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Home My WebLink AboutSITE PLANS - 19-00100 - 445 E 7th N - Centennial Townhomes Final PlatDate: Connect Engineering APPROVAL SIGNATURES: of DEVELOPMENT DRAWINGS FOR: STATE MAP SHEET NO. PLOT DATE: 3/18/2019 8:57 AM Date: The Civil Connection 1150 Hollipark Dr. Idaho Falls, ID 83401 208.681.8590 CITY OF REXBURG Date:Deparment of Environmental Quality 1 15 REXBURG CENTENNIAL TOWNHOMES REXBURG, ID PRELIMINARY FOR REVIEW ONLY Sheet List Table Sheet Number Sheet Title 1 COVER 2 NOTES SHEET 3 HORIZONTAL CONTROL 4 GRADING SHEET 5 RONDO STA 0+50 TO STA 5+00 6 RONDO STA 5+00 TO STA 8+50 7 RONDO STA 9+00 TO STA 11+50 8 RONDO STA 12+00 TO STA 15+50 9 RONDO STA 15+50 TO STA 18+71 10 GARNETT STA 0+75 TO STA 3+50 11 GARNETT STA 3+50 TO STA 7+25 12 PARKING LOT-POND 2 DESIGN 13 POND 1 DESIGN 14 STORM WATER POLLUTION PREVENTION 15 STORM WATER POLLUTION PREVENTION DETAILS REXBURG, IDAHO SITE MAP VICINITY MAP IMPROVEMENT DRAWINGS: REXBURG CENTENNIAL TOWNHOMES CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 2 15 RE X B U R G C E N T E N N I A L T O W N H O M E S NO T E S S H E E T RE X B U R G , I D DEPARTMENT OF ENVIRONMENTAL QUALITY 900 N SKYLINE, SUITE B IDAHO FALLS, IDAHO 83402 (208) 528-2650 CONTACTS INTERMOUNTIAN GAS COMPANY 1527 HOLLIPARK DR IDAHO FALLS IDAHO, IDAHO 83401 (208) 542-6632 ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (888) 221-7070 CITY OF REXBURG 35 N 1ST E, REXBURG, ID 83440 (208) 359-3020 APPROVED BY ________________________DATE:____________ City of REXBURG CABLE ONE 1525 SHERRY DR. IDAHO FALLS, ID 83403 (208) 523-4567 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 standard specifications and drawings, and and 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 and sanitary sewer 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. CONNECT ENGINEERING 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. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval. 11. 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 of 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. 12. Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interior corners are verified to be in place. 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) inside public rights of way. 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. CONNECT 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 CONNECT ENGINEERING prior to the walk-thru. 24. A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the road right-of-way not shown on these improvement drawings. 25. Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OF REXBURG. 26. Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision. Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments will be reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance. STREET CONSTRUCTION 1. All construction within public right-of-way shall conform to the current edition of the ISPWC and the CITY OF REXBURG standards. 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 manholes, cones and 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 four inches (4") 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 CONNECT ENGINEERING and monitored by the CITY OF REXBURG in accordance with the latest edition of the "IDAHO STANDARD PUBLIC WORKS CONSTRUCTION". 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 concrete mix shall include Fly Ash for ASR mitigation. The mix design 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. The plant mix should be a 12-inch SP3 PG 58-28, 1 to 10 million design ESALs superpave hot mix asphalt design. 12. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense. 13. A traffic control plan based on the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) shall be approved by the CITY OF REXBURG Public Works Department prior to construction. 14. Parked equipment and stored materials shall be kept as far away from the travelway as feasible. Items left overnight within 30 feet of the travel way shall be marked and/or protected. STREET SIGNING 1.All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of Uniform Traffic Control Devices (MUTCD) with the following exceptions: 1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed. 1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be retro-reflective. Standard colors are white legend and green background except private roads, which will have a blue background. 1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted. 1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background. 1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used. 1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign. 1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially accepted for maintenance by the CITY OF REXBURG. WATER NOTES 1. The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for Public Drinking Water Systems" and the current CITY OF REXBURG standard drawings and specifications. 2. The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall be in conformance with the manufacturer's recommendations as approved by the City Engineer. All work and materials must conform to current requirements of the CITY OF REXBURG. Water distribution mains shall be constructed with class 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP. 3. All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet per City of REXBURG std. Detail sheet 13. Cap lines 15' inside property lines after installation of the water mains. The trenches shall be compacted to 95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected, flushed and bacteria tested before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services. 4. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the crossing to prevent settling. 5. All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete thrust blocks as shown on ISPWC std. dwgs. 6. CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire hydrants, and service connections. 7. Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade. 8. The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade. 9. Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less. 10. The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation. 11. The developer's engineer shall be present during all testing of the water line. 12. The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet. 13. The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of 5-foot cover for water lines water systems and disinfection specifications shall be kept. 14. Fire hydrants or temporary blow-offs shall be installed on dead-end water lines. 15. Water lines shall not exceed 8' in depth from finished grade. 16. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 17. All water main fittings to be mechanical joint; no flanged fittings. 18. A minimum of 18" vertical clearance must exist between potable and non-potable lines. 19. Fire hydrants shall be Mueller, Waterous, or Clow Brands with KOCHEK (model SZMC5054-3-Y Storz adapter or approved equal. All fire hydrants shall be painted red. 20. Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits. SEWER NOTES 1. Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the construction schedule. 2 All existing utility locations and depths are approximate and shall be verified by the contractor. 3. All elevations are based on the USED DATUM. 4. Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the engineer in the field during construction. 5. Contractor shall repave any existing paved streets disturbed during construction. 6. Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing pipes are damaged, the affected pipe will be replaced by the contractor. 7. The developer's engineer shall be present during all testing of the sewer construction. 8. Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project. 9. The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other pipe approved in the CITY OF REXBURG Standards. 10. All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF REXBURG. 11. Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor. All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall be contacted 24 hours prior to placing concrete collars. 12. The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and Specifications. 13. Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole base and/or manhole channel in order to insure a watertight seal. 14. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the crossing to prevent settling. 15. Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be constructed at a minimum grade of 1%. 16. Sewer service lines shall be 4" PVC and constructed to a point 5' from building foundation as shown. Except where otherwise located, the sewer service lines shall be constructed as shown on plan. 17. The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet. 18. Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in advance of construction. 19. Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The dewatering method shall be discussed with the engineer and approved prior to construction. Ditches and storm drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original state. 20. Contractor shall locate and protect all underground utilities during construction. 21. The developer shall test the compaction of the sewer pipeline bedding in accordance with the the ISPWC specifications, and will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to schedule the tests, backfilling, and pipe laying operation. 22. After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer system. The developer's engineer shall be present to witness the test. The contractor shall contact the engineer 24 hours prior to testing. City of REXBURG requires low pressure air or hydrostatic testing, mandrel, and CCTV inspection of the completed sewer. 23. The contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until he has obtained approval from the engineer's inspector or made other arrangements for verification of service line invert elevations. 24. Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or approved equal. 25. Service wyes shall be installed per the CITY OF REXBURG Standards. 26. Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer during compaction work. 27. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 28. All visible leaks shall be repaired - even if the leakage is below allowable limits. 29. The developer's engineer shall be present during all testing of the sewer line. 30. A minimum of 18" vertical clearance must exist between potable and non-potable lines. ELECTRICAL NOTES 1. All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Each utility shall be constructed to its own policy. 2. Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installed by the Developer/Contractor. 3. All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and 36" radius elbows shall be schedule 40 pvc. 4. The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade). Including 6" of sand bedding below and above top of conduits. 5. Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by Rocky Mountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench that is less than 48" deep. 6. The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except those facilities shown to be relocated or moved per Rocky Mountain Power contractors map. 7. Coordinate all electrical construction with Rocky Mountain Power. 8. Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electrical facilities, except those facilities inside city rights of way. 9. The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along all Public Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase street light assembly provided and installed by Rocky Mountain Power. 10. If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, and installation details. 11. With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation. or (with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaks and hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc. 12. Contact Rocky Mountain Power prior to construction. 48 7 2 BUILDING #1 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 7+ 6 2 0+ 8 5 1+ 0 0 2+ 0 0 3+0 0 4+00 5+00 6+00 7+00 7+34 L2 L3 L4 C1 C 2 L5 L6 C 3 FF ELEV: 4873.75 FF ELEV: 4874.29 FF ELEV: 4874.72 FF ELEV: 4875.22 BUILDING #2BUILDING #3BUILDING #4 BUILDING #5BUILDING #6BUILDING #7BUILDING #8 BUILDING #9 BUILDING #10 BUILDING #11 BUILDING #12 BUILDING #13 BUILDING #14 BUILDING #15 BUILDING #17 BUILDING #18 BUILDING #20BUILDING #19 BUILDING #21 BUILDING #22 BUILDING #23 4 8 7 6 48 7 5 48 7 5 48 7 4 48 7 4 48 7 4 48 7 5 48 7 5 48 7 5 4 8 7 2 4871 487 4 4871 4873 48 7 2 48 7 0 4 8 7 3 48 7 4 48 7 5 4873 4874 4874 487 3 4874 4874 4874 487 3 4874 4874 487 3 4872 48 6 6 48 7 4 48 7 3 48 7 2 11 1 1 1 1 1 11 1 1 1 22 2 2 2 2 2 2 33 3 3 3 3 3 3 3 3 3 3 3 5 5 5 5 7 7 7 MAINTENANCE GARAGE OFFICE 4870.94 TBC-PI OFF: -32.527 L STA: 1+83.00 4871.35 TBC-PI OFF: -17.027 L STA: 1+83.00 4871.60 TBC-PI OFF: -12.527 L STA: 1+75.38 4872.00 TBC-PI OFF: 12.638 R STA: 1+79.39 4872.49 TBC-PI OFF: 16.973 R STA: 1+83.00 4872.89 TBC-PI OFF: 32.500 R STA: 1+83.00 4873.77 TBC-PI OFF: 32.473 R STA: 3+34.00 4873.11 TBC-PI OFF: -32.527 L STA: 3+37.75 4873.82 TBC-PI OFF: 22.035 R STA: 3+34.00 4873.23 TBC-PI OFF: -22.082 L STA: 3+37.75 4871.60 TBC-PI OFF: -12.527 L STA: 1+78.50 4873.92 TBC-PI OFF: 12.552 R STA: 3+42.50 48 7 1 4874 4872 ADA UNIT ADA UNIT 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 9+84 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0019+15 L8 L9 4 8 7 4 48 7 0 48 6 9 48 7 1 48 6 6 4874.06 POND TOP 4874.02 POND TOP 4874.02 POND TOP 4874.03 POND TOP BUILDING #16 6 4874 48 7 1 48754875 4875 4872.23 TBC-PI OFF: 12.473 R STA: 1+75.38 ADA UNIT 48 7 3 48 7 4 4874 48 7 4 48724872 4870.30 POND BOTTOM 4870.30 POND BOTTOM 4873 4874 4873 4872 4875 4873 4872 4871 48704870 4872 487248734874 4874 4874 4873 4872 48 6 7 48 6 8 48 6 9 48 7 0 48 7 1 4 8 7 2 48 6 7 48 6 8 4872 4872 RONDO STREET Number L2 C1 L3 C2 L4 Station Start: 0+53.00 End: 8+59.62 Start: 8+59.62 End: 9+26.77 Start: 9+26.77 End: 10+62.64 Start: 10+62.64 End: 11+29.80 Start: 11+29.80 End: 18+89.30 Radius 42.75 42.75 Length 806.62 67.15 135.87 67.16 759.50 Line/Chord Direction N90° 00' 00.00"W S45° 00' 00.00"W S0° 00' 00.00"E S45° 00' 18.61"E N89° 59' 22.78"E Start Point Northing: 793014.90 Easting: 760609.85 Northing: 793014.90 Easting: 759803.24 Northing: 792972.15 Easting: 759760.49 Northing: 792836.28 Easting: 759760.49 Northing: 792793.53 Easting: 759803.24 End Point Northing: 793014.90 Easting: 759803.24 Northing: 792972.15 Easting: 759760.49 Northing: 792836.28 Easting: 759760.49 Northing: 792793.53 Easting: 759803.24 Northing: 792793.67 Easting: 760562.74 GARNETT STREET Number L5 C3 L6 Station Start: 0+84.75 End: 2+55.50 Start: 2+55.50 End: 3+13.98 Start: 3+13.98 End: 7+33.60 Radius 37.25 Length 170.75 58.48 419.62 Line/Chord Direction S0° 02' 34.99"E S45° 01' 17.50"E N90° 00' 00.00"E Start Point Northing: 792808.84 Easting: 760125.17 Northing: 792638.09 Easting: 760125.30 Northing: 792600.87 Easting: 760162.55 End Point Northing: 792638.09 Easting: 760125.30 Northing: 792600.87 Easting: 760162.55 Northing: 792600.87 Easting: 760582.17 SITE NOTES: INSTALL 3" ROLL CURB PER ISPWC SD-702 INSTALL 1' FLUSH CURB PER DETAIL THIS SHEET LANDSCAPING INSTALL 8'X8' CONCRETE DUMPSTER PAD STORM WATER RETENTION AREA INSTALL MAIL BOX POD INSTALL COMMERCIAL APPROACH PER ISPWC SD-807 6 4 2 3 7 1 5 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 3 15 RE X B U R G C E N T E N N I A L T O W N H O M E S HO R I Z O N T A L C O N T R O L RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG LEGEND PROPOSED CATCH BASIN PROPOSED FIRE HYDRANT EXIST. LIGHT POLE PROPOSED STREET LIGHT PROPOSED WATER VALVE EXIST. SANITARY SEWER MANHOLE EXIST. CURB & GUTTER PROPERTY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE EXIST. FENCE LINE PROPOSED UNDERGROUND POWER EXIST. SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE EXIST. WATERLINE PROPOSED SANITARY SEWER SERVICE PPROPOSED WATER SERVICE EXISTING OVERHEAD POWER EXISTING OVERHEAD TELEPHONE EXISTING GAS SERVICE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED CONCRETE SIDEWALK PROPOSED ASPHALT PROPOSED LANDSCAPING PROPOSED BUILDINGS EXISTING ASPHALT TO BE PROTECTED PROPOSED STORM DRAIN MANHOLE PROPOSED CURB & GUTTER PROPOSED STORM DRAINLINE EXIST. POWER POLE PROPOSED SANITARY SEWER MANHOLE SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER’S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID SURVEY. DEVELOPMENT NOTES 1.ALL STREETS AND PARKING AREA INSIDE P.U.D. WILL BE PRIVATELY MAINTAINED AND OPERATED. THE CITY OF REXBURG WILL NOT TAKE OVER PRIVATE STREETS. 2.ALL EASEMENTS INSIDE P.U.D. ARE CONSIDERED PUBLIC UTILITY EASEMENTS. WIDTH VARIES DEPENDED ON USE. 3.POTABLE WATER AND SANITARY SEWER WILL BE INSTALLED IN A 22' WIDE P.U.E FOR CITY MAINTENANCE. BENCHMARK 1/2" IRON ROD NO CAP NORTHING: 75677.9090' EASTING: 792706.527' ELEVATION: 4872.45' (NAVD88) STORM WATER REQUIREMENTS TOTAL STORAGE REQUIRED = 30,358 cu. ft. (per 100 year-1 hour storm event) TOTAL STORAGE AVAILABLE = 31,369 cu. ft SITE INFORMATION PARCEL ZONING = MDR2 TOTAL BUILDINGS = 23 SINGLE FAMILY ATTACHED BUILDINGS = 103 ATTACHED HOMES TOTAL AREA OF PROPERTY = 510,548 SQ. FT. (11.72 ACRES) ALLOWED DENSITY = 20 UNITS PER ACRE DESIGN DENSITY= 8.92 UNITS PER ACRE LANDSCAPE REQUIREMENTS TOTAL REQUIRED(25%) = 127636.95 SQ. FT.(2.93 ACRES) TOTAL PROVIDED = 220094.9 SQ. FT.(5.05 ACRES) PROVIDED PERCENT = 43% STORAGE POND CALCULATIONS USED VOLUME CALC. AVAILABLE VOLUME 81287.4 0.9 1.5 AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in) FIRE CODE NOTE: D103.6.1 ROADS 20 TO 26 FEET IN WIDTH. FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL BE POSTED ON BOTH SIDES OF THE FIRE APPARATUS ACCESS ROADS THAT ARE 20 26 FEET WIDE (6096 TO 7925 MM) BASIS OF BEARING: GENERAL NOTE: ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG ENGINEERING STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. PROPOSED PROJECT AMMENITIES 1.PARK AREAS, PICNIC TABLES, BENCHES, AND BBQ GRILLS PARKING REQUIREMENTS PARKING SPACES REQUIRED = 2 SPACES PER DWELLING UNIT PARKING SPACES PROVIDED 206 DWELLING UNIT SPACES 82 GUEST SPACES (INCLUDES ON STREET PARKING) TOTAL = 288 SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID SURVEY. BUILDING INDEX 2/1 BED/BATH LENGTH x DEPTH (ft)BUILDING 1,2,3,15,16, 17,18,19,20 2/1 132 x 279,10,21,22,23 180 x 405,6,7,12 13,14 BUILDING TOTAL S.F. 3348 6156 TOTAL REQ. 0.125 INTENSITY (ft) 9,145 (cu.ft.) 44.83' 20.00' 20.01' 25.13' 20.42' 90.19' 44.39' 23.04' 20.00' 69.35' 55.11' 82.13' 115.95' 24.00' 10.00' 20.00' 56.08' 63.37' 41.60' 26.00' 12.00'38.29' 68.00' ROW 34.50' TBC34.00' P.U.E. 26.00' 12.00' 58.25' 20.01' 26.00' 34.50' TBC34.00' P.U.E. 34.00' P.U.E. POND 1 POND 2 176 x 27 4464 1/1 RONDO ST RONDO ST GARNETT ST ST O N E B R I D G E R D VARIES 34.50'VARIES 2.00' 1.00'2.5" PLANT MIX PAVEMENT 4" 3/4" AGGREGATE BASE 12" GRANULAR BORROW 8.00' ON-STREET PARKING 2.75' TYP 15.25'16.25' CL 34.00' PUE 3" ROLL CURB PER ISPWC STD 702 INSTALL 1' FLUSH CURB PER DETAIL THIS SHEET 2%2% RONDO/GARNETT 34.5' TYPICAL SECTION SCALE 1"=5' METER PIT FIRE HYDRANT 2.5" PLANT MIX PAVEMENT 4" 3/4" AGGREGATE BASE 12" GRANULAR BORROW 3" ROLL CURB PER ISPWC STD 702 INSTALL 1' FLUSH CURB PER DETAIL THIS SHEET 2%2% GARNETT 27' TYPICAL SECTION SCALE 1"=5' 5.00' SIDEWALK 2.00' 27.00' 12.50' 3.00' TYP 12.50' VARIES VARIES 34.00' P.U.E. METER PIT FIRE HYDRANT CL 1. GRADE AND ALIGNMENT SEE GRADING PLAN ON INDIVIDUAL SHEETS. 2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR; A MINIMUM WIDTH OF 3-FEET TO GRADE, PRIOR TO SETTING CURB FORMS. 3. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINT OF RADII. 4. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10-FEET MAXIMUM SPACING. FLUSH CURB NOT TO SCALE 1.00' ASHPALT 0.33' 1.00' BUILDING HEIGHT (ft) 24.0 24.0 24.0 7TH NORTH PUBLIC IMPROVEMENTS 12.00' E 7TH N POWER NOTE: SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP FOR PROPOSED POWER FACILITIES. POWER INFORMATION SHOWN ON THIS DRAWING REPRESENTS ESTIMATED LOCATIONS ONLY. FOR ACCURATE LOCATIONS SEE RM POWER CONTRACTOR MAP. ROAD OTHER 282849 0.6 1.5 0.125 21,213 (cu.ft.) STORAGE LOCATION TOTAL 364136 N/A N/A N/A 30358 (cu.ft.) ROAD OTHER TOTAL POND 2POND 1 TOTAL 81287 (sq.ft.)66858 (sq.ft.)14429 (sq.ft.) 282849 (sq.ft.)228074 (sq.ft.)54775 (sq.ft.) 364136 (sq.ft.)294932 (sq.ft.)69204 (sq.ft.) REQUIRED VOLUME TOTAL TOTAL 30359 (cu.ft.) 31369 (cu.ft.) STONBRIDGE ST PUBLIC IMPROVEMENTS 20.00' 20.00' 5.00' SIDEWALK 5.00' SIDEWALK CURB STOP 2.75' POND 2 POND 2 24626 (cu.ft.) 24734 (cu.ft.) POND 1 5731 (cu.ft.) POND 1 6635 (cu.ft.) 8.00' 24.0 24.0 11 8 4 1/1 1/1 (ADA) 2/1 (ADA) 120 x 40 4050 122 x 40 4157 178 x 27 4632 24.0 8.00' 3.02' CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 4 15 RE X B U R G C E N T E N N I A L T O W N H O M E S GR A D I N G S H E E T RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG DATUM ELEV 4860.00 4864 4868 4872 4876 4880 0+50 1+00 48 7 4 . 3 48 7 4 . 2 9 48 7 4 . 2 48 7 4 . 2 1 2+00 48 7 4 . 1 48 7 4 . 0 7 48 7 3 . 9 48 7 3 . 9 4 3+00 48 7 3 . 9 48 7 3 . 8 9 48 7 3 . 6 48 7 3 . 6 2 4+00 48 7 3 . 4 48 7 3 . 4 1 48 7 3 . 3 48 7 3 . 3 4 5+00 48 7 3 . 2 48 7 3 . 1 5 -2.00% 2.00%-1.03% -0.42% PV I S t a . = 0 + 5 3 . 0 0 El e v . = 4 8 7 4 . 2 1 3 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 4 8 7 5 . 1 5 3 PV I S t a . = 1 + 2 1 . 6 4 El e v . = 4 8 7 4 . 7 2 0 PV I S t a . = 1 + 4 6 . 7 4 El e v . = 4 8 7 4 . 4 6 2 Install 5' of 8" C50 DI Pipe @ 5' Min Cover Install 15' of 8" C50 DI Pipe @ 5' Min Cover Install 415' of 8" C50 DI Pipe @ 5' Min Cover Install 401' of 8" SDR-35 San. Pipe @ 0.40% SSMH 4 Sta:4+90.78 OFF:5.00R Rim:4873.13 INV IN:4866.67 INV OUT:4866.57 SSMH 3 Sta:0+90.02 OFF:5.07R Rim:4874.98 INV IN:4864.97 INV IN:4864.97 INV IN:4864.97 INV OUT:4864.87 Install 333' of 12" ADS N 12 Storm Pipe @ 0 . 4 2 % Install 368' of 8" SDR-35 San. Pipe @ 0.40% Install 41' of 8" C50 DI Pipe @ 5' Min Cover CB# 11 Sta:3+27.07 OFF:-16.75L GRATE:4873.30 INV OUT:4869.33 BUILDING #1 6+ 0 0 7+ 0 0 0501.4.1.B.1-08-P CB# 11 0602.4.1.F.1-I 0+53 1+00 2+00 3+00 4+00 5+00 0402.4.1.A.1-08-D STA: 1+16.25 OFF: -5.27L 0401.4.1.A.1-08-D L2 FF ELEV: 4874.72 FF ELEV: 4875.22 RONDO STREET STA:1+00.00 BUILDING #2 BUILDING #5 BUILDING #6 4874.97 TBC-PC 1+47.00 4874.89 TBC-PC 6+26.76 4874.32 TBC-PI 1+47.04 4875.34 TBC-PI 7+11.26 48 7 5 48 7 5 48 7 5 4 8 7 2 487 4 0501.4.1.B.1-08-P RONDO STREET STA:0+53.00 0401.4.1.A.1-06-D 0401.4.1.A.1-06-D 0601.4.1.A.13-12 SSMH 4 4873.57 TBC-LP 3+27.07 -17.25 L 4874.59 TBC-FLUSH 4874.47 TBC-FLUSH 4874.35 TBC-FLUSH 4874.23 TBC-FLUSH 4874.17 TBC-FLUSH 4873.86 TBC-FLUSH 4873.80 TBC-FLUSH 4873.68 TBC-FLUSH 4873.56 TBC-FLUSH 4873.44 TBC-FLUSH 4873.38 TBC-FLUSH 4874.23 TBC 4874.10 TBC 4873.98 TBC 4873.85 TBC 4873.73 TBC 4873.61 TBC 4873.43 TBC 4873.31 TBC 4873.19 TBC 4873.06 TBC 4872.94 TBC 4872.81 TBC 4875.39 BSW 0401.4.1.A.1-08-D 4875.34 TBC-PI 7+11.22 STONEBRIDGE ST STA:6+68.99 -0 . 5 8 % -0.7 1 % - 1 . 0 7 % -1. 0 7 % 0502.4.1.A.1-01 -3 . 7 4 % -2 . 7 8 % -4 . 7 0 % -3 . 9 1 % -4 . 8 7 % -5 . 8 3 % -5 . 4 7 % -4 . 6 5 % -3 . 8 3 % -4 . 4 2 % -3 . 6 1 % -2 . 7 9 % 0403.4.1.A.1 STA:5+32.24 OFF:-24.54L 0402.4.1.A.1-06-D STA: 5+32.24 OFF: -12.12L 4874.89 TBC-PC 6+26.72 4874.65 TBC-FLUSH 4874 FF ELEV: 4875.68 FF ELEV: 4875.16 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 5 15 RE X B U R G C E N T E N N I A L T O W N H O M E S RO N D O S T A 0 + 5 0 T O S T A 5 + 0 0 RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG RONDO STREET PROFILE VIEW RONDO STREET VIEW NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6.FOR IMPROVEMENTS ON STONEBRIDGE SEE 7TH NORTH AND STONEBRIDGE STREET IMPROVEMENT DRAWINGS 0401.4.1.A.1-06-D INSTALL 6" WATER PIPE C50-DI 0401.4.1.A.1-08-D INSTALL 8" PIPE C50-DI @ 5' MIN COVER 0401.4.1.B.1-886-D INSTALL 8"x8"x6" TEE C50-DI 0501.4.1.B.1-08-P INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH PER ISPWC SD-501 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN TO EASEMENT 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.F.1-I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD-601 0403.4.1.A.1-01 INSTALL WATEROUS BRAND FH ASSEMBLY 0402.4.1.A.1-06-D INSTALL 6" WATER VALVE C50-DI 0402.4.1.A.1-08-D INSTALL 8" WATER VALVE C50-DI 0404.4.1.A.1-01 INSTALL 1" WATER SERVICE AND METER PIT PER REXBURG STD PG 13 RO N D O S T R E E T SH E E T 5 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 SEE 7TH NORTH AND STONEBRIDGE STREET DRAWINGS SEE 7TH NORTH AND STONEBRIDGE STREET DRAWINGS WATER SERVICES (RONDO STREET) BUILDING #1 #1 #1 #1 #2 #2 #2 #2 STATION OFFSET METER PIT STATION OFFSET END #5 #5 #5 #5 #5 #5 #6 #6 #6 #6 #6 #6 SEWER SERV. (RONDO ST) BUILDING #1 #1 #1 #1 #2 #2 #2 #2 END STATION OFFSET #5 #5 #5 #5 #5 #5 #6 #6 #6 #6 #6 #6 1+63.07 24.99' R 1+63.07 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 24.99' R 24.99' R 24.99' R 24.99' R 24.99' R 24.99' R 24.99' R 1+69.07 2+01.82 2+01.82 2+64.67 2+64.67 3+20.68 3+20.68 3+59.66 3+59.66 3+90.66 3+90.66 4+68.29 4+68.29 5+06.12 5+06.12 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 1+60.84 1+60.84 2+07.40 2+07.40 2+20.90 2+20.90 2+67.32 2+67.32 2+80.82 2+80.82 3+32.89 3+32.89 3+47.19 3+47.19 4+04.46 4+04.46 4+07.46 4+07.46 4+64.81 4+64.81 4+68.33 4+68.33 5+27.19 5+27.19 2+07.82 2+70.67 3+13.01 3+66.61 3+96.66 4+62.29 5+12.12 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 1+54.84 2+13.40 2+14.90 2+73.32 2+74.82 3+26.89 3+53.19 3+98.46 4+13.46 4+58.81 4+74.33 5+21.19 0706.4.1.E.1-04 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 -0.44% DATUM ELEV 4860.00 4864 4868 4872 4876 4880 5+00 48 7 3 . 2 48 7 3 . 1 5 48 7 3 . 1 48 7 3 . 1 0 6+00 48 7 2 . 8 48 7 2 . 7 9 48 7 2 . 0 48 7 1 . 9 8 7+00 48 7 1 . 4 48 7 1 . 4 0 48 7 1 . 4 48 7 1 . 4 4 8+00 48 7 1 . 3 48 7 1 . 3 0 8+50 48 7 1 . 2 48 7 1 . 2 2 0.45%PV I S t a . = 6 + 6 0 . 0 0 El e v . = 4 8 7 2 . 3 2 8 Install 183' of 8" C50 DI Pipe @ 5' Min Cover Install 142' of 8" C50 DI Pipe @ 5' Min Cover CB# 12 Sta:6+59.98 OFF:-16.75L GRATE:4871.92 INV IN:4867.92 INV OUT:4867.82 Install 333' of 12" ADS N 12 Storm Pipe @ 0.42% Install 368' of 8" SDR-35 San. Pipe @ 0.40% Install FH Flange: 4873.23 Install 204' of 12" ADS N 12 Storm Pipe @ 0.22% SSMH 6 0502.4.1.A.1-01 0602.4.1.F.1-I 0601.4.1.A.13-12 CB# 13 5+00 6+00 7+00 8+000401.4.1.A.1-08-D 0402.4.1.A.1-08-D STA: 7+16.25 OFF: -5.25L L2 FF ELEV: 4873.75 FF ELEV: 4874.29 BUILDING #3 BUILDING #4 BUILDING #7 BUILDING #8 0401.4.1.A.1-06-D 0401.4.1.A.1-06-D SSMH 4 0401.4.1.A.1-08-D0501.4.1.B.1-08-P 4873 TBC-PC 8+65.54 0602.4.1.F.1-I 4873.55 TBC-PC 8+56.37 4873.44 TBC-FLUSH 4873.38 TBC-FLUSH 4873.08 TBC-FLUSH 4873.01 TBC-FLUSH 4872.89 TBC-FLUSH 4872.77 TBC-FLUSH 4872.70 TBC-FLUSH 4872.77 TBC-FLUSH 4873.09 TBC-FLUSH 4873.15 TBC-FLUSH 4873.28 TBC-FLUSH 4873.41 TBC-FLUSH 4873.54 TBC-FLUSH 4873.58 TBC-FLUSH 4872.94 TBC 4872.81 TBC 4872.64 TBC 4872.51 TBC 4872.39 TBC 4872.26 TBC 4872.25 TBC 4872.38 TBC 4872.57 TBC 4872.71 TBC 4872.84 TBC 4872.98 TBC CB# 12 4873 4874 0401.4.1.B.1-408-D STA: 8+59.14 OFF: -5.250L 4873.54 TBC-FLUSH 4872.19 TBC-LP 6+59.98 -17.25 L A D A U N I T 0401.4.1.A.1-08-D 0502.4.1.A.1-01 0502.4.1.A.1-01 -5 . 8 3 % -5 . 3 3 % -6 . 2 9 % -6 . 3 2 % -3 . 0 0 % -1 . 9 7 % -1 . 9 2 % -2 . 7 9 % -3 . 6 7 % -6 . 1 3 % -5 . 7 7 % -4 . 9 6 % -5 . 4 7 % 0403.4.1.A.1 STA:5+32.24 OFF:-24.54L 0401.4.1.B.1-886-D STA: 5+32.24 OFF: -5.25L 0402.4.1.A.1-06-D STA: 5+32.24 OFF: -12.12L 48724872 0601.4.1.A.13-12 4872 FF ELEV: 4874.66 FF ELEV: 4874.40 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 6 15 RE X B U R G C E N T E N N I A L T O W N H O M E S RO N D O S T A 5 + 0 0 T O S T A 8 + 5 0 RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG RONDO STREET PROFILE VIEW RONDO STREET PLAN VIEW NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 0401.4.1.A.1-08-D INSTALL 8" PIPE C50-DI @ 5' MIN COVER 0401.4.1.A.1-06-D INSTALL 6" WATER PIPE C50-DI 0501.4.1.B.1-08-P INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH PER ISPWC SD-501 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN TO EASEMENT 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.F.1-I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD-601 0404.4.1.A.1-01 INSTALL 1" WATER SERVICE AND METER PIT PER REXBURG STD PG 13 RO N D O S T R E E T SH E E T 6 RO N D O S T R E E T SH E E T 4 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-010404.4.1.B.1-010404.4.1.B.1-010404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0401.4.1.B.1-886-D INSTALL 8"x8"x6" TEE C50-DI 0401.4.1.B.1-408-D INSTALL 8" 45° BEND C50-DI 0402.4.1.A.1-06-D INSTALL 6" WATER VALVE C50-DI 0402.4.1.A.1-08-D INSTALL 8" WATER VALVE C50-DI 0403.4.1.A.1-01 INSTALL WATEROUS BRAND FH ASSEMBLYDESIGN SURFACE EXISTING PROFILE WATER SERVICES (RONDO STREET) BUILDING #3 STATION OFFSET METER PIT STATION OFFSET END #7 #8 SEWER SERV. (RONDO ST) BUILDING #3 #4 END STATION OFFSET #7 #8 25.00' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 20.50' L 50.25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L 50+25' L #3 #3 #3 #4 #4 #4 #7 #7 #7 #7 #7 #8 #8 #8 #3 #3 #3 #4 #4 #7 #7 #7 #7 #7 #8 #8 #8 5+45.73 5+45.73 5+82.95 5+82.95 6+55.40 6+55.40 7+03.33 7+03.33 25.00' R 25.00' R 25.00' R 25.00' R 25.00' R 25.00' R 7+23.14 7+23.14 7+68.18 7+68.18 8+34.15 8+34.15 5+45.34 5+45.34 5+91.10 5+91.10 6+05.18 6+05.18 6+59.09 6+56.87 6+56.87 6+59.09 7+11.63 7+11.63 7+37.98 7+37.98 7+88.76 7+88.76 7+91.43 7+91.43 5+39.73 5+88.95 6+62.90 6+95.83 7+31.55 7+74.18 8+40.15 5+39.34 5+97.10 5+99.18 6+49.37 6+65.09 7+11.63 7+30.48 7+82.76 7+97.43 8+43.60 0504.4.1.B.1-04 8+49.62 8+49.62 0706.4.1.E.1-04 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 DATUM ELEV 4860.00 4864 4868 4872 4876 4880 0.43% 8+50 48 7 1 . 2 48 7 1 . 2 2 9+00 48 7 1 . 1 48 7 1 . 0 8 48 7 1 . 2 48 7 1 . 1 9 10+00 48 7 1 . 5 48 7 1 . 4 6 48 7 1 . 6 48 7 1 . 5 5 11+00 48 7 1 . 6 48 7 1 . 5 9 11+50 48 7 1 . 3 48 7 1 . 2 9 -0.51% PV I S t a . = 8 + 6 7 . 5 6 El e v . = 4 8 7 3 . 2 5 6 PV I S t a . = 1 1 + 2 9 . 7 8 El e v . = 4 8 7 1 . 9 1 9 0.40% SSMH 6 Sta:8+58.97 OFF:5.00R Rim:4873.32 INV IN:4868.24 INV OUT:4868.14 SSMH 7 Sta:8+87.75 OFF:-1.56L Rim:4873.12 INV OUT:4868.42 Install 30' of 8" SDR-35 San. Pipe @ 0.60% Install 64' of 8" C50 DI Pipe @ 5' Min Cover Install 60' of 8" C50 DI Pipe @ 5' Min Cover Install 47' of 8" C50 DI Pipe @ 5' Min Cover Install 27' of 8" C50 DI Pipe @ 5' Min Cover SSMH 8 Sta:9+36.38 OFF:-5.00L Rim:4872.81 INV OUT:4868.48 Install 136' of 8" SDR-35 San. Pipe @ 0.60% CB# 14 Sta:10+72.12 OFF:-33.59L GRATE:4871.38 INV IN:4866.91 INV OUT:4866.81 CB# 15 Sta:11+29.86 OFF:-16.75L GRATE:4871.51 INV IN:4866.75 INV OUT:4866.65 SSMH 9 Sta:10+74.03 OFF:-5.00L Rim:4872.08 INV IN:4867.66 INV OUT:4867.56 SSMH 10 Sta:11+29.80 OFF:-5.00L Rim:4871.82 INV IN:4867.38 INV OUT:4867.28Install 46' of 8" SDR-35 San. Pipe @ 0.40% Install 26' of 12" ADS N 12 Storm Pipe @ 0.22% Install 330' of 8" SDR-35 San. Pipe @ 0.43% Install 142' of 8" C50 DI Pipe @ 5' Min Cover Install 84' of 8" C50 DI Pipe @ 5' Min Cover Install 164' of 12" ADS N 12 Storm Pipe @ 0.22% CB# 13 Sta:8+66.54 OFF:-16.40L GRATE:4872.86 INV IN:4867.37 INV OUT:4867.27 0501.4.1.B.1-08-P SSMH 6 SSMH 7 SSMH 8 SSMH 9 0502.4.1.A.1-01 0502.4.1.A.1-01 CB# 13 0601.4.1.A.13-12 9 + 0 0 10+00 11+ 0 0 SSMH 10 0401.4.1.A.1-08-D 0402.4.1.A.1-08-D STA: 11+41.14 OFF: 4.63R 0602.4.1.F.1-I 0602.4.1.F.1-I L3 C1 C2 BUILDING #9 BUILDING #10 BU I L D I N G # 1 5 0502.4.1.A.1-01 4873.00 TBC-PC 8+65.54 4872.95 TBC-POC 9+14.39 4872.74 TBC-PI 9+24.22 4872.46 TBC-PC 9+20.36 CB# 14 4871.62 TBC-PC 10+80.95 4871.89 TBC-PC 10+69.83 4872.12 TBC-PI 10+77.89 4872.53 TBC-PC 10+63.51 0602.4.1.F.1-I 0502.4.1.A.1-01 CB# 15 0501.4.1.B.1-08-P 0401.4.1.A.1-08-D 4873.23 TBC-PI 9+26.39 4873.55 TBC-PC 8+56.37 4872.28 TBC-PI 11+33.05 4871.78 TBC-PI-LP 11+29.90 4872 4870 4873 48744875 0601.4.1.A.13-12 4873.54 TBC-FLUSH 4873.58 TBC-FLUSH STA: 8+59.14 OFF: -5.250L 4873.54 TBC-FLUSH 4873.28 TBC-FLUSH 4873.14 TBC-FLUSH 4872.67 TBC-FLUSH 4872.61 TBC-FLUSH 4872.45 TBC-FLUSH 4872.37 TBC-FLUSH 4872.32 TBC-FLUSH 4872.29 TBC-FLUSH 4 8 7 3 MA I N T E N A N C E GA R A G E OF F I C E AD A U N I T 0401.4.1.B.1-886-D STA: 10+15.06 OFF: 7.10R 0403.4.1.A.1 STA:10+15.00 OFF:20.77R 4873.42 TBC-FLUSH 0401.4.1.A.1-08-D 0502.4.1.A.1-01 0401.4.1.B.1-408-D STA: 10+73.95 OFF: 9.012R 4872.99 TBC-FLUSH 4872.94 TBC-FLUSH 0401.4.1.B.1-408-D STA: 9+30.04 OFF: 6.957R 0402.4.1.A.1-06-D STA: 10+15.05 OFF: 10.27R -9.13% -0.55% -2 . 1 2 % -5.08% -3.72% -5 . 1 2 % -5 . 9 2 % -5 . 6 8 % -4 . 9 6 % -2 . 0 3 % -1.92% 0401.4.1.B.1-408-D STA: 11+15.45 OFF: 7.431R AD A U N I T 0601.4.1.A.13-12 48 7 2 FF ELEV: 4874.50FF ELEV: 4875.00 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 7 15 RE X B U R G C E N T E N N I A L T O W N H O M E S RO N D O S T A 9 + 0 0 T O S T A 1 1 + 5 0 RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG RONDO PROFILE VIEW RONDO PLAN VIEW NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6.INSTALL POTABLE WATER CLASS PIPE FOR STORM SEWER WHERE 18" VERTICAL CLEARANCE IS NOT MET SEE PAGE 2 NOTE 14 SEWER NOTES. 0401.4.1.A.1-06-D INSTALL 6" WATER PIPE C50-DI 0401.4.1.A.1-08-D INSTALL 8" PIPE C50-DI @ 5' MIN COVER 0401.4.1.B.1-408-D INSTALL 8" 45° BEND C50-DI 0501.4.1.B.1-08-P INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH PER ISPWC SD-501 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN TO EASEMENT 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.A.1-01 INSTALL SD MANHOLE TYPE A 0602.4.1.F.1-I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD-601 R25.00' RONDO STREET SHEET 5 RONDO STREET SHEET 5 141.95' 27.00' 0403.4.1.A.1-01 INSTALL WATEROUS BRAND FH ASSEMBLY 0401.4.1.B.1-886-D INSTALL 8"x8"x6" TEE C50-DI 0404.4.1.A.1-01 INSTALL 1" WATER SERVICE AND METER PIT PER REXBURG STD PG 13 0402.4.1.A.1-08-D INSTALL 8" WATER VALVE C50-DI 0402.4.1.A.1-06-D INSTALL 6" WATER VALVE C50-DI 20.00' R4.50' 0602.4.1.A.1-02 INSTALL FRENCH DRAIN PER ISPWC SD-611 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 DESIGN PROFILE EXISTING SURFACE WATER SERVICES (RONDO STREET) BUILDING #4 STATION OFFSET METER PIT STATION OFFSET END SEWER SERV. (RONDO ST) BUILDING END STATION OFFSET #9 #9 #9 #10 #10 #10 #15 #15 #4 #9 #9 #9 #10 #10 #10 #15 #15 8+73.54 23.55' R 8+79.04 44.07' R 8+86.83 27.75' R 8+93.04 62.63' R 9+09.26 21.68' R 9+10.43 37.27' R 9+68.20 9+68.2021.25' R 31.50' R 31.50' R21.25' R 10+59.88 31.50' R10+59.88 21.25' R 10+94.43 53.96' R10+94.42 24.96' R 11+03.57 52.63' R11+05.34 27.90' R 11+30.81 35.25' R11+30.81 24.96' R 8+74.90 40.52' R 8+95.10 57.86' R 9+07.54 39.70' R 9+62.22 31.50' R 10+23.63 31.50' R 10+53.93 31.50' R 10+94.76 58.73' R 11+06.67 48.23' R 11+27.07 35.40' R 10+29.63 10+29.63 0401.4.1.A.1-06-D 0706.4.1.E.1-04 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 DATUM ELEV 4860.00 4864 4868 4872 4876 4880 12+00 48 7 2 . 0 48 7 2 . 0 0 48 7 2 . 1 48 7 2 . 1 4 13+00 48 7 2 . 1 48 7 2 . 0 5 48 7 3 . 1 48 7 3 . 1 4 14+00 48 7 3 . 0 48 7 3 . 0 2 48 7 3 . 1 48 7 3 . 1 3 15+00 48 7 3 . 2 48 7 3 . 2 5 15+50 48 7 3 . 4 48 7 3 . 3 7 0.40% CB# 16 Sta:12+45.59 OFF:-16.75L GRATE:4871.97 INV IN:4865.72 INV IN:4865.71 INV OUT:4865.62 Install 226' of 12" ADS N 12 Storm Pipe @ 1.40% CB# 18 Sta:14+72.05 OFF:-16.75L GRATE:4872.88 INV OUT:4868.88 SSMH 12 Sta:14+59.58 OFF:-5.01L Rim:4873.14 INV IN:4865.85 INV IN:4865.85 INV OUT:4865.77 Install 330' of 8" SDR-35 San. Pipe @ 0.43% Install 24' of 8" C50 DI Pipe @ 5' Min Cover Install 7' of 8" C50 DI Pipe @ 5' Min Cover Install 22' of 8" C50 DI Pipe @ 5' Min Cover Install 294' of 8" SDR-35 San. Pipe @ 0.40% Install 376' of 8" C50 DI Pipe @ 5' Min Cover Install 197' of 8" C50 DI Pipe @ 5' Min Cover Install 103' of 8" C50 DI Pipe @ 5' Min Cover 0+ 8 5 1+ 0 0 CB# 18 12+00 13+00 14+00 15+00 0501.4.1.B.1-08-P 0402.4.1.A.1-08-D STA: 14+74.73 OFF: 5.06R 0602.4.1.F.1-I 0602.4.1.F.1-I 0601.4.1.A.13-12 0601.4.1.A.13-12 0601.4.1.A.13-12 L4 L5 RONDO STREET STA:14+51.74 BUILDING #11 BUILDING #12 BUILDING #17 4874 CB# 16 4872.52 TBC-FLUSH 4873.05 TBC-FLUSH 4873.16 TBC-FLUSH 4873.28 TBC-FLUSH 4873.33 TBC-FLUSH 4873.80 TBC-FLUSH 4873.92 TBC-FLUSH 4873.41 TBC 4873.29 TBC 4873.01 TBC 4872.88 TBC 4872.76 TBC 4872.65 TBC 4872.53 TBC 4872.41 TBC 4872.24 TBC 4872.00 TBC 4872.12 TBC 4873.15 TBC-LP 14+72.00 -17.25 L 4873.40 TBC-PC 14+13.30 4873.72 TBC-PI 1+42.25 4873.38 TBC-PI 1+42.27 4874 4874 SSMH 12 0502.4.1.A.1-01 ADA UNIT 0402.4.1.A.1-08-D STA: 14+41.89 OFF: 4.99R 0401.4.1.B.1-886-D STA: 14+97.31 OFF: 5.05R 0401.4.1.A.1-08-D BUILDING #16 4872.58 TBC-FLUSH 0402.4.1.A.1-08-D STA: 1+11.37 OFF: 2.16R -3 . 0 8 % -4 . 5 9 % -3 . 6 7 % -2 . 7 5 % -4 . 5 3 % -3 . 6 0 % -3 . 3 9 % -4 . 1 8 % -2 . 6 6 % -3 . 4 5 % -4 . 2 3 % -4 . 2 9 % 4873.70 TBC-PI 14+90.26 GARNETT STREET STA:0+84.75 0401.4.1.B.1-888-D STA:14+49.58 OFF: 4.998R 0403.4.1.A.1 STA:14+97.31 OFF:24.54R 0401.4.1.A.1-06-D 4872.87 TBC-FLUSH 4872.93 TBC-FLUSH 4873.17 TBC 4873.75 TBC-FLUSH 0402.4.1.A.1-06-D STA: 14+97.31 OFF: 13.29R 4873 GARNETT STREET STA:1+00.00 FF ELEV: 4873.31 FF ELEV: 4873.99 FF ELEV: FF ELEV: 4875.19 FF ELEV: 4874.33FF ELEV: 4874.00 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 8 15 RE X B U R G C E N T E N N I A L T O W N H O M E S RO N D O S T A 1 2 + 0 0 T O S T A 1 5 + 5 0 RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG RONDO STREET PROFILE VIEW RONDO ST PLAN VIEW NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6.INSTALL POTABLE WATER CLASS PIPE WHERE VERTICAL CLEARANCE IS NOT MET SEE PAGE 2 NOTE 14 SEWER NOTES. 0401.4.1.A.1-06-D INSTALL 6" WATER PIPE C50-DI 0401.4.1.A.1-08-D INSTALL 8" PIPE C50-DI @ 5' MIN COVER 0401.4.1.B.1-886-D INSTALL 8"x8"x6" TEE C50-DI 0401.4.1.B.1-888-D INSTALL 8"x8"x8" TEE C50-DI 0501.4.1.B.1-08-P INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH PER ISPWC SD-501 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN TO EASEMENT 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.F.1-I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD-601 RO N D O S T R E E T SH E E T 8 0402.4.1.A.1-06-D INSTALL 6" WATER VALVE C50-DI 0402.4.1.A.1-08-D INSTALL 8" WATER VALVE C50-DI 0403.4.1.A.1-01 INSTALL WATEROUS BRAND FH ASSEMBLY0404.4.1.A.1-01 INSTALL 1" WATER SERVICE AND METER PIT PER REXBURG STD PG 13 RO N D O S T R E E T SH E E T 6 GARNETT STREET SHEET 9 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-040504.4.1.B.1-040504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-010404.4.1.B.1-010404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0504.4.1.B.1-04 0404.4.1.B.1-01 SEE NOTE 6 DESIGN PROFILE EXISTING SURFACE WATER SERVICES (RONDO STREET) BUILDING STATION OFFSET METER PIT STATION OFFSET END SEWER SERV. (RONDO ST) BUILDING END STATION OFFSET #11#11 11+97.08 20.50' L 11+97.08 50.25' L #11 12+01.16 20.50' L 12+01.16 #11 20.50' L12+57.73 12+57.73 #12 20.50' L12+72.42 12+72.42 #12 20.50' L13+29.15 13+29.15 #12 20.50' L13+33.60 13+33.60 #12 20.50' L13+90.60 13+90.60 #12 20.50' L13+92.10 13+92.10 #12 20.50' L14+53.24 14+53.24 #13 20.50' L14+65.53 14+65.53 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L #13 20.50' L 50.25' L15+21.51 15+21.51 #13 20.50' L 50.25' L15+25.24 15+25.24 #15 11+90.87 25.00' R 11+90.85 35.25' R #15 12+37.05 25.00' R 12+37.05 35.25' R #16 25.00' R 35.25' R12+70.13 12+70.13 #16 25.00' R 35.25' R13+24.18 13+24.18 #16 25.00' R 35.25' R13+80.98 13+80.98 #16 31.99' R 35.25' R14+28.50 14+28.50 #17 25.00' R 35.25' R14+93.28 14+93.28 #17 25.00' R 35.25' R15+41.34 15+41.34 11+91.13 50.25' L #11 12+07.21 50.25' L #11 12+51.74 50.25' L #12 12+78.44 50.25' L #12 13+23.16 50.25' L #12 13+39.61 50.25' L #12 13+84.62 50.25' L #12 13+98.12 50.25' L #12 14+47.28 50.25' L #13 14+71.57 50.25' L #13 15+15.62 50.25' L #13 15+31.24 50.25' L #15 11+84.96 35.25' R #15 12+31.05 35.25' R #16 12+64.13 35.25' R #16 13+18.17 35.25' R #16 13+74.97 35.25' R #16 14+22.50 35.25' R #17 14+87.28 35.25' R #17 15+35.34 35.25' R 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 SEE NOTE 6 0501.4.1.A.1-08-C ENSURE 1.5' MINIMUM CLEARANCE 0501.4.1.B.1-08-C INSTALL C-900 WATER CLASS PIPE 10' EACH SIDE OF WATER CROSSING 0706.4.1.E.1-04 0706.4.1.E.1-040706.4.1.E.1-04 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 DATUM ELEV 4860.00 4864 4868 4872 4876 4880 15+50 48 7 3 . 4 48 7 3 . 3 7 16+00 48 7 3 . 4 48 7 3 . 4 4 48 7 3 . 6 48 7 3 . 5 7 17+00 48 7 3 . 9 48 7 3 . 8 7 48 7 4 . 0 48 7 4 . 0 4 18+00 48 7 4 . 1 48 7 4 . 1 1 48 7 4 . 2 48 7 4 . 1 9 19+00 PV I S t a . = 1 7 + 2 4 . 4 1 El e v . = 4 8 7 4 . 2 9 7 PV I S t a . = 1 8 + 3 6 . 9 7 El e v . = 4 8 7 3 . 6 2 2 PV I S t a . = 1 8 + 6 3 . 2 9 El e v . = 4 8 7 3 . 8 4 1 PV I S t a . = 1 8 + 8 9 . 2 8 El e v . = 4 8 7 4 . 3 6 1 2.00%-0.60% 0.83% Install 376' of 8" C50 DI Pipe @ 5' Min Cover Install 15' of 8" C50 DI Pipe @ 5' Min Cover SSMH 14 Sta:18+25.98 OFF:-5.00L Rim:4873.59 INV OUT:4867.85 SSMH 13 Sta:17+53.30 OFF:-5.00L Rim:4874.02 INV IN:4867.12 INV OUT:4867.02 Install 73' of 8" SDR-35 San. Pipe @ 1.00% Install 294' of 8" SDR-35 San. Pipe @ 0.40% SD FD# 2 Sta:18+36.89 OFF:-26.75L Rim:4873.87 INV IN:4869.21 CB# 8 Sta:18+36.89 OFF:-16.75L GRATE:4873.21 INV OUT:4869.24 4+ 0 0 5+ 0 0 0501.4.1.B.1-08-P SSMH 14 16+00 17+00 18+00 18+890501.4.1.B.1-08-P 0401.4.1.A.1-08-D 0602.4.1.F.1-I 0601.4.1.A.13-12 L4 RONDO STREET STA:18+89.28 STONEBRIDGE ST STA:4+47.76 BUILDING #13 BUILDING #14 BUILDING #17 BUILDING #18 SD FD# 2 48 7 4 0402.4.1.A.1-08-D STA: 18+73.79 OFF: 5.00R 4874.49 TBC-PC 4+05.48 4873.60 TBC-PC 6+67.19 4874.01 TBC-PI 18+42.27 4874.16 TBC-PI-LP 4+89.98 0602.4.1.A.1-02 CB# 8 4873.80 TBC-FLUSH 4873.92 TBC-FLUSH 4874.04 TBC-FLUSH 4874.16 TBC-FLUSH 4874.21 TBC-FLUSH 4874.50 TBC-FLUSH 4874.56 TBC-FLUSH 4874.59 TBC-FLUSH 4874.42 TBC-FLUSH 4874.24 TBC-FLUSH 4874.16 TBC-FLUSH 4873.55 TBC 4873.77 TBC 4873.91 TBC 4874.13 TBC 4874.06 TBC 4873.94 TBC 4873.78 TBC 4873.64 TBC 4873.54 TBC 4873.41 TBC 4874 4874 0502.4.1.A.1-01 SSMH 13 0502.4.1.A.1-01 L9 4 8 7 4 -0. 5 8 % -1.2 7 % 0401.4.1.B.1-886-D STA: 14+97.31 OFF: 5.05R -3 . 6 0 % -2 . 7 3 % -2 . 9 6 % -2 . 8 6 % -4 . 1 9 % -3 . 8 9 % -2 . 7 2 % -2 . 6 3 % -2 . 5 9 % -3 . 3 9 % TBC-FLUSH 0402.4.1.A.1-06-D STA: 14+97.31 OFF: 13.29R 4875 FF ELEV: 4874.74 FF ELEV: 4875.08 FF ELEV: 4875.54FF ELEV: 4875.19 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 9 15 RE X B U R G C E N T E N N I A L T O W N H O M E S DI P L O M A T S T A 1 5 + 5 0 T O S T A 1 8 + 7 1 RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG RONDO STREET PROFILE VIEW RONDO STREET PLAN VIEW NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6.FOR IMPROVEMENTS ON STONEBRIDGE STREET SEE NORTH 7TH AND STONEBRIDGE STREET IMPROVEMENTS DRAWINGS. 0401.4.1.A.1-08-D INSTALL 8" PIPE C50-DI @ 5' MIN COVER 0501.4.1.B.1-08-P INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH PER ISPWC SD-501 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN TO EASEMENT 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.F.1-I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD-601 RO N D O S T R E E T SH E E T 7 0402.4.1.A.1-08-D INSTALL 8" WATER VALVE C50-DI 0404.4.1.A.1-01 INSTALL 1" WATER SERVICE AND METER PIT PER REXBURG STD PG 13 0401.4.1.B.1-888-D INSTALL 8"x8"x8" TEE C50-DI 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-010404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-040504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 SEE 7TH NORTH AND STONEBRIDGE STREET DRAWINGS SEE 7TH NORTH AND STONEBRIDGE STREET DRAWINGS DESIGN PROFILE EXISTING SURFACE WATER SERVICES (RONDO STREET) BUILDING #13 STATION OFFSET METER PIT STATION OFFSET END SEWER SERV. (RONDO ST) BUILDING END STATION OFFSET #13 20.50' L 50.25' L15+25.24 15+25.24 #13 20.50' L 50.25' L15+82.31 15+82.31 #13 20.50' L 50.25' L15+84.43 15+84.43 #13 20.50' L 50.25' L16+42.85 16+42.85 #14 20.50' L 50.25' L16+55.48 16+55.48 #14 20.50' L 50.25' L17+14.79 17+14.79 #14 20.50' L 50.20' L17+16.29 17+16.29 #14 20.50' L 50.20' L17+74.72 17+74.72 #14 20.50' L 50.20' L17+76.23 17+76.23 #14 20.50' L 50.20' L18+35.30 18+35.30 #17 25.00' R 35.25' R15+41.34 15+41.34 #17 25.00' R 35.25' R16+00.43 16+00.43 #17 25.00' R 35.25' R16+40.88 16+40.88 #18 25.00' R 35.25' R16+70.76 16+70.76 #18 25.00' R 35.25' R17+12.35 17+12.35 #18 25.00' R 35.25' R17+72.17 17+72.17 #18 25.00' R 35.25' R18+33.81 18+33.81 15+31.24 50.25' L #13 15+76.31 #13 15+90.43 #13 16+36.85 #14 16+61.48 #14 17+08.79 #14 17+22.27 #14 17+68.72 #14 17+82.83 #14 18+29.07 #17 15+35.34 35.25' R #17 15+94.43 35.25' R #17 16+34.89 35.25' R #18 16+64.77 35.25' R #18 17+06.35 35.25' R #18 17+66.17 35.25' R #18 18+22.37 35.25' R 0504.4.1.B.1-04 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 50.25' L 0706.4.1.E.1-04 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 DATUM ELEV 4860.00 4864 4868 4872 4876 4880 0+75 1+00 48 7 3 . 1 48 7 3 . 1 3 48 7 3 . 1 48 7 3 . 0 7 2+00 48 7 3 . 0 48 7 2 . 9 9 48 7 3 . 0 48 7 2 . 9 6 3+00 48 7 3 . 0 48 7 3 . 0 4 3+50 48 7 3 . 2 48 7 3 . 2 1 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 4 8 7 3 . 2 0 6 PV I S t a . = 1 + 1 7 . 2 5 El e v . = 4 8 7 3 . 5 5 1 PV I S t a . = 1 + 7 6 . 7 9 El e v . = 4 8 7 3 . 3 1 3 PV I S t a . = 3 + 2 3 . 5 0 El e v . = 4 8 7 3 . 9 8 9 2.00%-0.40% 0.46% -0.40% CB# 19 Sta:1+76.80 OFF:-13.00L GRATE:4872.98 INV OUT:4868.98 Install 128' of 12" ADS N 12 Storm Pipe @ 0.41% SSMH 12 Sta:0+95.00 OFF:-7.85L Rim:4873.14 INV IN:4865.85 INV IN:4865.85 INV OUT:4865.77 Install 5' of 8" C50 DI Pipe @ 5' Min Cover Install 142' of 8" C50 DI Pipe @ 5' Min Cover Install 58' of 8" C50 DI Pipe @ 5' Min Cover Install 138' of 8" SDR-35 San. Pipe @ 0.40% Install 41' of 8" SDR-35 San. Pipe @ 0.40% SSMH 16 Sta:3+09.56 OFF:-6.89L Rim:4873.79 INV IN:4864.87 INV OUT:4864.77 Install ???' of 8" C50 DI Pipe @ 5' Min Cover Install 414' of 8" SDR-35 San. Pipe @ 0.40% SD MH 7 Sta:2+80.77 OFF:34.99R Rim:4874.46 INV IN:4868.46 INV IN:4868.46 INV OUT:4868.36 Install 161' of 12" ADS N 12 Storm Pipe @ 0.36% SSMH 17 Sta:2+53.28 OFF:-7.73L Rim:4873.51 INV IN:4865.14 INV OUT:4865.04 487 2 0+85 1+00 2+00 3+ 0 0 CB# 18 14 + 0 0 15 + 0 0 0402.4.1.A.1-08-D STA: 14+74.73 OFF: 5.06R 0401.4.1.A.1-08-D 0401.4.1.B.1-208-D STA:3+09.77 OFF: 8.077 R 0602.4.1.F.1-I 0601.4.1.A.13-12 0602.4.1.A.1-01 L5 C3 RONDO STREET STA:14+51.74 BU I L D I N G # 1 2 BU I L D I N G # 2 1 4873.28 TBC-FLUSH 4873.33 TBC-FLUSH 4873.80 TBC-FLUSH 4873.29 TBC 4873.01 TBC 4872.88 TBC 4872.76 TBC 4873.15 TBC-LP 14+72.00 -17.25 L 4873.40 TBC-PC 14+13.30 4873.72 TBC-PI 1+42.25 4873.38 TBC-PI 1+42.27 0501.4.1.B.1-08-P 4 8 7 4 SSMH 12 0602.4.1.F.1-I CB# 19 SD MH 7 0502.4.1.A.1-01 0502.4.1.A.1-01 0401.4.1.A.1-08-D 4 8 7 3 4874 4873 4872 4873.80 TBC-PC 2+11.36 4874.14 TBC-PI 2+61.27 4873.61 TBC-PC 2+55.49 4873.84 TBC-PI 3+24.54 4874.26 TBC-PI 3+42.08 4874.05 TBC-FLUSH 4874.14 TBC-FLUSH SSMH 16 0502.4.1.A.1-01 0501.4.1.B.1-08-P 0501.4.1.B.1-08-P 4873.78 TBC 3+ 0 0 3+ 8 4 GARNETT STREET STA:2+38.40 SSMH 17 4873.60 TBC-PI OFF: -12.687 L STA: 3+49.17 1+ 5 0 1+98 0601.4.1.A.13-12 4873.25 TBC-LP 1+76.78 -13.50 L 4871 48 7 2 AD A U N I T 0402.4.1.A.1-08-D STA: 14+41.89 OFF: 4.99R 0401.4.1.B.1-886-D STA: 14+97.31 OFF: 5.05R 4874.29 TBC-FLUSH -3.04% L1 0 L11 0602.4.1.A.1-02 4871 4873.96 TBC-PI OFF: 12.548 R STA: 3+47.77 0402.4.1.A.1-08-D STA: 1+11.37 OFF: 2.16R -2.75% -4.53% -4.18% -2.61% -2.82% -2.15% -2.66% 4873.70 TBC-PI 14+90.26 GARNETT STREET STA:0+84.75 0401.4.1.B.1-888-D STA:14+49.58 OFF: 4.998R 0403.4.1.A.1 STA:14+97.31 OFF:24.54R 4873 4874 4 8 7 4 4874 0401.4.1.A.1-06-D 4873.17 TBC 0401.4.1.B.1-408-D STA: 2+53.85 OFF: 3.987R FD MH #5 4873.75 TBC-FLUSH 0402.4.1.A.1-06-D STA: 14+97.31 OFF: 13.29R 4 8 7 3 4 8 7 2 GARNETT STREET STA:1+00.00 POND 2-PARKING LOT STA:3+75.04 FF E L E V : 48 7 3 . 9 9 FF E L E V : 48 7 5 . 1 9 FF E L E V : 48 7 4 . 8 2 FF E L E V : 48 7 5 . 3 8 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 10 15 RE X B U R G C E N T E N N I A L T O W N H O M E S GA R N E T T S T A 0 + 7 5 T O S T A 3 + 5 0 RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURGGARNETT STREET PROFILE VIEW GARNETT STREET PLAN VIEW NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6.INSTALL POTABLE WATER CLASS PIPE FOR SEWER WHERE VERTICAL CLEARANCE IS NOT MET SEE PAGE 2 NOTE 14 SEWER NOTES. 0401.4.1.A.1-08-D INSTALL 8" PIPE C50-DI @ 5' MIN COVER 0401.4.1.B.1-208-D INSTALL 8" 22.5° BEND C50-DI 0501.4.1.B.1-08-P INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH PER ISPWC SD-501 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN TO EASEMENT 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.A.1-01 INSTALL SD MANHOLE TYPE A 0602.4.1.F.1-I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD-601 GARNETT STREET SHEET 10 RONDO STREET SHEET 7 RONDO STREET SHEET 8 PARKING LOT SHEET 11 0401.4.1.B.1-888-D INSTALL 8"x8"x8" TEE C50-DI 0402.4.1.A.1-08-D INSTALL 8" WATER VALVE C50-DI 0404.4.1.A.1-01 INSTALL 1" WATER SERVICE AND METER PIT PER REXBURG STD PG 13 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 SEE NOTE 6 MAIL BOX POD DESIGN PROFILE EXISTING SURFACE WATER SERVICES (GARNETT STREET) BUILDING #21 STATION OFFSET METER PIT STATION OFFSET END SS SERV. (GARNETT ST) BUILDING END STATION OFFSET #21 2+78.74 18.14' R 2+87.80 57.67' R #21 3+12.66 20.54' R 3+12.96 35.22' R #19 3+15.33 25.00' L 3+15.33 35.25' L #19 25.00' L 35.25' L3+58.21 3+58.21 2+90.02 53.28' R #21 3+06.62 36.63' R #19 3+21.47 35.25' L 0404.4.1.B.1-01 0504.4.1.B.1-04 0404.4.1.B.1-01 Install 20' C-900 Potable Water Class Pipe, 10' each side of water crossing @ 0.40% See Note 6 0501.4.1.A.1-08-C 0501.4.1.B.1-08-C INSTALL C-900 WATER CLASS PIPE 10' EACH SIDE OF WATER CROSSING 0706.4.1.E.1-04 0706.4.1.E.1-04 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 INSURE 1.5' MINIMUM CLEARANCE INSURE 1.5' MINIMUM CLEARANCE DATUM ELEV 4860.00 4864 4868 4872 4876 4880 3+50 48 7 3 . 2 48 7 3 . 2 1 4+00 48 7 3 . 4 48 7 3 . 4 3 48 7 3 . 5 48 7 3 . 5 1 5+00 48 7 3 . 7 48 7 3 . 6 6 48 7 3 . 9 48 7 3 . 8 9 6+00 48 7 3 . 9 48 7 3 . 8 9 48 7 4 . 0 48 7 3 . 9 6 7+00 48 7 4 . 1 48 7 4 . 0 9 7+25 48 7 3 . 9 48 7 3 . 9 5 PV I S t a . = 4 + 1 6 . 2 7 El e v . = 4 8 7 3 . 6 1 8 PV I S t a . = 5 + 5 5 . 3 0 El e v . = 4 8 7 4 . 2 3 7 PV I S t a . = 6 + 5 0 . 9 0 El e v . = 4 8 7 3 . 8 5 5 PV I S t a . = 6 + 9 4 . 5 2 El e v . = 4 8 7 4 . 1 1 6 PV I S t a . = 7 + 1 4 . 0 0 El e v . = 4 8 7 4 . 5 0 6 -0.40% -0.40%0.45%0.60% 2.00% Install 414' of 8" SDR-35 San. Pipe @ 0.40 % SSMH 1 Sta:7+24.10 OFF:-5.00L Rim:4874.27 INV IN:4863.12 INV IN:4863.12 INV OUT:4863.02 Install 45' of 8" C50 DI Pipe @ 5' Min Cover Install 18' of 8" C50 DI Pipe @ 5' Min Cover CB# 5 Sta:6+65.04 OFF:-16.75L GRATE:4873.53 INV OUT:4869.36CB# 20 Sta:4+16.81 OFF:-16.75L GRATE:4873.21 INV OUT:4869.04 SD FD# 1 Sta:6+65.04 OFF:-26.75L Rim:4874.24 INV IN:4869.30 Install 161' of 12" ADS N 12 Storm Pipe @ 0.36% Install 340' of 8" C50 DI Pipe @ 5' Min C o v e r 2+ 0 0 3+ 0 0 4+00 5+00 6+00 7+00 7+34 0501.4.1.B.1-08-P 0401.4.1.A.1-08-D 0401.4.1.A.1-08-D 0602.4.1.A.1-02 0602.4.1.F.1-I L6 GARNETT STREET STA:7+14.09 STONEBRIDGE ST STA:2+54.96 BUILDING #20 BUILDING #19 BUILDING #22 BUILDING #23 CB# 5 SD FD# 1 0402.4.1.A.1-08-D STA: 6+95.55 OFF: 5.00R 48 7 5 48 7 5 48 7 4 48 7 4 4874.91 TBC-PC 2+12.69 4874.00 TBC-PC 2+72.19 4874.34 TBC-PI 6+67.13 4874.22 TBC-PI 2+97.19 4875.58 BSW 0602.4.1.F.1-I 0601.4.1.A.13-12 4874 4874.26 TBC-PI 3+42.08 4873.97 TBC-FLUSH 4874.01 TBC-FLUSH 4874.15 TBC-FLUSH 4874.27 TBC-FLUSH 4874.57 TBC-FLUSH 4874.51 TBC-FLUSH 4874.39 TBC-FLUSH 4874.28 TBC-FLUSH 4873.80 TBC 4873.86 TBC 4873.98 TBC 4874.09 TBC 4873.98 TBC 4873.92 TBC 4873.59 TBC 4873.53 TBC 4873.55 TBC 4873.66 TBC 4873.78 CB# 20 0601.4.1.A.13-12 4874 4873.48 TBC-LP 4+16.84 -17.25 L GARNETT STREET STA:7+33.60 -0 . 8 2 % -0.5 3 % -3 . 3 9 % -3 . 5 7 % -2 . 8 2 % -2 . 5 0 % -3 . 2 8 % -2 . 8 8 % -2 . 1 0 % -2 . 1 0 % -2 . 9 8 % 4873 0401.4.1.B.1-886-D STA: 6+49.78 OFF: 5.33R 0401.4.1.A.1-06-D 0402.4.1.A.1-08-D STA: 6+49.79 OFF: 11.95R0403.4.1.A.1 STA:6+49.79 OFF:24.54R 4874.82 FF ELEV: 4875.01 FF ELEV: 4875.42FF ELEV: 4875.09 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 11 15 RE X B U R G C E N T E N N I A L T O W N H O M E S GA R N E T T S T A 3 + 5 0 T O S T A 7 + 2 5 RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG GARNETT STREET PROFILE VIEW GARNETT STREET PLAN VIEW NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6.FOR IMPROVEMENTS ON STONEBRIDGE STREET SEE 7TH NORTH AND STONEBRIDGE DRIVE IMPROVEMENT DRAWINGS GA R N E T T S T R E E T SH E E T 9 0401.4.1.A.1-06-D INSTALL 6" WATER PIPE C50-DI 0401.4.1.A.1-08-D INSTALL 8" PIPE C50-DI @ 5' MIN COVER 0401.4.1.B.1-886-D INSTALL 8"x8"x6" TEE C50-DI 0501.4.1.B.1-08-P INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH PER ISPWC SD-501 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN TO EASEMENT 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.F.1-I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD-601 0403.4.1.A.1-01 INSTALL WATEROUS BRAND FH ASSEMBLY 0402.4.1.A.1-06-D INSTALL 6" WATER VALVE C50-DI 0402.4.1.A.1-08-D INSTALL 8" WATER VALVE C50-DI 0404.4.1.A.1-01 INSTALL 1" WATER SERVICE AND METER PIT PER REXBURG STD PG 13 0602.4.1.A.1-01 INSTALL SD MANHOLE TYPE A 0602.4.1.A.1-02 INSTALL FRENCH DRAIN PER ISPWC SD-611 SEE 7TH NORTH AND STONEBRIDGE STREET DRAWINGS 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0404.4.1.B.1-01 0504.4.1.B.1-04 0504.4.1.B.1-040504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 0504.4.1.B.1-04 SEE 7TH NORTH AND STONEBRIDGE STREET DRAWINGS WATER SERVICES (GARNETT STREET) BUILDING #19 STATION OFFSET METER PIT STATION OFFSET END SEWER SERV. (GARNETT ST) BUILDING END STATION OFFSET #19 20.50' L 35.25' L4+20.41 4+20.41 #19 35.25' L4+70.28 4+70.28 #20 35.25' L4+97.24 4+97.24 35.25' L5+44.78 5+44.78 35.25' L #20 #20 6+05.08 6+05.08 35.25' L#20 25.00' R 35.25' R#21 6+57.46 6+57.46 35.21' R#22 4+05.77 4+05.77 35.22' R#22 4+42.88 4+42.88 35.23' R#22 5+18.69 5+18.69 35.24' R#23 5+46.28 5+46.28 35.25' R#23 5+90.02 5+90.02 35.25' R#23 35.25' L3+64.21 #19 35.25' L4+26.40 #19 35.25' L4+64.31 #20 35.25' L5+03.26 #20 35.25' L5+38.78 #20 35.25' L6+11.13 #20 35.25' L6+58.17 #21 3+71.62 #22 3+99.77 #22 4+36.87 #22 5+12.80 #23 5+37.30 #23 5+84.01 #23 35.25' R6+59.67 20.50' L 20.50' L 20.50' L 20.50' L 20.50' L 25.00' R 25.00' R 25.00' R 25.00' R 25.00' R 25.00' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 35.25' R 0706.4.1.E.1-04 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 0706.4.1.E.1-04 6+45.47 6+45.47 6+52.19 6+52.19 DATUM ELEV 4860.00 4864 4868 4872 4876 1+00 48 6 6 . 0 48 6 5 . 9 9 2+00 48 7 2 . 0 48 7 1 . 9 6 48 7 2 . 4 48 7 2 . 4 4 3+00 48 7 2 . 9 48 7 2 . 9 1 48 7 4 . 0 48 7 4 . 0 2 3+85 Install 33' of 12" ADS N 12 Storm Pipe @ 0.22% Install 16' of 12" ADS N 12 Storm Pipe @ 3.80% CB# 17 Sta:1+83.50 OFF:-31.11L GRATE:4870.70 INV OUT:4865.94SD MH 6 Sta:1+67.90 OFF:-31.17L GRATE:4870.46 INV IN:4865.35 INV IN:4865.35 INV OUT:4865.25 4 : 1 S L O P E 4:1 S L O P E POND 2-PARKING LOT Number L7 Station Start: 1+00.00 End: 3+83.86 Radius Length 283.86 Line/Chord Direction N90° 00' 00.00"E Start Point Northing: 792655.19 Easting: 759850.25 End Point Northing: 792655.19 Easting: 760134.11 POND 2 VERTICAL Number L12 L13 L14 Station Start: 1+00.00 End: 2+33.13 Start: 2+33.13 End: 2+42.70 Start: 2+42.70 End: 3+10.19 Radius Length 133.13 9.57 67.49 Line/Chord Direction N0° 13' 56.41"W S88° 46' 31.57"E N0° 05' 30.10"E Start Point Northing: 792510.25 Easting: 759879.02 Northing: 792643.38 Easting: 759878.48 Northing: 792643.17 Easting: 759888.05 End Point Northing: 792643.38 Easting: 759878.48 Northing: 792643.17 Easting: 759888.05 Northing: 792710.67 Easting: 759888.16 B U I L D I N G # 1 5 4866 4871.60 TBC-PI OFF: -12.527 L STA: 1+75.380601.4.1.A.13-12 1+ 0 0 4870 4869 4871 4866 -2 5 . 0 0 % -14.66% 4870.50 POND TOP 4870.69 POND TOP 4870.70 POND TOP 4870.53 POND TOP 4865 4864 4863 4864 4865.50 POND BOTTOM 4865.50 POND BOTTOM 4862.84 POND BOTTOM 1+00 2+00 3+00 3+10 0601.4.1.A.13-12 4872.23 TBC-PI OFF: 12.473 R STA: 1+75.38 4862.84 POND BOTTOM 4870.75 POND TOP L12 L1 3 L14 4867 4868 4869 4870 4871 4867 4868 48 7 2 FF E L E V : 48 7 4 . 0 0 DATUM ELEV 4860.00 4864 4868 4872 1+00 48 7 0 . 5 48 7 0 . 5 0 48 6 5 . 5 48 6 5 . 5 0 2+00 48 6 5 . 5 48 6 5 . 5 0 48 6 2 . 8 48 6 2 . 8 4 3+00 48 6 9 . 2 48 6 9 . 1 7 3+10.19 48 7 1 . 2 48 7 1 . 2 1 4 : 1 S L O P E 4:1 S L O P E Install 33' of 12" SDR-35 San. Pipe @ 0.22% 48 7 2 2+ 0 0 3+0 0 0602.4.1.A.1-01 0602.4.1.F.1-I 0601.4.1.A.13-12 0602.4.1.A.1-01 L5 C 3 487 3 0602.4.1.F.1-I CB# 19 SD MH 7 487 3 4872 48 6 6 48 7 4 48 7 3 48 7 2 4873.80 TBC-PC 2+11.36 4874.14 TBC-PI 2+61.27 4873.61 TBC-PC 2+55.49 4874.05 TBC-FLUSH 4874.14 TBC-FLUSH SSMH 16 4870.94 TBC-PI OFF: -32.527 L STA: 1+83.00 4871.35 TBC-PI OFF: -17.027 L STA: 1+83.00 4871.60 TBC-PI OFF: -12.527 L STA: 1+75.38 4872.49 TBC-PI OFF: 16.973 R STA: 1+83.00 4872.89 TBC-PI OFF: 32.500 R STA: 1+83.00 4873.77 TBC-PI OFF: 32.473 R STA: 3+34.00 4873.11 TBC-PI OFF: -32.527 L STA: 3+37.75 4873.82 TBC-PI OFF: 22.035 R STA: 3+34.00 4873.23 TBC-PI OFF: -22.082 L STA: 3+37.75 0601.4.1.A.13-12 1+00 2+00 3+00 3+84 GARNETT STREET STA:2+38.40 4871.60 TBC-PI OFF: -12.527 L STA: 1+78.50 4873.92 TBC-PI OFF: 12.552 R STA: 3+42.50 4873.60 TBC-PI OFF: -12.687 L STA: 3+49.17 1+00 1+50 1+ 0 0 1+ 9 8 0601.4.1.A.13-12 L7 48 7 1 48 7 0 48 6 9 48 7 1 48 6 6 4874.29 TBC-FLUSH -2 . 0 1 % -1.43% -0.59% -2 . 8 7 % -25.00% -1 4 . 6 6 % -3 . 0 4 % 4870.50 POND TOP 4870.69 POND TOP 4870.70 POND TOP 4870.53 POND TOP L10 L1 1 CB# 17 SD MH 6 0602.4.1.A.1-02 4874 48 7 1 48 6 5 48 6 4 48 6 3 48 6 4 4865.50 POND BOTTOM 4865.50 POND BOTTOM 4862.84 POND BOTTOM 1+ 0 0 2+ 0 0 3+ 0 0 3+ 1 0 0601.4.1.A.13-12 4873.96 TBC-PI OFF: 12.548 R STA: 3+47.77 4872.23 TBC-PI OFF: 12.473 R STA: 1+75.38 4862.84 POND BOTTOM 4870.75 POND TOP L1 2 L13 L1 4 -2 . 1 5 % 48 7 3 48 7 4 4874 48 7 4 FD MH #5 48 6 7 48 6 8 48 6 9 48 7 0 48 7 1 4 8 7 2 48 6 7 48 6 8 4872 4872 POND 2-PARKING LOT STA:3+75.04 FF ELEV: 4875.38 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 12 15 RE X B U R G C E N T E N N I A L T O W N H O M E S PA R K I N G L O T - P O N D 2 D E S I G N RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG PARKING LOT - POND 2 HORIZONTAL PLAN VIEW NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. GA R N E T T S T R E E T SH E E T 8 EXISTING SURFACE DESIGN SURFACE ON ALIGNEMENT 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.F.1-I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD-601 0602.4.1.A.1-01 INSTALL SD MANHOLE TYPE A MAIL BOX POD 42.05' DESIGN SURFACE EXISTING SURFACE PARKING LOT - POND 2 HORIZONTAL PROFILE VIEW POND 2 VERTICAL PLAN VIEW POND 2 VERTICAL PLAN VIEW 62.46' INVERT OUT: 4865.18' DATUM ELEV 4860.00 4864 4868 4872 4876 1+00 48 7 5 . 0 48 7 5 . 0 3 1+49.63 48 7 5 . 4 48 7 5 . 3 8 Install 41' of 12" ADS N 12 Storm Pipe @ 3.80% 4 : 1 S L O P E 4:1 S L O P E FD MH #5 Sta:1+28.49 OFF:-23.59L Rim:4870.81 INV IN:4866.81 48 7 2 0602.4.1.A.1-01 SD MH 7 48 7 4 48 7 3 48 7 2 1+00 1+50 1+ 0 0 1+ 9 8 0601.4.1.A.13-12 48 7 1 STA:2+87.80 OFF:57.67'R 4874.06 POND TOP 4874.02 POND TOP 4874.02 POND TOP 4874.03 POND TOP 0602.4.1.A.1-02 48 7 1 48 7 3 48 7 4 4870.30 POND BOTTOM 4870.30 POND BOTTOM FD MH #5 POND 1 VERTICAL Number L11 Station Start: 1+00.00 End: 1+98.18 Radius Length 98.18 Line/Chord Direction N0° 09' 57.02"W Start Point Northing: 792508.15 Easting: 760064.77 End Point Northing: 792606.33 Easting: 760064.49 POND 1 HORIZONTAL Number L10 Station Start: 1+00.00 End: 1+49.63 Radius Length 49.63 Line/Chord Direction N89° 45' 16.55"E Start Point Northing: 792557.31 Easting: 760039.02 End Point Northing: 792557.52 Easting: 760088.65 487 2 0601.4.1.A.13-12 0602.4.1.A.1-01 SD MH 7 4874 4873 4872 4874.14 TBC-PI 2+61.27 1+ 0 0 1+ 5 0 1+00 1+98 0601.4.1.A.13-12 4871 4874.06 POND TOP 4874.02 POND TOP 4874.02 POND TOP 4874.03 POND TOP 0602.4.1.A.1-02 4871 4873 4874 4870.30 POND BOTTOM 4870.30 POND BOTTOM FD MH #5 DATUM ELEV 4860.00 4864 4868 4872 4876 1+00 48 7 4 . 4 48 7 4 . 3 5 48 7 3 . 6 48 7 3 . 6 0 1+98.18 48 7 3 . 4 48 7 3 . 3 8 4 : 1 S L O P E 4:1 S L O P E FD MH #5 Sta:1+72.86 OFF:2.85R Rim:4870.81 INV IN:4866.81 Install 41' of 12" ADS N 12 Storm Pipe @ 3.80% CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 13 15 RE X B U R G C E N T E N N I A L T O W N H O M E S PO N D 1 D E S I G N RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG POND 1 HORIZONTAL PLAN VIEW EXISTING SURFACE DESIGN SURFACE 0601.4.1.A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.A.1-01 INSTALL SD MANHOLE TYPE A 0602.4.1.A.1-02 INSTALL FRENCH DRAIN PER ISPWC SD-611 POND 1 HORIZONTAL PROFILE POND 1 VERTICAL PLAN VIEW POND 1 VERTICAL PROFILE DESIGN SURFACE EXISTING SURFACE MAINTENANCE GARAGE OFFICE 1+00 1+50 1+ 0 0 1+ 9 8 L7 ADA UNIT ADA UNIT 9+8410+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0019+15 ADA UNIT CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 14 15 RE X B U R G C E N T E N N I A L T O W N H O M E S ST O R M W A T E R P O L L U T I O N P R E V E N T I O N RE X B U R G , I D POTENTIAL POLLUTANTS CHEMICAL MSDS #LOCATION TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR OFFSITE OPERATONS START DATE END DATE TO BE FILLED OUT BY CONTRACTOR AREA TO BE DISTURBED STABILIZE CONSTRUCTION ENTRANCE/EXIT COMBINATION STAGING AREA & VEHICLE EQUIPMENT CLEANING, FUELING AND MAIN. MATERIALS STORAGE AREA & STOCKPILE MANAGEMENT SILT FENCE OR EROSION EEL STORM WATER DRAINAGE SEQUENCE OF MAJOR ACTIVITIES ACTIVITY START DATE END DATE POTENTIAL POLLUTANTS CHEMICAL MSDS #LOCATION TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR OFFSITE OPERATONS START DATE END DATE TO BE FILLED OUT BY CONTRACTOR 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 RETENTION BASINS AND PIPING 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. 3.WITCH HAT TO BE PLACED ON NEAREST TWO (2) INLET BOXES TO BE PROJECTED THROUGH THE DURATION OF PROJECT. LEGEND Concrete Washout SEDIMENTATION AREA CONCRETE WASHOUT WITCH HAT APPROVED BY ________________________DATE:____________ City of REXBURG CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 18-016 DATE:DATE: March 18, 2019 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 6 8 1 . 8 5 9 0 PRELIMINARY FOR REVIEW ONLY 15 15 RE X B U R G C E N T E N N I A L T O W N H O M E S ST O R M W A T E R P O L L U T I O N P R E V E N T I O N D E T A I L S RE X B U R G , I D 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. 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 PROJE 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. 2-3 4" BOLTS 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. 12" MIN. 12" 6" EROSION EEL EROSION EEL EROSION EEL SILT FENCE TRUCK WASHOUT MAIL BOX STABILIZED CONSTRUCTION ENTRANCE CURB CUT TO BE INSTALLED FOR NEW SITE ENTRANCE CURB CUT TO BE INSTALLED FOR NEW SITE ENTRANCE TOTAL 9"-12" OF COMPACTED STONE SANDBAG SHALL BE INSTALLED IN FLOW LINE DOWNSTREAM OF CONSTRUCTION ENTRANCE 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 FLOW DIRE 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 APPROVED BY ________________________DATE:____________ City of REXBURG