111+00 4838.04838.014837.84837.83
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50.27LF @1.25%PVI Sta. = 10+00.62Elev. = 4835.863PVI Sta. = 10+32.62Elev. = 4836.49350.27LF @-0.41%PVI Sta. = 10+76.62Elev. = 4836.493PVI Sta. = 11+08.62Elev. = 4836.288Install 216' of 8" DIP C50 Waterline Install 153' of 8"
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REXBURG, IDAHO
TANGLEWOOD
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701-3701-3 701-4701-4 701-4603-1 701-5
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STONEBRIDGE SUBDIVISION DIV2
COPYRIGHT 2017 HLE ALL RIGHTS RESERVED.
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4820 4824 4828 4832 4836 4840 48440+00 4837.74837.754838.24838.251+00 4837.64837.604837.54837.532+00 4837.54837.484837.44837.433+00 4837.44837.38
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PVI Sta. = 5+12.68
Elev. = 4835.749
PVI Sta. = 6+56.68
Elev. = 4836.577
PVI Sta. = 0+22.00Elev. = 4835.863PVI Sta. = 0+54.00Elev. = 4836.493PVI Sta. = 0+22.00Elev. = 4836.288PVI Sta. = 0+54.00Elev. = 4836.493Install
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Z:\Projects\00-2016 Projects\16-674 STONEBRIDGE\dwg\Development Dwgs\Stonebridge Div2 Construction Drawings New Street Section 12-20-2021.dwg
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MEADOWBROOK
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SITE NOTES:INSTALL STD CURB AND GUTTER PER CITY OFREXBURG STD. DWG NO. 6INSTALL SINGLE DIRECTION DEPRESSED CURBACCESS PER REXBURG STD. DWG. NO. 7INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6LANDSCAPINGINSTALL STREET LIGHTS PER REXBURG STD. (AMERICANELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO)403-1 401-1 UTILITY NOTES:INSTALL 8" C50 DIP@ 6' MIN. COVERINSTALL 8" GATE VALVEINSTALL FIRE HYDRANT PER ISPWC STANDARDDRAWING NO. SD-404.INSTALL WATER SERVICE PER ISPWC STANDARDDRAWING NO. SD-401INSTALL CURB STOP PER CITY OF REXBURG STANDARDDETAILS SHEET NO. 13HOT TAP AND CONNECT TO EXISTING 12" WATER MAININSTALL 8" ASTM D-3034 SAN PIPE PER ISPWCSTANDARDSINSTALL SANITARY MANHOLE PER ISPWC STD.DRAWING NO. SD-501INSTALL SANITARY DROP MANHOLE PER ISPWC STD.DRAWING NO. SD-504INSTALL SANITARY SEWER SERVICE LINES PER ISPWCSTD DRAWINGS SD-511, SD-511A, SD511B.INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWCSTANDARDSEXISTING MANHOLE VERIFY LOCATION & INVERTS &ADJUST RING ELEVATION AS NEEDED PER PLANS.INSTALL 12" ADS N12 STORM PIPE PER ISPWCSTANDARDS.INSTALL 18" ADS N12 STORM PIPE PER ISPWCSTANDARDS.INSTALL 24" ADS N12 STORM PIPE PER ISPWCSTANDARDS.INSTALL 15" ADS N12 STORM PIPE PER ISPWCSTANDARDS.INSTALL INLET CATCH BASIN TYPE I PER ISPWC STDDRAWING SD-601INSTALL STANDARD CONCRETE CATCH MANHOLEPER ISPWC STANDARD DWG SD-61118" MIN VERTICAL SEPERATION BETWEENWATER/STORM WATER AND WATER/SEWERSTORM OUTLET PER ISPWC.NOT USEDSTUB AND PLUG PIPE 404-1405-1501-1502-1504-1505-1601-1602-1602-2701-1701-2701-3701-4 601-2601-3603-1603-2603-3701-5 402-1511-1 406-1604-1 502-2601-4
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LOT 1LOT 13 LOT 12N89° 59' 51"E 140.00'86.00'86.00'80.00'98.00'98.00'80.00'100.00'100.00'L=31.42'L=31.42'3+00 4+000+001+001+40 68'4836 4836483648204824482848324836484048440+00 4836.44836.414836.34836.331+00 4836.34836.321+40 4835.54835.47 50.27LF @0.41%0.40%PVI Sta. = 0+22.00Elev. = 4835.900PVI Sta. = 1+40.00Elev. = 4836.44450.27LF @1.16%PVI Sta. = 0+22.00Elev. = 4835.522 PVI Sta. = 0+54.00Elev. = 4836.105San. MH #2Sta.:3+72.33 OFF:0.00Rim:4836.59INV IN:4821.83 8" NINV IN:4821.83 8" WINV OUT:4821.73 8" S RT TBCLT TBCInstall 149' of 8" DIP C50 WaterlineStub and PlugInv=4822.44 Hot Tap and Connect toExisting 12" MainInstall 154' of 8" ADS N12 Storm Pipe @ 0.40%
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504-1 402-1 601-1601-1Z:\Projects\00-2016 Projects\16-674 STONEBRIDGE\dwg\Development Dwgs\Stonebridge Div2 Construction Drawings New Street Section 12-20-2021.dwg, 5/2/2022 11:37:11 AM, DWG To PDF.pc3
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Z:\Projects\00-2016 Projects\16-674 STONEBRIDGE\dwg\Development Dwgs\Stonebridge Div2 Construction Drawings New Street Section 12-20-2021.dwg
REXBURG, IDAHO
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Z:\Projects\00-2016 Projects\16-674 STONEBRIDGE\dwg\Development Dwgs\Stonebridge Div2 Construction Drawings New Street Section 12-20-2021.dwg, 5/2/2022 11:37:31 AM, DWG To PDF.pc3
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BEST MANAGEMENT PRACTICES
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STONEBRIDGE DIV. 2
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Z:\Projects\00-2016 Projects\16-674 STONEBRIDGE\dwg\Development Dwgs\Stonebridge Div2 Construction Drawings New Street Section 12-20-2021.dwg, 5/2/2022 11:37:35 AM, DWG To PDF.pc3