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Home My WebLink AboutINFRASTRUCTURE PLAN Rev (2) 8.08.22 - 22-00311 - Stonebridge Subdivision DIV 2 - Infrastructure Only-Reviewed-Corrections-Required (2)Author Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Todd Smith Todd.Smith@rexburg.org 208-372-2181 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : Stonebridge Subdivision DIV 2 - Infrastructure Only Address : 536 Meadowbrook St Application Type : Document Filename : INFRASTRUCTURE PLAN Rev (2) 8.08.22 - 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 4 Callout Joel Gray : PW Open 4 Easement required for sanitary sewer line. 4 Free Text Joel Gray : PW Open 4 Storm drainage calculations are required. # 22-00311 Plat Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Fiber optic pathway looks good. However, no handholes are indicated on the plans. Handholes should be located over the fiber optic conduit on every other property line and at the end run. Report Date: 01.18.2024 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) SEC. 20, T. 6 N., R. 40 E.B.M.) PROJECT LOCATION INDEX TO PLAN SHEETS STONEBRIDGE SUBDIVISION DIVISION #2 SHEET 1 COVER SHEET SHEET 2 GENERAL NOTES SHEET 3 TESTING RECORDS SHEET 4 PROJECT OVERALL SHEET 5 CONTROL - GENERAL LAYOUT SHEET 6 STONEBRIDGE SHEET 7 TANGLEWOOD SHEET 8 MEADOWBROOK SHEET 9 RIVERWOOD SHEET 10 STUB ROAD AND DETAIL SHEET SHEET 11 SEWER EXTENSION 1 SHEET 12 SEWER EXTENSION 2 SHEET 13 BEST MANAGEMENT PRACTICES SHEET 14 BEST MANAGEMENT PRACTICES NOTES CITY OF REXBURG, IDAHO VICINITY MAP PROJECT LOCATION City of Rexburg Date: HLE, Inc. Date: APPROVAL SIGNATURES: CONSTRUCTION DRAWINGS FOR: Department of Environmental Quality Date: Date Plotted: 5.2.2022 CITY OF REXBURG E 7th N WOODBRIDGE STREET Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 4 3 3 A M D W G T o P D F p c 3 CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O GE N E R A L N O T E S 2016-674 2 14 DATE: GENERAL NOTES 1. 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 CONSTRUCTION 1. 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. DEPARTMENT OF ENVIRONMENTAL QUALITY WILLIAM TEUSCHER, WATER QUALITY ENGINEER 900 N SKYLINE DRIVE SUITE B IDAHO FALLS, IDAHO 83402 208) 528-2650 CENTURY LINK NATHAN BURKE 48 N CENTER STREET REXBURG, IDAHO 83440 208) 525-4262 INTERMOUNTIAN GAS COMPANY SARAH ROBINSON, CONSUMER SALES REP. 1527 HOLLIPARK DRIVE PO BOX 51220 IDAHO FALLS, IDAHO 83401 208) 542-6612 ROCKY MOUNTAIN POWER VINCE PHILLIPS, CONSTRUCTION CONTACT 208) 390-8031 HARLEY LAURSEN, ESTIMATOR 208) 359-4237 REXBURG, IDAHO 83440 CABLE ONE HEINZ SHREIER 208) 589-2401 1525 SHERRY DRIVE IDAHO FALLS, IDAHO 83403 208) 523-4567 WATER CONSTRUCTION 1. Final approval and acceptance of all water construction will be by the CITY OF REXBURG Public Works Department. 2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend. 3. Water inspections will be by the CITY OF REXBURG Public Works Department and their decision shall be considered final. 4. All service lines shall be NSF 61 approved Poly tubing and installed using the following or equal. All service lines shall be installed to ensure electrical continuity for the full length of the service lines up to water meter. The use of couplings for service lines shall be restricted from being used. Service lines shall be one-inch 1") or one and one-half (1.5") unless otherwise directed by the Department of Water. 5. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is necessary for sewer, storm drain or irrigation (non-potable lines) and water to cross each other and the non-potable line is less than eighteen inches (18") below, or the non-potable line is above the water main, the non-potable line shall be PVC pressure pipe conforming to AWWA C-900 and watertight joints for a distance of ten feet (10') on both sides of the water main, or sleeve non-potable or potable main with potable water class pipe for ten (10) feet either side of crossing in accordance with Section 542.07 of the Idaho Public Drinking Water Standards. One full length of both water main and non-potable line shall be centered over the crossing point so that both joints will be as far from the crossing point as possible. In lieu of constructing or reconstructing the non-potable water main either the non-potable water main or water main may be encased with a sleeving material acceptable to the Department for a distance of ten horizontal feet (10') on both sides of the crossing. 6. The water main shall be tested for pressure, flushing, and disinfection in accordance with ISPWC Section 401 and in accordance with AWWA Standard C651. 7. Water meters and all related appurtenance's, including radio read hardware, will be provided by the CITY OF REXBURG Water Department at the requester's expense. 8. The paving contractor shall set and pour concrete collars on all valves and manholes per ISPWC Standard Drawing SD-405. 9. Do not reinstall or leave in-place damaged piped. 10. Water Department approved "Marking/Detect Tape" shall be placed over all water lines. Tape shall be placed a minimum of six inches (6") and maximum of twelve inches (12") above all pipe. 11. All water services shall be reconnected to existing service lines. 12. All products in contact with potable water must comply with NSF61 regulations. 13. 12 gauge wire shall be shielded and taped to waterline. 14. Thrust blocks shall be installed per the latest edition of ISPWC SD-403. REXBURG PUBLIC WORKS JOEL GRAY, ENGINEER 35 NORTH 1ST EAST REXBURG, IDAHO 83440 208) 359-3020 SEWER CONSTRUCTION 1. Final approval and acceptance of all sewer construction will be by the CITY OF REXBURG Public Works Department. 2. Sewer inspection will be by the CITY OF REXBURG Public Works Department and their decisions should be considered as final. The Contractor will notify the CITY OF REXBUREG Public Works Dept. forty-eight 48) hours prior to construction. The CITY OF REXBURG will provide periodic inspections of an eight-hour 8) day from 8:00 a.m. to 5:00 p.m., for a forty-hour (40) week. 3. Service lines shall be marked in accordance with the ISPWC specifications and Standard Drawing SD-512. Service line markers shall remain in place during construction and be present for final inspection. 4. Prior to Final Acceptance, after all utilities are installed and prior to paving, a water test shall be conducted. The Contractor shall contact the CITY OF REXBURG a minimum of twenty-four (24) hours prior to testing. All manholes shall be tested in accordance with the ISPWC. 5. The sewer contractor shall supply all lid assemblies and the required number of risers and grade rings. The sewer contractor shall field verify the elevation of the top of the manhole cone to assure that ring elevations match final street grades. The maximum height of the grade rings shall be such that the finish grade elevation of the manhole frame and cover shall not be more than twelve inches (12") above the manhole cone. 6. The paving contractor shall set the grade rings and pour the concrete collars per ISPWC Standard Drawing SD-508. The paving contractor shall contact the CITY OF REXBURG Public Works Dept. twenty-four (24) hours prior to pouring concrete collars. 7. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is necessary for sewer, storm drain, or irrigation (non-potable lines) and water to cross each other and the non-potable line is less than eighteen inches (18") below, or the non-potable line is above the water main, the non-potable line shall be a PVC pressure pipe conforming to AWWA C-900 and watertight joints for a distance of ten feet (10') on both sides of the water main, in accordance with Section 550.06 of the Idaho Public Drinking Water Standards. One full length of both water main and non-potable line shall be centered over the crossing point so that both joints will be as far from the crossing point as possible. 8. Groundwater levels shall be maintained below the bottom of the trench during the pipe laying and pipe joining operations. 9. All stationing on the Sanitary Sewer line relates to the street centerline stationing. 10. The sewer main shall be tested for deflection in accordance with the ISPWC. All sewer lines shall be televised with a closed circuit television camera in accordance with the ISPWC. No standing water shall be present. 11. The Contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert elevation by the CITY OF REXBURG Public Works Dept. Inspector. The Contractor shall not backfill the ends of service lines until he has obtained approval from the CITY OF REXBURG Public Works Inspector or made other arrangements for the verification of service line invert elevations. Invert elevations shown on plans are calculated at the end of the service lines. 12. The Contractor shall construct the sanitary sewer in accordance with the plans approved by the CITY OF REXBURG Public Works Department. These plans will be provided to the Contractor by the Project Inspector prior to construction. Work shall not be done without the current set of approved plans. 13. All sanitary sewer service lines shall be four inch (4") PVC, stubbed fifteen feet (15') into the lots. Sewer services must be placed with a minimum of 2% slope and identified by a 2"x4" board placed at the end of stub and painted green. 14. Standard sanitary sewer manholes to be constructed in accordance with ISPWC Standard Drawing SD-501,and Drop Manholes per ISPWC SD-504 with a wye and 45° elbowin lieu of a tee and 90° elbow. 15. All sanitary sewer service line trenches shall be tested for compaction in accordance with the ISPWC Standards. 16. Storm drain and irrigation street crossing shall utilize Type 1 bedding material, placed in six inch (6") layers as per ISPWC Typical Trench Detail, Drawing SD-301. 17. Storm drain manholes to be constructed in accordance with ISPWC Standard Drawing SD-612. 18. Do not reinstall or leave in-place damaged pipe. 19. Sewer Department approved "Marking/Detect Type" shall be placed over all sanitary sewer lines. Tape is to be placed a minimum of six inches (6") and maximum of twelve inches (12") above all pipe. CIVIL ENGINEER HLE, INC. DARYL KOFOED, P.E. STEVE HEATH E.I. 985 NORTH CAPITAL IDAHO FALLS, IDAHO 83402 208) 524-0212 DEVELOPER KEVIN ALLCOTT 533 W 2600 S BOUNTIFUL, UT 84010 801) 232-6561 SURVEYOR HLE, INC. CLINT M. JOLLEY, P.L.S. 985 NORTH CAPITAL IDAHO FALLS, IDAHO 83402 208) 524-0212 OWNER HIGLEY DEVELOPMENTS, LLC 282 N POINT DR IDAHO FALLS, ID 83401 208) 390-2596 LEGEND EXST FIRE HYDRANT PROP FIRE HYDRANT EXST WATER VALVE PROP WATER VALVE EXST WTR MTR PIT PROP WTR MTR PIT EXST CATCH BASIN PROP CATCH BASIN EXST STRM MANHOLE PROP STRM MANHOLE EXST SAN SWR MANHOLE PROP SAN SWR MANHOLE EXST POWER POLE PROP POWER POLE EXST LIGHT POLE PROP LIGHT POLE PROP TRANSFORMER PROP GROUND 3-SLEEVES PROP GROUND SLEEVE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE EXST RD CENTER LINE PROP RD CENTER LINE EXST FENCE LINE PROP FENCE LINE EXST WATER LINE PROP WATER LINE EXST WATER SERVICE PROP WATER SERVICE EXST STRM SWR LINE PROP STRM SWR LINE EXST SAN SWR LINE PROP SAN SWR LINE EXST SAN SWR SERVICE PROP SAN SWR SERVICE EXST OVERHEAD POWER PROP OVERHEAD POWER EXST UNDRGRND POWER PROP UNDRGRND POWER EXST FIBER OPTIC LINE PROP FIBER OPTIC LINE EXST GAS LINE PROP GAS LINE EXST TELEPHONE LINE GRADE BREAK EXST MAJOR CONTOUR EXST MINOR CONTOUR PROP MAJOR CONTOUR PROP MINOR CONTOUR EXST BUILDING PROP BUILDING EXST LANDSCAPING PROP LANDSCAPING EXST CONCRETE PROP CONCRETE EXST ASPHALT PROP ASPHALT EXST GRAVEL PROP GRAVEL OPEN WATER OTHER ELECTRICAL CONSTRUCTION Coordinate all new electrical facilities with Rocky Mountain Power prior to construction. ST O N E B R I D G E S U B D I V I S I O N D I V 2 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D July 11, 2022 Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 4 3 6 A M D W G T o P D F p c 3 CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O TE S T I N G R E C O R D S 2016-674 3 14 DATE:July 11, 2022 1. Quality control testing must be performed to ensure that all construction methods and materials are in accordance with ISPWC standards. 2. The testing also aids the Project Engineer and appropriate governing body (i.e. city, county, etc.) in the process of certification and final acceptance of the development. 3. Completion of this form will signify the preliminary acceptance by the Project Engineer and recommendation of the proposed development for final approval. Ultimately, final approval is at the discretion of the governing body of the proposed development (i.e. city, county, etc.) 4. Failure to perform required testing and/or to receive initialization from Project Engineer will result in non acceptance of the the development. 5. Contractor assumes responsibility to contact Project Engineer 24 hours prior to required testing. Should scheduling conflicts arise due to failure to provide sufficient notice, said Contractor must reschedule at his/her own cost. 6. Fiber conduit for City Fiber will be required. NOTES: ROADWAY TESTING 1. Approval of clearing and grubbing of native material. Certify removal of all organics. 2. Approval of sub-grade materials. Scarify and compact sub- grade to meet compaction requirements per governing specifications (i.e. contract, Geotech report, ISPWC, etc.) 3. Approval of sub-base materials (pit run). Lift placement not to exceed 8". Provide sufficient compaction to meet requirement per governing specifications (i.e. contract, Geotech report, ISPWC, etc.) 4. Approval of aggregate base materials (3/4" crush). Lift placement not to exceed 8". Provide sufficient compaction to meet requirements per governing specifications (i.e. contract, Geotech report, ISPWC, etc.) 5. Apply asphalt tack coat on contact surfaces of transverse and cold longitudinal joints. 6. Approval of asphalt placement. Asphalt mat must meet min. thickness requirements after compaction. Provide sufficient compaction to meet requirements per governing specifications i.e. contract, Geotech report, ISPWC, etc.) HLE INSPECTOR/ DATEFREQUENCY CITY INSPECTOR/ DATE CONCRETE TESTING 1. Approval of aggregate base, compaction, and rebar placement prior to pouring of concrete. 2. Use of expansion joints/material in sidewalks, slabs, and other items as required per ISPWC Section 703. 3. Provide proper surfacing, edging, and finish work as described by ISPWC Sections 703 and 705. 4. Concrete testing for slump, air entrainment, and compressive strength shall be performed for each concrete structure (i.e. curb, sidewalk, slabs, footings, walls, etc.). Testing required every 100 cu. yd. and/or individual calendar day per ISPWC Section 703. HLE INSPECTOR/ DATEFREQUENCY CITY INSPECTOR/ DATE CITY INSPECTOR/ DATE CITY INSPECTOR/ DATE SEWER SYSTEM TESTING 1. 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 TESTING 1. 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 STORM SYSTEM TESTING 1. Approval of stormline 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 stormline placement and verification of 18" seperation from all potable waterlines. 4. Provide proper compaction of stormline trench. Test compaction of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306. 5. Provide proper compaction around all storm drains and manholes. Meet compaction requirement established in ISPWC Section 306. 6. Properly place non-shrink grouting around all piping and/or other voids in catch basins and manholes per ISPWC Section 502. 7. Provide concrete collars around all manholes. Concrete collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-508. 8. Clean out all manholes and flush storm lines to provide a debris free stormwater system. HLE INSPECTOR/ DATEFREQUENCY CITY INSPECTOR/ DATE ST O N E B R I D G E S U B D I V I S I O N D I V 2 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 4 3 9 A M D W G T o P D F p c 3 N8 9 ° 59 ' 5 1 " E 10 6 . 00 ' 90 . 0 3 4005 L4980 21 4 4 1 7 1 2 76 1 2 3 4 5 6 7 8 36 37 LO T 18 LO T 26 LO T 16 LO T 12 LO T 14 LO T 13 LO T 8 LO T 9 LO T 1 LO T 2 LO T 3 LO T 4 LO T 5 LO T 6 LO T 8L O T 7 LO T 11 L O T 10 L O T 9 LO T 12 LO T 24 LO T 13 LO T 14 LO T 15 LO T 17 LO T 19 LO T 18 LO T 20 LO T 21 LO T 3 LO T 22 LO T 23 LO T 25 LO T 14 LO T 4L O T 13 LO T 12 LO T 5 LO T 6 LO T 10 LO T 11 LO T 8 LO T 9 LO T 7 LO T 39 LO T 37 LO T 38 LO T 33 LO T 35 L O T 36 LO T 34 LO T 31 LO T 32 LO T 27 LO T 29 LO T 30 LO T 24 LO T 28 LO T 25 LO T 20 LO T 23 LO T 21 L O T 22 LO T 19 LO T 17 LO T 15 LO T 9 LO T 10 LO T 11 S0 ° 00 ' 09 " E 13 . 2 4 ' N7 6 ° 29 19 W 60 4 . 66 N8 9 ° 59 ' 5 1 " E 17 9 . 00 ' N8 9 ° 59 ' 51 " E 11 1 . 00 ' N0 ° 00 ' 09 " W 13 . 24 ' N8 9 ° 59 ' 5 2 " E 83 5 . 37 ' S212525E14205 S142744W24145 N 4 4 2 6 3 0 W 2 0 9 4 N8 8 ° 58 ' 45 " E 10 5 . 25 ' S4 7 4 6 4 2 W 5 9 5 2 8 N7 5 ° 22 ' 4 6 E 69 . 02 ' S04830W12820 N00009W94719 S8 1 ° 22 ' 13 " W 11 4 . 16 ' S00009E 11000 S2 5 51 43 W 12 656 S00009E80068 S00009E 11000 S00009E 11000 S00009E 11000 S00009E 11000 S00009E 11000 N 3 6 1 4 2 7 W 1 2 4 9 7 N60624W 17424 N00009W 11000 N8 9 ° 59 ' 5 1 " E 14 0 . 00 ' N8 9 ° 59 ' 51 " E 10 6 . 00 ' N8 9 ° 59 ' 5 1 " E 10 6 . 00 ' N8 9 ° 59 ' 5 1 " E 10 6 . 0 0 ' N6 3 ° 3 6 0 2 E 12 0 . 4 2 86 . 00 ' 86 . 0 0 ' 80009000 826898009800980098009800 11124 9800 9800 9800 9800 11268 91 . 00 ' 61 . 00 ' 84 . 00 ' 90 . 0 0 ' 90 . 0 0 ' 90 . 0 0 ' 90 . 0 0 ' 46 . 08 ' 9000 N3 7 1 3 4 1 E 1 3 6 9 5 S7 5 ° 40 ' 3 7 W 11 8 . 16 ' S8 8 ° 52 ' 41 " W 13 0 . 54 ' N6 4 06 42 W 12 9 25 S 4 3 5 9 3 6 E 1 2 9 4 3 N 3 5 1 9 4 0 W13818 N 3 3 2 6 4 4 W14478 S 3 1 4 9 0 2 E 1 5 1 8 5 S2 7 52 25 W 12 2 28 S 2 0 0 5 4 8 E12001 N00009W 11000 S00009E 11000 N8 9 ° 59 ' 51 " E 14 7 . 68 ' N8 9 ° 59 ' 5 3 " E 12 5 . 32 ' 84 . 00 ' 91 . 00 ' 91 . 00 ' 91 . 00 ' 9000 39 . 87 ' N7 0 06 57 W 14 5 . 14 N8 9 ° 59 ' 53 " E 10 4 . 0 1 ' N8 9 ° 59 ' 53 " E 10 4 . 00 ' N8 9 ° 59 ' 53 " E 10 4 . 0 0 ' 10500 10500 10468 84 . 00 ' 90 . 0 0 ' 76 . 0 0 ' 85 . 6 0 83 . 3 0 90 . 0 0 53 . 6 3 11 1 . 00 ' 10 4 . 0 0 ' 90 . 0 0 ' 90 . 0 0 ' 90 . 0 0 ' 90 . 0 0 ' 11 9 . 75 ' 42 . 22 ' 14 1 . 40 ' 8000 9000 10000 10000 9000 9000 9000 11870 9579 9000 31 . 72 ' 86 . 8 8 99 . 78 ' 14107S00009E 14107 14681 15254 15821 N00009W 16389 N00031W 16955 N161007W53314 N 3 4 3 7 5 7 W16451 S 3 4 3 7 5 7 E15252 S 3 4 3 7 5 7 E14053 S 3 5 0 2 4 5 E12849 S5 9 0 2 2 5 E 13 5 1 3 S7 1 ° 04 43 E 11 5 . 88 S8 9 ° 57 ' 4 9 " E 10 2 . 21 ' N7 4 ° 25 3 0 E 11 7 . 71 ' 17 . 1 1 7103 7103 5410 1409 S00009E11725 N8 9 ° 59 ' 2 8 " E 14 5 . 26 ' 55 . 26 ' 90 . 0 0 ' N00009W 13268 N8 9 ° 59 ' 5 1 " E 11 1 . 00 ' N8 9 ° 59 ' 5 1 " E 11 1 . 00 ' N8 9 ° 59 ' 51 " E 11 1 . 00 ' N8 9 ° 59 ' 51 " E 11 1 . 00 ' N8 9 ° 59 ' 5 1 " E 11 1 . 00 ' N8 9 ° 59 ' 5 1 " E 11 1 . 00 ' N8 9 ° 59 ' 5 1 " E 11 1 . 00 ' N8 9 ° 59 ' 5 1 " E 11 1 . 00 ' 9800 9800 N00009W 9800 N00009W 9800N00006W11124 9800 87 . 19 ' 87 . 19 ' 86 . 19 ' 86 . 19 ' 86 . 20 ' S51853W 13593 10 6 82 48 . 99 N00009W 12468 N00009W 12468 4174 13049 N00009W19943 S8 9 ° 59 ' 5 1 " W 28 . 00 ' S 4 6 1 4 3 6 E 1 5 5 8 8 13 . 10 ' 91 . 00 ' 91 . 00 ' 91 . 00 ' S00009E10500 9275 10500 14 . 9 4 ' N5 9 ° 5 1 5 8 E 1 5 2 1 4 S3 4 18 37 W 70 84 N5 9 ° 5 1 5 8 E 1 5 2 1 4 N91632E11948 684136355108 N 2 0 4 9 4 7 W 1 5 2 9 9 10526 2000 87 . 3 6 10 3 5 2 91 . 2 6 90 . 8 0 90 . 8 0 11 8 1 8 N8 6 ° 13 ' 53 " W 13 7 . 64 ' 86 . 17 ' N8 9 ° 59 ' 5 1 " E 10 6 . 00 ' L= 3 1. 42 ' L = 3 1 4 2 L21. 01 ' L 6 0 0 3 L 60 . 02 ' L= 14 . 05 ' L = 5 0 . 7 7 ' L = 3 8 . 7 5 ' L 7 8 5 4 L = 3 1. 42 ' L 3 1.42 ' L= 31 . 42 ' L 6 3 1 6 L= 42 . 36 ' L= 31 . 06 ' L= 8 2 . 2 4 ' L= 64 .82 ' L81. 17 L8860 L7330 L 2 8. 83 ' L= 13 0 . 01 ' L = 11 6 . 75 ' L= 77 . 32 ' L = 7 7. 0 9' L = 7 7 . 0 2 ' L = 4 9 . 0 1' 1 1 6 6 4 6 8 L= 31 . 4 2 ' L= 31 . 42 ' L= 43 . 00 ' L= 61 . 56 ' L= 62 . 1 5 ' L= 16 . 95 ' L= 61 . 4 0 ' 15 P U E TY P 15 ' P. U. E. TY P 15 ' P. U. E. TY P 72 . 95 ' 86 . 00 ' 87 . 00 ' 87 . 0 0 ' 90 . 0 0 90 . 0 0 50 . 3 4 35 8 2 7 20 6 . 00 ' 35 8 . 00 ' S0 0 0 0 9 E 77 7 0 0 93 5 . 61 ' PE D E S T R I A N P A T H 86 . 0 0 ' 86 . 00 ' 86 . 0 0 ' N8 6 ° 13 ' 53 " W 78 5 . 77 ' S5 5 ° 4 7 4 9 W 2 0 3 4 0 68 68 68 68 ' MEADOWBROOK TA N G L E W O O D RI V E R W O O D 68 ' 68 ' LOT16 S161007E59512 13 . 36 ' L= 12 . 02 ' L=73 .74 ' 11619 LO T 26 48 36 48 3 6 48 37 4836 48 3 5 48 364837 4836 48 3 6 48 3 6 48 3 6 48 3 6 4836 CH E C K BY DA T E SH E E T S DR A W N BY JO B NO : RE V I S I O N S OF SH E E T NO . DE S I G N BY DK R L R Z:Projects002016Projects16674STONEBRIDGEdwgDevelopmentDwgsStonebridgeDiv2ConstructionDrawingsNewStreetSection12202021dwg REXBURGIDAHO PROJECTOVERALL 20 1 6 - 67 4 4 14 W E SN 24 " X3 6 " ) DA T E : Ju l y 11 , 20 2 2 STONEBRIDGESUBDIVISIONDIV2 COPYRIGHT2017HLEALLRIGHTSRESERVED HL E Z:Projects002016Projects16674STONEBRIDGEdwgDevelopmentDwgsStonebridgeDiv2ConstructionDrawingsNewStreetSection12202021dwg7112022110443AMDWGToPDFpc3 St o r m d r a i n a g e c a l c u l a t i o n s a r e r e q u i r e d . E a s e m e n t r e q u i r e d f o r sa n i t a r y s e w e r l i n e . N89° 59' 51"E 106.00' 90.0 3 21 4 4 1 1 2 7 6 1 2 3 4 5 6 LOT 18 LOT 26 LOT 16 LOT 8 LOT 9 LOT 1 LOT 2 LO T 3 LOT 4 LOT 5 LOT 6 LOT8LOT7 LOT11LOT10LOT9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 17 LOT3LOT14 LOT4LOT13 LOT 12 LOT 5 LOT 6 LOT 10 LOT 11 LOT 8 LOT 9 LOT 7 LOT 39 LOT 37 LOT 38 LOT35LOT36 LOT 34 LOT 31 LOT 27 LOT 29 LOT 30 LOT 24 LOT 28 LOT 25 LOT 20 LOT 23 LOT21LOT22 LOT 19 LOT 17 LOT 15 S0° 00' 09"E 13.24' N76° 29 19 W 604.66 N89° 59' 51"E 179.00' N89° 59' 51"E 111.00' N0° 00' 09"W 13.24' N89° 59' 52"E 835.37' N 4 4 2 6 3 0 W 2 0 9 4 N0 0 0 0 9 W 9 4 7 1 9 S0 0 0 0 9 E 11 0 0 0 S0 0 0 0 9 E 8 0 0 6 8 S0 0 0 0 9 E 11 0 0 0 S0 0 0 0 9 E 11 0 0 0 S0 0 0 0 9 E 11 0 0 0 S0 0 0 0 9 E 11 0 0 0 S0 0 0 0 9 E 11 0 0 0 N 6 0 6 2 4 W 1 7 4 2 4 N0 0 0 0 9 W 11 0 0 0 N89° 59' 51"E 140.00' N89° 59' 51"E 106.00' N89° 59' 51"E 106.00' N89° 59' 51"E 106.00' N63° 3 6 0 2 E 120.4 2 86.00' 86.00' 80 0 0 90 0 0 82 6 8 98 0 0 98 0 0 98 0 0 98 0 0 98 0 0 11 1 2 4 98 0 0 98 0 0 98 0 0 98 0 0 11 2 6 8 91.00'61.00' 84.00'90.00'90.00'90.00'90.00'46.08' 90 0 0 N37 1 3 4 1 E 1 3 6 9 5 N 3 3 2 6 4 4 W 1 4 4 7 8 S 3 1 4 9 0 2 E 1 5 1 8 5 S2 7 52 25 W 122 28 S 2 0 0 5 4 8 E 1 2 0 0 1 N0 0 0 0 9 W 11 0 0 0 S0 0 0 0 9 E 11 0 0 0 N89° 59' 51"E 147.68'N89° 59' 53"E 125.32' 84.00'91.00'91.00'91.00' 90 0 0 39.87' N70 06 57 W145.14 N89° 59' 53"E 104.01' N89° 59' 53"E 104.00' N89° 59' 53"E 104.00' 10 5 0 0 10 5 0 0 10 4 6 8 84.00'90.00'76.00' 85.6 0 111.00'104.00'90.00'90.00'90.00'90.00'119.75' 80 0 0 90 0 0 10 0 0 0 10 0 0 0 90 0 0 90 0 0 90 0 0 11 8 7 0 95 7 9 90 0 0 31.72' 99.78' 14 1 0 7 S0 0 0 0 9 E 14 1 0 7 14 6 8 1 15 2 5 4 15 8 2 1 N0 0 0 0 9 W 16 3 8 9 N0 0 0 3 1 W 16 9 5 5 N 1 6 1 0 0 7 W 5 3 3 1 4 N 3 4 3 7 5 7 W 17.1 1 S0 0 0 0 9 E 1 1 7 2 5 N89° 59' 28"E 145.26' 55.26'90.00' N0 0 0 0 9 W 13 2 6 8 N89° 59' 51"E 111.00' N89° 59' 51"E 111.00' N89° 59' 51"E 111.00' N89° 59' 51"E 111.00' N89° 59' 51"E 111.00' N89° 59' 51"E 111.00' N89° 59' 51"E 111.00' N89° 59' 51"E 111.00' 98 0 0 98 0 0 N0 0 0 0 9 W 98 0 0 N0 0 0 0 9 W 98 0 0 N0 0 0 0 6 W 1 1 1 2 4 98 0 0 87.19' 87.19' 86.19' 86.19' 86.20' S5 1 8 5 3 W 13 5 9 3 106 82 48. 99 N0 0 0 0 9 W 12 4 6 8 N0 0 0 0 9 W 12 4 6 8 41 7 4 13 0 4 9N0 0 0 0 9 W 1 9 9 4 3 S89° 59' 51"W 28.00' S 4 6 1 4 3 6 E 1 5 5 8 8 13.10' 91.00'91.00'91.00' S0 0 0 0 9 E 1 0 5 0 0 92 7 5 10 5 0 0 14.94' N59° 5 1 5 8 E 1 5 2 1 4 N59° 5 1 5 8 E 1 5 2 1 4 N86° 13' 53"W 137.64' 86.17' N89° 59' 51"E 106.00' L=3 1.42' L =3 1 4 2 L 2 1. 01' L 6 0 0 3 L 60. 02' L=14.05 'L =5 0 .7 7 ' L =3 8 .7 5 ' L 7 8 5 4 L =3 1.42'L 3 1. 42' L=31.42' L=42.36' L=31.06' L =8 2 .2 L=31.42' L=31.42' L=43.00' L=61.56' L=62.15' L=16.95' L=61.40' 15 P U E TY P 15' P.U.E. TYP 15' P.U.E. TYP 72. 95' 86.00'87.00'87.00' 90.0 0 50.3 4 35 8 2 7 206.00'358.00' S0 0 0 0 9 E 77 7 0 0 935.61' PEDESTRIAN P A T H 86. 00'86.00'86. 00' N86° 13' 53"W 785.77' S55° 4 7 4 9 W 2 0 3 4 0 68 68 68 68' ME A D O W B R O O K TANGLEWOOD RIVERWOOD 68' 68' L O T 1 6 S 1 6 1 0 0 7 E 5 9 5 1 2 13.36' L=12.02' 48 36 4836 48 37 48 3 6 4835 48 36 48 3 7 4 8 3 6 4836 4836 4836 48 3 6 48 3 6 N: 791444.56, E: 760424.65 Stonebridge-Tanglewood Number L1 C1 L2 Begin Station 0+00.00 7+16.68 8+48.62 End Station 7+16.68 8+48.62 14+71.29 Radius 84.00 Length 716.68 131.95 622.67 Line/Chord Direction S0° 00' 09.00"E S45° 00' 09.00"E N89° 59' 51.00"E Begin Point N: 791802.98, E: 760564.63 N: 791086.30, E: 760564.66 N: 791002.31, E: 760648.67 End Point N: 791086.30, E: 760564.66 N: 791002.31, E: 760648.67 N: 791002.33, E: 761271.34 Meadowbrook Number L5 Begin Station 0+00.00 End Station 8+00.68 Radius Length 800.68 Line/Chord Direction N0° 00' 09.00"W Begin Point N: 791002.31, E: 760854.67 End Point N: 791802.99, E: 760854.63 Stub Road Number L7 Begin Station 0+00.00 End Station 1+40.00 Radius Length 140.00 Line/Chord Direction S89° 59' 51.00"W Begin Point N: 791444.57, E: 760564.65 End Point Riverwood Number L6 Begin Station 0+00.00 End Station 5+90.32 Radius Length 590.32 Line/Chord Direction N89° 59' 51.59"E Begin Point N: 791514.99, E: 760854.65 End Point N: 791515.02, E: 761444.97 CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O GE N E R A L L A Y O U T 2016-674 5 14 W E S N 24"X36") DATE:July 11, 2022 LEGEND EXST FIRE HYDRANT PROP FIRE HYDRANT EXST WATER VALVE PROP WATER VALVE EXST WTR MTR PIT PROP WTR MTR PIT EXST CATCH BASIN PROP CATCH BASIN EXST STRM MANHOLE PROP STRM MANHOLE EXST SAN SWR MANHOLE PROP SAN SWR MANHOLE EXST POWER POLE PROP POWER POLE EXST LIGHT POLE PROP LIGHT POLE PROP TRANSFORMER PROP GROUND 3-SLEEVES PROP GROUND SLEEVE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE EXST RD CENTER LINE PROP RD CENTER LINE EXST FENCE LINE PROP FENCE LINE EXST WATER LINE PROP WATER LINE EXST WATER SERVICE PROP WATER SERVICE EXST STRM SWR LINE PROP STRM SWR LINE EXST SAN SWR LINE PROP SAN SWR LINE EXST SAN SWR SERVICE PROP SAN SWR SERVICE EXST OVERHEAD POWER PROP OVERHEAD POWER EXST UNDRGRND POWER PROP UNDRGRND POWER EXST FIBER OPTIC LINE PROP FIBER OPTIC LINE EXST GAS LINE PROP GAS LINE EXST TELEPHONE LINE GRADE BREAK EXST MAJOR CONTOUR EXST MINOR CONTOUR PROP MAJOR CONTOUR PROP MINOR CONTOUR EXST BUILDING PROP BUILDING EXST LANDSCAPING PROP LANDSCAPING EXST CONCRETE PROP CONCRETE EXST ASPHALT PROP ASPHALT EXST GRAVEL PROP GRAVEL OPEN WATER OTHER ST O N E B R I D G E S U B D I V I S I O N D I V 2 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D HLE Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 4 5 1 A M D W G T o P D F p c 3 N8 9 5 9 5 1 E 10 6 0 0 214.41' LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LO T 6 LOT 8 LOT 7 LOT 14 LOT 13 LOT 12 LOT10LOT11 LOT 9 15' P.U.E. TYP 358.27' P E D E S T R I A N P A T H 2+00 3+00 4+00 5+00 6+00 7+00 8+ 00 9+ 0 0 0+ 0 0 1+ 0 0 1+40 68' 68 4836 48 3 6 4837 4836 4 8 3 5 4 8 3 6 403-1 401-1 UTILITY NOTES: INSTALL 8" C50 DIP@ 6' MIN. COVER INSTALL 8" GATE VALVE INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD-404. INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD-401 INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SD-501 INSTALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-504 INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SD-511A, SD511B. INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. INSTALL 12" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 18" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 24" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SD-601 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD-611 18" MIN VERTICAL SEPERATION BETWEEN WATER/STORM WATER AND WATER/SEWER STORM OUTLET PER ISPWC. NOT USED STUB AND PLUG PIPE 404-1 405-1 501-1 502-1 504-1 505-1 601-1 602-1 602-2 601-2 601-3 603-1 603-2 603-3 402-1 511-1 406-1 604-1 502-2 601-4 4816 4820 4824 4828 4832 4836 4840 4844 0+00 1+00 48 3 6 7 48 3 6 6 9 2+00 48 3 6 7 48 3 6 7 0 48 3 6 6 48 3 6 6 5 3+00 48 3 6 5 48 3 6 4 8 48 3 6 4 48 3 6 4 0 4+00 48 3 6 3 48 3 6 3 1 48 3 6 1 48 3 6 1 5 5+00 48 3 7 0 48 3 7 0 5 48 3 6 9 48 3 6 8 7 6+00 48 3 6 7 48 3 6 7 2 48 3 6 6 48 3 6 5 7 7+00 48 3 6 4 48 3 6 4 1 48 3 6 7 48 3 6 7 4 8+00 48 3 6 8 48 3 6 8 2 48 3 6 8 48 3 6 7 7 9+00 48 3 6 4 LOW PT STA: 3+93.36 LOW PT ELEV: 4835.50 PVI STA:3+58.41 PVI ELEV:4835.28 K:99.96 LVC:150.00 BV C S 2 8 3 4 1 BV C E 4 8 3 6 1 1 EV C S 4 3 3 4 1 EV C E 4 8 3 5 5 8 50.27 LF @ 0.41% PV I S t a 3 0 4 4 1 El e v 4 8 3 5 9 0 0 PV I S t a 3 3 6 4 1 El e v 4 8 3 6 1 0 5 50.27 LF @ 1.16% PV I S t a 3 8 0 4 1 El e v 4 8 3 6 1 0 5 PV I S t a 4 1 2 4 1 El e v 4 8 3 5 5 2 2 Install 162' of 8" DIP C50 W aterline Install 402' of 8" DIP C50 Waterline San. MH #1 Sta.:1+59.04 OFF:0.00 Rim:4837.44 INV OUT:4823.96 8" S San. MH #2 Sta.:3+72.33 OFF:0.00 Rim:4836.59 INV IN:4821.83 8" N INV IN:4821.83 8" W INV OUT:4821.73 8" S Install 363' of 8" ASTM D-3034 San Pipe @ 0 40 San. MH #4 Sta.:8+34.19 OFF:1.26R Rim:4835.27 INV IN:4819.79 INV OUT:4819.69 Install 95' of 8" ASTM D-3034 San Pipe @ 0.40% CB #4 Sta.:8+48.62 OFF:18.00R Rim:4834.76 INV OUT:4829.79 12" N Install 84' of 24" ADS N12 Storm Pipe @ 0.17% Storm MH #4 Sta.:8+48.62 OFF:10.00R Rim:4835.04 INV IN:4828.77 INV IN:4829.77 INV IN:4829.77 INV OUT:4828.67 CB #1 Sta.:3+04.41 OFF:18.00R Rim:4835.40 INV OUT:4830.83 12" S Install 96' of 12" ADS N12 Storm Pipe @ 0.22% CB #2 Sta.:3+93.33 OFF:-18.00L Rim:4835.00 INV IN:4830.62 12" N INV OUT:4830.52 12" SW Install 34' of 12" ADS N12 Storm Pipe @ 0.22% CB #3 Sta.:4+12.41 OFF:18.00R Rim:4835.02 INV OUT:4830.47 12" E Install 307' of 12" ADS N12 Storm Pipe @ 0.22% Storm MH #1 Sta.:4+13.06 OFF:10.00R Rim:4835.31 INV IN:4830.45 INV IN:4830.45 INV OUT:4830.35 PV I S t a 1 4 4 1 8 El e v 4 8 3 7 6 4 0 MA T C H E X I S T I N G PV I S t a 6 1 5 9 8 El e v 4 8 3 6 3 1 5 PV I S t a 7 1 6 6 8 El e v 4 8 3 5 9 0 9 PV I S t a 8 4 8 6 2 El e v 4 8 3 5 2 5 5 EXISTING GROUND TBC PROFILE EXISTING GROUND Install 213' of 8" ASTM D 3034 San Pipe @ 1 00 TIE INTO EXISTING 8" WATERLINE FIELD VERIFY ELEVATION AND LOCATION RT TBC RT TBC LT TBC Install 28' of 12" ADS N12 Storm Pipe @ 0.22% Install 8' of 12" ADS N12 Storm Pipe @ 0.22% PV I S t a 1 4 4 1 8 El e v 4 8 3 7 6 4 0 MA T C H E X I S T I N G PV I S t a 6 1 5 9 8 El e v 4 8 3 6 3 1 5 PV I S t a 7 1 6 6 8 El e v 4 8 3 5 9 0 9 PV I S t a 8 4 8 6 2 El e v 4 8 3 5 2 5 5 San. MH #3 Sta.:7+35.41 OFF:2.13R Rim:4835.75 INV IN:4820.27 8" N INV OUT:4820.17 8" SE CB #5 Sta.:8+48.62 OFF:-18.00L Rim:4834.76 INV OUT:4829.83 12" S 1.10%0.40%-0.40% 0.50% Install 153' of 8" ASTM D-3034 San Pipe @ 0.40% Install 100' of 8" DIP C50 Waterline Storm MH #3 Sta.:7+73.46 OFF:16.48R Rim:4835.35 INV IN:4829.43 INV IN:4828.53 INV OUT:4828.43 Install 8' of 12" ADS N 12 Storm Pipe @ 0.22% Install 189' of 24" ADS N 12 Storm Pipe @ 0.23% Storm MH #2 Sta.:7+19.46 OFF:10.05R Rim:4835.67 INV IN:4829.67 12" N INV OUT:4829.57 12" S Install 62' of 12" ASTM D-3034 San Pipe @ 0.22% SITE NOTES: INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO. 6 INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. 7 INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6 LANDSCAPING INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO) 701-1 701-2 701-3 701-4 701-5 CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O ST O N E B R I D G E 2016-674 6 14 W E SN 24"X36") DATE:July 11, 2022 401-1 401-1 401-1 403-1 403-1 401-1 404-1 404-1 404-1 404-1 404-1404-1404-1 405-1 405-1 405-1 405-1 405-1 405-1405-1 501-1 501-1 501-1 501-1 501-1 502-1 502-1 502-1 502-1 504-1 504-1 504-1 504-1 504-1 504-1 504-1 504-1 504-1504-1 504-1 504-1 601-1 601-1 601-1 601-3 601-3 602-1 602-1 602-1 602-1 701-1 701-1 701-1 701-1701-2 701-2 701-3 701-3 701-3 701-3 701-3 701-4 701-4 70 1 4 70 1 4 701-4 701-4 601-1 601-3 602-2 602-2 602-2 404-1 603-1 603-2 701-5 701-5404-1 404-1 601-1601-1 402-1 406-1 604-1 701-4 701-4 701-8402-1 ST O N E B R I D G E S U B D I V I S I O N D I V 2 SN-1 SN-2 SN-3 SN-4 ST U B R O A D CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D HLE 405-1 405-1 404-1 504-1 504-1 404-1 405-1 602-1 405-1 SD-1 SD-3 SD-4 SAWCUT TRANSITION CURB, ASPHALT, AND SIDEWALK TRANSITION CURB, ASPHALT, AND SIDEWALK STONEBRIDGE SD-2 701-3 602-2 Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 0 2 A M D W G T o P D F p c 3 LO T 1 1 LO T 1 0 LO T 1 2 LOT 17 LO T 8 LO T 2 3 LOT21LO T 2 2 50.3 4 206.00' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+ 0 0 0+ 0 0 1+ 0 0 68 ME A D O W B R O O K TANGLEWOOD 68' 0 0 0 1 0 0 48 36 4836 SITE NOTES: INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO. 6 INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. 7 INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6 LANDSCAPING INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO) NOT USED 403-1 401-1 UTILITY NOTES: INSTALL 8" C50 DIP@ 6' MIN. COVER INSTALL 8" GATE VALVE INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD-404. INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD-401 INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SD-501 INSTALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-504 INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SD-511A, SD511B. INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. INSTALL 12" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 18" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 24" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SD-601 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD-611 18" MIN VERTICAL SEPERATION BETWEEN WATER/STORM WATER AND WATER/SEWER STORM OUTLET PER ISPWC. NOT USED STUB AND PLUG PIPE 404-1 405-1 501-1 502-1 504-1 505-1 601-1 602-1 602-2 701-1 701-2 701-3 701-4 601-2 601-3 603-1 603-2 603-3 701-5 402-1 511-1 406-1 604-1 502-2 601-4 4816 4820 4824 4828 4832 4836 4840 4844 4848 9+00 48 3 6 4 48 3 6 4 0 48 3 7 1 48 3 7 0 7 10+00 48 3 7 3 48 3 7 3 1 48 3 7 7 48 3 7 7 1 11+00 48 3 8 0 48 3 8 0 1 48 3 7 8 48 3 7 8 3 12+00 48 3 8 1 48 3 8 0 6 48 3 8 0 48 3 7 9 6 13+00 48 3 8 1 48 3 8 1 0 48 3 8 1 48 3 8 1 2 14+00 48 3 8 3 48 3 8 3 0 48 3 8 6 48 3 8 5 7 15+00 48 3 9 1 48 3 9 0 7 48 4 0 1 48 4 0 1 1 50.27 LF @ 1.25%PV I S t a 1 0 0 0 6 2 El e v 4 8 3 5 8 6 3 PV I S t a 1 0 3 2 6 2 El e v 4 8 3 6 4 9 3 50.27 LF @ 0.41% PV I S t a 1 0 7 6 6 2 El e v 4 8 3 6 4 9 3 PV I S t a 1 1 0 8 6 2 El e v 4 8 3 6 2 8 8 Install 216' of 8" DIP C50 Waterline Install 153' o f 8 D I P C 5 0 W a t e r l i n e San. DROP MH #5 Sta.:10+64.62 OFF:0.00 Rim:4836.81 INV IN:4818.77 8" W INV IN:4822.97 8" N INV OUT:4818.67 8" E San. MH #6 Sta.:14+22.62 OFF:0.00 Rim:4837.54 INV IN:4817.24 8" W INV OUT:4817.14 8" E Install 206' of 24" ADS N12 Storm Pipe @ 0.18% Install 149' of 18" ADS N12 Storm Pipe @ 0.81% Storm MH #5 Sta.:10+54.62 OFF:10.00R Rim:4836.22 INV IN:4829.65 INV IN:4830.15 INV IN:4829.65 INV OUT:4829.15 CB #6 Sta.:11+08.62 OFF:-18.00L Rim:4835.79 INV OUT:4830.28 12" SW Install 61' of 12" ADS N12 Storm Pipe @ 0.22% END OF ASPHALT STA:11+92.64 ELEV:4836.63 PV I S t a 1 0 5 4 6 2 El e v 4 8 3 6 0 7 9 LT TBC LTTBCRTTBC Install 250' of 8" ASTM-3034 San. Pipe @ 0.40% Stub and Plug INV=4830.85 Stub and Plug. PV I S t a 1 0 5 4 6 2 El e v 4 8 3 6 0 7 9 MAINTAIN MIN 18" VERTICAL CLEARANCE 0.40% Install 97' of 8" ASTM D-3034 San. Pipe @ 0.40% Install 358' of 8" ASTM D-3034 San. Pipe @ 0 40 Install 231' of 8" ASTM D-3034 San. Pipe @ 0 40 Install 219' of 21" ASTM-3034 San. Pipe @ 0.28% San. MH #7 Sta.:15+18.07 OFF:6.44R Rim:4837.90 INV IN:4815.67 21" NE INV IN:4816.75 8" W INV OUT:4815.57 21" S Install 274' of 18" ADS N 12 Storm Pipe @ 0.12% Install 20' of 21" ASTM D-3034 San. Pipe @ 0.10% INV=4815.690 CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O TA N G L E W O O D 2016-674 7 14 24"X36") DATE:July 11, 2022 W E S N 401-1 401-1 401-1 404-1404-1 405-1405-1 501-1501-1 501-1 502-2 504-1 504-1 504-1 601-3 601-2 601-1 601-2 602-2 602-1 701-1 701-1 701-2 701-3 701-3 701-3 70 1 4 701-4 70 1 4 603-1 701-5 402-1 604-1 604-1 402-1 ST O N E B R I D G E S U B D I V I S I O N D I V 2 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D SN-5 SN-6 SN-7 HLE 504-1 405-1 404-1 701-2 SD-5 402-1 604-1 505-1 505-1 TANGLEWOOD Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 1 2 A M D W G T o P D F p c 3 1 2 1 2 LOT 26 LOT 11 LOT 10 LOT 12 LOT 3 LOT 4 LOT 5 LOT6LOT8LOT7 LOT 39 LOT 38 LOT 27 LOT 24 LOT 25 LOT 20 LOT 23 LOT 22 LOT 19 S0° 00' 09"E 800.68' 15 P U E TY P 15 P U E TY P 20 6 0 0 9+ 0 0 10 0 0 11 0 0 12 0 0 13 0 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+008+01 0+ 0 0 1+ 0 0 2+ 0 0 68' 68' 68 MEADOWBROOK TA N G L E W O O D RI V E R W O O D 4836 4837 4836 48 3 6 48 3 6 4836 4836 SITE NOTES: INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO. 6 INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. 7 INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6 LANDSCAPING INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO) 403-1 401-1 UTILITY NOTES: INSTALL 8" C50 DIP@ 6' MIN. COVER INSTALL 8" GATE VALVE INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD-404. INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD-401 INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SD-501 INSTALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-504 INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SD-511A, SD511B. INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. INSTALL 12" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 18" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 24" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SD-601 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD-611 18" MIN VERTICAL SEPERATION BETWEEN WATER/STORM WATER AND WATER/SEWER STORM OUTLET PER ISPWC. NOT USED STUB AND PLUG PIPE 404-1 405-1 501-1 502-1 504-1 505-1 601-1 602-1 602-2 701-1 701-2 701-3 701-4 601-2 601-3 603-1 603-2 603-3 701-5 402-1 511-1 406-1 604-1 502-2 601-4 4820 4824 4828 4832 4836 4840 4844 0+00 48 3 7 7 48 3 7 7 5 48 3 8 2 48 3 8 2 5 1+00 48 3 7 6 48 3 7 6 0 48 3 7 5 48 3 7 5 3 2+00 48 3 7 5 48 3 7 4 8 48 3 7 4 48 3 7 4 3 3+00 48 3 7 4 48 3 7 3 8 48 3 7 3 48 3 7 3 3 4+00 48 3 7 4 48 3 7 3 8 48 3 7 4 48 3 7 4 4 5+00 48 3 7 1 48 3 7 1 1 48 3 6 6 48 3 6 6 3 6+00 48 3 5 7 48 3 5 7 1 7+00 8+008+00.68 0.40%- 0.42%0.57% PV I S t a 0 5 4 0 0 El e v 4 8 3 6 4 9 3 PV I S t a 2 0 0 0 0 El e v 4 8 3 7 0 7 1 PV I S t a 5 1 2 6 8 El e v 4 8 3 5 7 4 9 PV I S t a 6 5 6 6 8 El e v 4 8 3 6 5 7 7 PVI Sta. = 0+22.00 Elev. = 4835.863 PV I S t a 0 5 4 0 0 El e v 4 8 3 6 4 9 3 PV I S t a 0 2 2 0 0 El e v 4 8 3 6 2 8 8 PV I S t a 0 5 4 0 0 El e v 4 8 3 6 4 9 3 Install 631' of 8" DIP C50 Waterline San. DROP MH #5 Sta.:10+64.62 OFF:0.00 Rim:4836.81 INV IN:4818.77 8" W INV IN:4822.97 8" N INV OUT:4818.67 8" E Exist San. MH #14 Field Verify Location and Inverts Sta.:5+03.68 OFF:14.55R Rim:4836.59 INV IN:4825.22 8" N INV IN:4825.22 8" E INV OUT:4825.12 8" S Install 253' of 8" ASTM D-3034 San Pipe @ 0 4 1 San. MH #13 Sta.:2+50.89 OFF:10.00R Rim:4836.64 INV IN:4824.07 8" N INV OUT:4823.97 8" S Install 251' of 8" ASTM D-3034 San Pipe @ 0 4 0 PV I S t a 4 5 8 6 8 El e v 4 8 3 5 9 7 7 PV I S t a 4 9 0 6 8 El e v 4 8 3 6 2 6 0 PV I S t a 5 3 4 6 8 El e v 4 8 3 6 2 6 0 PV I S t a 5 6 6 6 8 El e v 4 8 3 6 0 5 9 Install 182' of 15" ADS N12 Storm Pipe @ 0.17% Install 231' of 18" ADS N12 Storm Pipe @ 0.12% Install 238' of 18" ADS N12 Storm Pipe @ 0.12% Install 108' of 12" ADS N12 Storm Pipe @ 0.22% Install 57' of 12" ADS N12 Storm Pipe @ 0.22% CB #9 Sta.:5+66.68 OFF:18.00R Rim:4835.56 INV OUT:4831.29 12" S Storm MH #6 Sta.:2+28.07 OFF:0.00 Rim:4836.94 INV IN:4830.04 INV OUT:4829.94 Storm MH #7 Sta.:4+59.07 OFF:0.00 Rim:4835.97 INV IN:4830.31 INV IN:4830.91 INV IN:4830.91 INV OUT:4830.31 CB #7 Sta.:4+58.68 OFF:18.00R Rim:4835.48 INV IN:4831.05 12" N INV OUT:4830.95 12" W CB #8 Sta.:5+12.68 OFF:-18.00L Rim:4835. 25 INV OUT:4831.04 12" S RT TBC LT TBC RT TBC RT TBC LT TBC MAINTAIN MIN 18" VERTICAL CLEARANCE MAINTAIN MIN 18" VERTICAL CLEARANCE CONNECT TO EXISTING 8" WATER LINE (FIELD VERIFY) CONNECT TO EXISTING 15" STORM SEWER LINE INV=4831.34. FIELD VERIFY SIZE AND LOCATION) Existing 219' of 8" ASTM D-3034 San Pipe @ 0.26% Install 133' of 8" ASTM-3034 San. Pipe @ 0.40% Install 18' of 12" ADS N 12 Storm Pipe @ 0.22% Exist San. MH #15 Sta.:7+22.50 OFF:0.08R Rim:4836.80 INV OUT:4825.80 8" S THIS SECTION OF SEWER LINE HAS NOT BEEN ACCEPTED BY THE CITY. LOCATE AND FIELD VERIFY LOCATION AND GRADES PRIOR TO INSTALLING SEWER MAIN DOWNSTREAM IN MEADOWBROOK, TESTING FOR CITY ACCEPTANCE REQUIRED. DESIGN ENGINEER APPROVAL REQUIRED PRIOR TO DOWNSTREAM INSTALLATION. CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O ME A D O W B R O O K 2016-674 ST O N E B R I D G E S U B D I V I S I O N D I V 2 8 14 W E S N 24"X36") DATE:July 11, 2022 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D SN-5 SN-14SN-13 HLE SD-5 SD-6 SD-7 SAWCUT TRANSITION CURB, ASPHALT, AND SIDEWALK TRANSITION CURB, ASPHALT, AND SIDEWALK EXISTING CURB EXISTING CURB MEADOWBROOK 401-1 401-1 401-1 403-1 403-1 404-1404-1 404-1 404-1 404-1 404-1 405-1 405-1 405-1 405-1405-1 405-1 70 1 1 501-1 405-1 50 1 1 501-1 501-1 511-1 502-1 502-2 504-1 504-1504-1504-1 504-1 504-1 504-1 504-1 504-1 504-1 504-1 601-1 601-4601-1601-2601-2 601-1 601-1 602-1 602-1 602-1 602-1 601-3 602-2 602-2 601-2 602-2 70 1 1 701-1 701-1 70 1 1 70 1 1 70 1 1 701-2 701-2701-5 701-3 701-3 701-3 701-3 701-3 70 1 3 70 3 1 701-4 701-4 701-4 701-4 70 1 4 40 1 1 701-2 701-4 603-1603-1 701-5 701-2 701-5 405-1 404-1 405-1 405-1 404-1 402-1 404-1 504-1 402-1 402-1 604-1 604-1 604-1604-1 404-1 405-1 405-1 401-1402-1 501-1 402-1 402-1 ADJUST RIM ELEVATION AS REQUIRED. SN-15 403-1 402-1 Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 1 9 A M D W G T o P D F p c 3 SITE NOTES: INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO. 6 INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. 7 INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6 LANDSCAPING INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO) 403-1 401-1 UTILITY NOTES: INSTALL 8" C50 DIP@ 6' MIN. COVER INSTALL 8" GATE VALVE INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD-404. INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD-401 INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SD-501 INSTALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-504 INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SD-511A, SD511B. INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. INSTALL 12" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 18" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 24" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SD-601 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD-611 18" MIN VERTICAL SEPERATION BETWEEN WATER/STORM WATER AND WATER/SEWER STORM OUTLET PER ISPWC. NOT USED STUB AND PLUG PIPE 404-1 405-1 501-1 502-1 504-1 505-1 601-1 602-1 602-2 701-1 701-2 701-3 701-4 601-2 601-3 603-1 603-2 603-3 701-5 402-1 511-1 406-1 604-1 502-2 601-4 LO T 2 6 LO T 3 LO T 4 LO T 5 LO T 3 9 LOT 37 LO T 3 8 LOT 33 LOT35LOT36 LOT 34 LOT 32 LO T 2 7 LOT 29 LOT 30 LOT 28 15' P.U.E. 5+ 0 0 6+ 0 0 7+ 0 0 0+00 1+00 2+00 3+00 4+00 5+00 5+9068 68' RIVERWOOD 4 8 3 6 4836 48 3 6 48 3 6 4828 4832 4836 4840 4844 0+00 48 3 7 5 48 3 7 4 5 48 3 7 3 48 3 7 3 0 1+00 48 3 7 4 48 3 7 3 6 48 3 7 7 48 3 7 7 2 2+00 3+00 4+00 5+00 5+90.32 Install 157' of 8" DIP C50 Waterline Exist San. MH #14 Sta.:5+03.68 OFF:14.55R Rim:4836. 59 INV IN:4825.22 8" N INV IN:4825.22 8" E INV OUT:4825. 12 8" S 50.27 LF @ 0.56% PVI Sta. = 0+22.00 Elev. = 4835.977 PVI Sta. = 0+54.00 Elev. = 4836.260 50.27 LF @ 0.40% 0.40% PVI Sta. = 0+22.00 Elev. = 4836.059 PVI Sta. = 5+85.00 Elev. = 4837.804 END OF ASPHALT STA:1+38.01 ELEV:4836.47 RT TBC Stub and Plug Install Temporary BOV Stub and Plug Inv=4825.75 EXISTING GROUND LT TBC Install 133' of 8" ASTM D-3034 San. Pipe @ 0 4 0 Future Waterline Future Sanitary Sewer Pipe Future Sanitary Sewer Pipe CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O RI V E R W O O D 2016-674 9 14 W E S N 24"X36") DATE:July 11, 2022 RIVERWOOD 501-1 401-1 403-1 511-1 504-1 60 2 2 701-1 701-1 701-2 701-2 701-3 701-3 701-4 701-4 504-1 504-1 60 2 1 60 2 1 60 1 1 60 1 1 60 1 1 60 1 4 60 1 2 40 5 1 404-1 701-3 40 1 1 40 1 1 603-1 70 1 4 404-1 405-1 701-5 402-1 405-1 604-1 604-1 402-1 ST O N E B R I D G E S U B D I V I S I O N D I V 2 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D SN-14 HLE 504-1 404-1 60 2 1 SAWCUT TRANSITION CURB, ASPHALT, AND SIDEWALK EXISTING CURB TRANSITION CURB, ASPHALT, AND SIDEWALK 402-1 50 1 1 INSTALL TEMPORARY BOV Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 2 7 A M D W G T o P D F p c 3 LO T 1 LO T 1 3 LO T 1 2 N89° 59' 51"E 140.00' 86.00' 86.00' 80 0 0 98 0 0 98 0 0 80 0 0 10 0 0 0 10 0 0 0 L= 3 1 .4 2 ' L 3 1. 42' 3+ 0 0 4+ 0 0 0+00 1+00 1+40 68 48 36 4836 4836 4820 4824 4828 4832 4836 4840 4844 0+00 48 3 6 4 48 3 6 4 1 48 3 6 3 48 3 6 3 3 1+00 48 3 6 3 48 3 6 3 2 1+40 48 3 5 5 48 3 5 4 7 50.27 LF @ 0.41%0.40%PV I S t a 0 2 2 0 0 El e v 4 8 3 5 9 0 0 PV I S t a 1 4 0 0 0 El e v 4 8 3 6 4 4 4 50.27 LF @ 1.16% PVI Sta. = 0+22.00 Elev. = 4835.522 PV I S t a 0 5 4 0 0 El e v 4 8 3 6 1 0 5 San. MH #2 Sta.:3+72.33 OFF:0.00 Rim:4836.59 INV IN:4821.83 8" N INV IN:4821.83 8" W INV OUT:4821. 73 8" S RT TBC LT TBC Install 149' of 8" DIP C50 Waterline Stub and Plug Inv=4822.44 Hot Tap and Connect to Existing 12" Main Install 154' of 8" ADS N12 Storm Pipe @ 0.4 0 SITE NOTES: INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO. 6 INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. 7 INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6 403-1 401-1 UTILITY NOTES: INSTALL 8" C50 DIP@ 6' MIN. COVER INSTALL 8" GATE VALVE INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD-404. INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD-401 INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SD-501 INSTALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-504 INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SD-511A, SD511B. INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. INSTALL 12" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 18" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 24" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SD-601 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD-611 18" MIN VERTICAL SEPERATION BETWEEN WATER/STORM WATER AND WATER/SEWER STORM OUTLET PER ISPWC. NOT USED STUB AND PLUG PIPE 404-1 405-1 501-1 502-1 504-1 505-1 601-1 602-1 602-2 701-1 701-2 701-3 601-2 601-3 603-1 603-2 603-3 402-1 511-1 406-1 604-1 502-2 601-4 CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O ST U B R O A D D E T A I L S H E E T 2016-674 10 14 DATE:July 11, 2022 HLE ST O N E B R I D G E S U B D I V I S I O N D I V 2 TYPICAL 68' LOCAL ROW STREET CROSS SECTION (NTS) INSTALL LOOSE RIP RAP 10' BEYOND END OF CONCRETE PER ISPWC 206.4.1.H.1 POND CROSS SECTION NTS) 3:1 SLOPE VARIES PROTECTION APRON PER ISPWC SD-628 6' 24" STORM PIPE 40,000 FT³ INV 4828.08 ROLLED CURB AND GUTTER SECTION NTS) R12" 2'-6" 3"9"1'-6" 1" 12" 2 1/2" 6" TOP OF CONCRETE DRIVEWAY TO BE 1/4" ABOVE BACK OF CURB 1 1/2"3" SEED WITH NATIVE GRASSES PER ISPWC 206.4.1.B.1 WE S N 404-1 403-1 401-1 501-1 501-1 501-1 502-1 504-1 602-1 602-1 602-1 405-1 602-2 701-1 701-1 701-5701-2 701-2 701-3 701-3 701-3 701-4 70 1 4 603-1 701-1 402-1 604-1 406-1 ST O N E B R I D G E STUB ROAD CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D STUB ROAD SN-2 504-1 402-1 601-1 601-1 Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 3 4 A M D W G T o P D F p c 3 10 0 0 D I T C H EA S E M E N T LO T 1 5 LO T 1 7 LO T 1 9 LO T 1 8 N44 2 6 3 0 W 20. 9 4 31 7 2 N16° 10 0 7 W 5 3 3 1 4 N34° 3 7 5 7 W164. 5 1 S34° 3 7 5 7 E152. 5 2 1 7 1 1 9 0 8 0 1 1 8 1 8 N8 6 1 3 5 3 W 13 7 6 4 L 5 0 7 7 L 3 8 7 5 9 0 0 0 1 5 0 0 1 6 0 0 LOT16 S16° 10 0 7 E 5 9 5 1 2 13.36' L=12.02' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SITE NOTES: INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO. 6 INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. 7 INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6 LANDSCAPING INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO) NOT USED 403-1 401-1 UTILITY NOTES: INSTALL 8" C50 DIP@ 6' MIN. COVER INSTALL 8" GATE VALVE INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD-404. INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD-401 INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SD-501 INSTALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-504 INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SD-511A, SD511B. INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. INSTALL 12" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 18" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 24" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SD-601 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD-611 18" MIN VERTICAL SEPERATION BETWEEN WATER/STORM WATER AND WATER/SEWER STORM OUTLET PER ISPWC. NOT USED STUB AND PLUG PIPE 404-1 405-1 501-1 502-1 504-1 505-1 601-1 602-1 602-2 701-1 701-2 701-3 701-4 601-2 601-3 603-1 603-2 603-3 701-5 402-1 511-1 406-1 604-1 502-2 601-4 4812 4816 4820 4824 4828 4832 4836 4840 4844 San. MH #7 Sta.:15+18.07 OFF:6.44R Rim:4837.90 INV IN:4815.67 21" NE INV IN:4816.75 8" W INV OUT:4815.57 21" S San. MH #8 Sta.:2+25.75 OFF:-3.88L Rim:4832.80 INV IN:4814. 95 21" N INV OUT:4814.85 21" S Install 219' of 21" ASTM D-3034 San. Pipe @ 0.28% Exist San. MH #9 Sta.:3+78.40 OFF:0.00R Rim:4832.01 INV IN:4814.67 21" N INV OUT:4814.57 21" S Install 154' of 21" ASTM D-3034 San. Pipe @ 0.12%Existing 272' of 21" ASTM D-3034 San. Pipe @ 0.12% Install 20' of 21" ASTM D-3034 San Pipe @ 0.12% Install 97' of 8" ASTM D-3034 San Pipe @ 0.40% CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O SE W E R E X T E N S I O N 1 2016-674 ST O N E B R I D G E S U B D I V I S I O N D I V 2 11 14 W E SN 24"X36") DATE:July 11, 2022 505-1 502-1 MA T C H L I N E S T A 6 0 0 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D SN-7 SN-8 EX SN-9 HLE 502-1 505-1 505-1 CONNECT TO EXISTING MANHOLE. FIELD LOCATE SANITARY SEWER STUB (IF ANY). CONNECT TO EXISTING MANHOLE. FIELD LOCATE SANITARY SEWER STUB (IF ANY). 501-1 604-1 MANHOLES IN FLOOD PLAIN MUST HAVE BOLT DOWN LIDS. Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 4 3 A M D W G T o P D F p c 3 6+00 7+00 8+00 9+00 10+00 11+00 11+88 SITE NOTES: INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO. 6 INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. 7 INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6 LANDSCAPING INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO) NOT USED 403-1 401-1 UTILITY NOTES: INSTALL 8" C50 DIP@ 6' MIN. COVER INSTALL 8" GATE VALVE INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD-404. INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD-401 INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SD-501 INSTALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-504 INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SD-511A, SD511B. INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC STANDARDS EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. INSTALL 12" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 18" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 24" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SD-601 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD-611 18" MIN VERTICAL SEPERATION BETWEEN WATER/STORM WATER AND WATER/SEWER STORM OUTLET PER ISPWC. NOT USED STUB AND PLUG PIPE 404-1 405-1 501-1 502-1 504-1 505-1 601-1 602-1 602-2 701-1 701-2 701-3 701-4 601-2 601-3 603-1 603-2 603-3 701-5 402-1 511-1 406-1 604-1 502-2 601-4 Exist San. MH #10 Sta.:6+50.40 OFF:0.00L Rim:4834.58 INV IN:4814.24 21" N INV OUT:4814.14 21" S Exist San. MH #11 Sta.:9+10.40 OFF:-0.01L Rim:4831.48 INV IN:4813.83 21" N INV OUT:4813.73 21" S Existing 260' of 21" ASTM D-3034 San. Pipe @ 0.12% Exist San. MH #12 Sta.:11+78.40 OFF:-0.01L Rim:4835.08 INV IN:4813.41 21" N Existing 268' of 21" ASTM D-3034 San. Pipe @ 0.12% CHECK BY DATE SHEETS DRAWN BY JOB NO: REVISIONS OF SHEET NO. DESIGN BY DKRLR Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g RE X B U R G I D A H O SE W E R E X T E N S I O N 2 2016-674 ST O N E B R I D G E S U B D I V I S I O N D I V 2 12 14 W E SN 24"X36") DATE:July 11, 2022 MA T C H L I N E S T A 6 0 0 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D EX SN-10 EX SN-11 EX SN-12 HLE Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 5 0 A M D W G T o P D F p c 3 7 1 2 7 6 1 DATE SHEETS DRAWN BY JOB NO: REVISIONS DATE: OF SHEET NO. DESIGN BY BE S T M A N A G E M E N T P R A C T I C E S 13 14 CHECK BY RE X B U R G I D A H O ST O N E B R I D G E D I V 2 Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g July 11, 2022 Stabalized Construction Entrance Stabalized Construction Entrance Chemical Storage Area Materials Storage Area & Stockpile Management Combined Staging Areas & Vehicle equipment cleaning, fueling and Maintenance Sedimentation Area LEGEND BEST MANAGEMENT PRACTICES NOTES 1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations, and additionaL on-site storm water pollution. Additional erosion control measures may be required. 2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form. 3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will be available for the use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site. A notice will be posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC. 4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas of the site. 5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring the SWPPP is implemented. 6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive areas and their buffers will be clearly marked to prevent environmental damage both on and off the site. 7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis. 8. All off-site construction shall be stabilized at the end of the working day. 9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water management regulations. 10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable units by an approved sanitary waste management contractor. 11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. 12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment. 13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the development of the project. 14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and leaks. 15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water, including run-on discharges and outlets for onsite discharges. 16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle settling. 17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does not affect contamination of stormwater. 18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially in the storm water. 19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley manner to prevent the release of pollutants. 20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance of their intended use. 21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. 22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any storm of 0.5 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date the site is stabilized. 23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP and appropriate training regarding stormwater pollution prevention. NOTE: 1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO DRAINAGE SWALES PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS 2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION OF THE PROJECT. W E S N DKRLRHLE 2016-674 WITCHHATWITCHHAT WITCHHATWITCHHATWITCHHAT CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 5 4 A M D W G T o P D F p c 3 SHEETSOF SHEET NO. BE S T M A N A G E M E N T P R A C T I C E S 14 14 RE X B U R G I D A H O ST O N E B R I D G E D I V 2 Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g NOTES: TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH & BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OAK OR HICKORY. XXXXX X X X X X X X X 100' M I N I M U M E X C E P T 5 0 M I N I M U M F O R PROJ E C T S I T E S O F L E S S T H A N 1 A C R E PROPOSED SIDEWALK 3"-4" TOP DRESSING OF 2" STONE 6"-8" COMPACTED. FRACTURED STONE. 3' MAX. COMPACTED BACK FILL AROUND POST NOTES: 1. MAILBOX SHALL CONTAIN AT ALL TIMES: A) CITY APPROVED CONSTRUCTION PLANS B) DEQ APPROVED CONSTRUCTION PLANS C) ANY SITE INSPECTON FORMS 2. MAILBOX SHALL BE LOCKED AT ALL TIMES PRESSURE TREATED 2 x 6 4 x 4 POST 4 x 4 POST POST "NPDES" PERMIT 1112" 1312" 2312" 4' 24" MIN. 4' 24" MIN. EROSION EEL EROSION EEL EROSION EEL SILT FENCE TRUCK WASHOUT MAIL BOX STABILIZED CONSTRUCTION ENTRANCE TOTAL 9"-12" OF COMPACTED STONE WOOD POSTS 4'-0" MIN. LENGTH 2'-0" MIN. DEPTH IN GROUND GEOTEXTILE FABRIC ONLY BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL. ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS. NOT TO SCALE FLOWDIRE C T I O N SEE BALLAST DETAIL NOT TO SCALE BALLAST DETAIL NOT TO SCALE SLOPE ENTRANCE TO WASHOUT AREA FOR CONTAINMENT PURPOSES WASHOUT AREA MUST BE ENCLOSED W/ SILT FENCE PROVIDE BERM AROUND WASHOUT AREA EXCAVATE BOTTOM 1' TO PROVIDE LOWERED BOWL-LIKE AREA WASHOUT TO BE LINED WITH CLEAN ROCK OR RIP-RAP TO ACT AS FILTER AND EROSION CONTROL NOT TO SCALE DATE DRAWN BY JOB NO: REVISIONS DATE: DESIGN BY CHECK BY July 11, 2022 DKRLRHLE 2016-674 CO P Y R I G H T 2 0 1 7 H L E A L L R I G H T S R E S E R V E D Z: P r o j e c t s 0 0 2 0 1 6 P r o j e c t s 1 6 6 7 4 S T O N E B R I D G E d w g D e v e l o p m e n t D w g s S t o n e b r i d g e D i v 2 C o n s t r u c t i o n D r a w i n g s N e w S t r e e t S e c t i o n 1 2 2 0 2 0 2 1 d w g 7 1 1 2 0 2 2 1 1 0 5 5 7 A M D W G T o P D F p c 3