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Home My WebLink AboutINFRASTRUCTURE Rev 4 12.13.23 - 23-00732 - Good 2 Go - New Commercial Bldg-Reviewed-ApprovedAuthor Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : Good 2 Go - New Commercial Bldg Address : 1055 S 12th W Record Type : New Commercial Building Document Filename : INFRASTRUCTURE Rev 4 12.13.23 - 23-00732 - Good 2 Go - New Commercial Bldg.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00732 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments C-06 Stamp Stan Crittenden : Fire Open 6 Approved - Fire Dept C-1 Stamp Katie Saurey : P&Z Open 1 Plan Received C-08 Stamp Kyle Baldwin : P&Z Open 8 Approved - Planning and Zoning C-05 Line Joel Gray : PW Open 5 14.84 ft C-05 Line Joel Gray : PW Open 5 23.00 ft C-05 Line Joel Gray : PW Open 5 5.75 ft C-05 Line Joel Gray : PW Open 5 6.95 ft C-05 Callout Joel Gray : PW Open 5 Move dumpster to approximately to south edge of catch basin. C-05 Stamp Joel Gray : PW Open 5 Approved - Public Works New Commercial Building Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) SITE MAP VICINITY MAP Date: Connect Engineering APPROVAL SIGNATURES: of DEVELOPMENT DRAWINGS FOR: STATE MAP SHEET NO. Date: The Civil Connection 2295 N YELLOWSTONE HWY, UNIT 6, ID 83401 208.881.0081 Date:Department of Environmental Quality P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y C-1 C-12 GOOD 2 GO DEVELOPMENT REXBURG, ID REXBURG, ID PRELIMINARY FOR REVIEW ONLY Sheet List Table Sheet Number Sheet Title C-01 COVER C-02 NOTES C-03 REFERENCE SHEET C-04 EXISTING CONDITIONS C-05 SITE OVERVIEW C-06 UTILITY PLAN C-07 GRADING PLAN C-08 LANDSCAPE PLAN C-09 N-S DRIVE AISLE STA 1+00 TO 4+80 C-10 SEWER EXTENSION 1+00 TO 6+20 C-11 BEST MANAGEMENT PRACTICES C-12 BEST MANAGEMENT DETAILS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS NOTES GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24x36 VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-02 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 "REXBURG STANDARD DRAWINGS AND SPECIFICATIONS". 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 . Cap lines 5' from building for connection. 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 . 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 Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to approve or reject. 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 2% unless otherwise specified. 16. Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line 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. REFERENCES NOTE: NOT ALL HATCHES, LINETYPES, REFERENCES, AND SYMBOLS ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. 1. 0 0 ' COARSE ROCK BACKFILL 4" MIN.-6" MIN. TYPICAL BARREL BARREL SECTION 3.5" INSTALL 2.00' BORE HOLE IN BOTTOM OF CATCH BASIN INSTALL STANDARD MANHOLE FRAME, GRATE COVER, AND RISER PER ISPWC SD-617 BOTTOM OF POND 1. 0 0 ' MI N S U M P OPEN BOTTOM MANHOLE N.T.S. INLET PIPE CLASS 4000 CONCRETE CURED WITH CURING COMPOUND PER ISPWC STANDARDS. 6'' NOTE: STRUCTURE CAN BE PRECAST CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS REFERENCE SHEET GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-03 ACRONYMS BTM BOTTOM BW BOTTOM OF WALL CB STORM DRAIN CATCH BASIN EG EDGE OF GRAVEL EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE FF FINISH FLOOR FG FINISH GRADE GB GRADE BREAK HP HIGH POINT INV IN INVERT IN INV OUT INVERT OUT L LEFT LP LOW POINT OFF OFFSET NTS NOT TO SCALE PC POINT OF CURVATURE PI POINT OF INTERSECTION PUD PLANNED UNIT DEVELOPMENT PUE PUBLIC UTILITY EASEMENT PVI POINT OF VERTICAL INTERSECTION R RIGHT SDMH STORM DRAIN MANHOLE SF SQUARE FEET SSMH SANITARY SEWER MANHOLE STA STATION SW SIDEWALK TBC TOP BACK OF CURB TSW TOP OF SIDEWALK TW TOP OF WALL TOC TOP OF CONCRETE TOA TOP OF ASPHALT VG FL VALLEY GUTTER FLOW LINE 100-1 RETAIN AND PROTECT 403-1 FIRE HYDRANT-DETAIL ISPWC SD-404 200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH PER ISPWC SD - 306 401-8 INSTALL 8" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-6 INSTALL 6" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-6 INSTALL 6" WATER VALVE PER ISPWC SD - 406 404-1.5 INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC 501-8 INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. 502-1 INSTALL 4' SS MH PER ISPWC SD-501 504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE PER ISPWC SD-11 601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE 602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601 706-1 706-R1 401-8.8.6 INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-8.6 INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWC SD - 403 706-V1 706-D1 RETAIN AND PROTECT EARTHWORK WATER 401-10 INSTALL 10" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-12 INSTALL 12" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 401-8.8.8 INSTALL 8"x8"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.6.6 INSTALL 6"x6"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.12 INSTALL 12"x12"x12" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.90 INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.11 INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.22 INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.45 INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.11 INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.22 INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.45 INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-8 INSTALL 8" WATER VALVE PER ISPWC SD - 406 402-12 INSTALL 12" WATER VALVE PER ISPWC SD - 406 404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC SEWER 501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. STORM CONCRETE 1102-1 TRAFFIC SIGNAL AND STREET LIGHTING 1103-1 401-12.12.6 INSTALL 12"x12"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.8 INSTALL 12"x12"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC 706-A1 706-S1 0901.4.1.A.1-01 PRESSURE IRRIGATION 0901.4.1.A.1-1.5 0901.4.1.A.1-02 0901.4.1.B.1-90 0902.4.1.A.1-01 706-2 602-1 INSTALL SD MANHOLE PER ISPWC SD-611 602-3 INSTALL OPEN BTM CATCH BASIN PER DETAIL ON THIS SHEET 401-4 INSTALL 4" WATER PIPE PVC C-900 @ 5' MINIMUM COVER 706-3 706-T1 401-8.8.6.6 INSTALL 8"x8"x6"x6" CROSS WITH THRUST BLOCK PER ISPWC SD - 403 INSTALL 6" CURB AND GUTTER PER ISPWC SD-701 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES PER ISPWC SD-712 INSTALL VALLEY GUTTER PER ISPWC - 708 INSTALL CURB DRAIN PER ISPWC SD-715 INSTALL STREET LIGHT INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD. INSTALL CONCRETE COMMERCIAL APPROACH PER ISPWC SD-710 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 INSTALL 1" PRESSURIZED IRRIGATION INSTALL 1.5" PRESSURIZED IRRIGATION INSTALL 2" PRESSURIZED IRRIGATION INSTALL 90° PRESSURIZED IRRIGATION BEND INSTALL PRESSURIZED IRRIGATION VALVE INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL ON THIS SHEET INSTALL CITY OF REXBURG 2.5' STANDARD HIGHBACK CURB INSTALL CURB TERMINUS PER ISPWC SD-707 GEO FABRIC LEGEND CONCRETE ASPHALT LANDSCAPING BUILDINGS POND HIGH WATER LINE AND GRADE BREAK HIGH WATER LINE CATCH BASIN FIRE HYDRANT STREET LIGHT VALVE SANITARY SEWER MANHOLE CURB & GUTTER BOUNDARY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE FENCE LINE SANITARY SEWER LINE WATERLINE SANITARY SEWER SERVICE WATER SERVICE OVERHEAD POWER GAS LINE SURFACE CONTOUR ASPHALT STORM DRAIN MANHOLE STORM DRAIN LINE POWER POLE SANITARY SEWER MANHOLE POWER POLE STORM DRAIN MANHOLE STREET LIGHT FIRE HYDRANT VALVE LOT LINE CENTERLINE OF ROAD CATCH BASIN UNDERGROUND POWER CURB & GUTTER SANITARY SEWER LINE WATERLINE OVERHEAD POWER SURFACE CONTOUR UNDERGROUND POWER FENCE LINE STORM DRAIN LINE SANITARY SEWER SERVICE WATER SERVICE EXISTING PROPOSED CONCRETE BUILDINGS GAS LINE COMMUNICATION COMMUNICATIONS STREET RIGHT-OF-WAY (ROW) EASEMENT LINE LOT LINE GRADE BREAK IRRIGATION IRRIGATION PRESSURE IRRIGATION PRESSURE IRR ASPHALT PARKING LOT/DRIVE AISLE SECTION 4" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 16" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 3" DEPTH ASPHALT PLANT MIX CONCRETE RAMP/APRON SECTION 8" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 7" PORTLAND CEMENT CONCRETE 4000 PSI 404-2 INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METER PER REXBURG STANDARD DRAWING SD-402 404-4 N0 ° 0 0 ' 3 9 " W 31 8 . 0 4 ' N89° 55' 30"E 416.21' N0 ° 2 4 ' 1 3 " W 31 7 . 5 0 ' S89° 59' 55"E 414.03' CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS EXISTING CONDITIONS GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-04 UNIVERSITY BLV 12 T H S T R E E T 485 0 4851 4852 48 4 9 4851 4849 4850 4850 4849 4 8 4 9 48 5 1 48 5 0 48 5 1 4 8 5 0 4 8 4 8 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 2+00 3+00 4+00 5+00 6+00 6+20L2 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB 404-4 4'' WATER SERVICE N-S DRIVE AISLE Number L1 Begin Station 1+00.00 End Station 4+79.83 Radius Length 379.83 Line/Chord Direction S0° 00' 35.43"E Begin Point N: 779303.04, E: 748685.22 End Point N: 778923.21, E: 748685.28 ALIGNMENT TABLE SEWER EXTENSION Number L2 Begin Station 1+00.00 End Station 6+20.00 Radius Length 520.00 Line/Chord Direction N89° 41' 33.09"E Begin Point N: 778927.34, E: 748188.91 End Point N: 778930.13, E: 748708.90 CONTROL POINT TABLE Point # 1 2 Elevation 4850.88 4850.86 Northing 779267.59 779267.97 Easting 748218.83 748258.74 Description BCM_PLS3020 5RBR_PLS15571 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS SITE OVERVIEW GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-05 148.00' 138.00' 54 . 7 3 ' 64 . 7 3 ' 27.50' 27 . 5 0 ' 5. 0 0 ' 60 . 0 0 ' 10.00' 8.00' 20 . 0 0 ' 41 . 0 0 ' 45 . 0 0 ' 22 . 2 0 ' 26.01' 27.67' UNIVERSITY BLV. 12 T H S T R E E T SHEET NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET NT. 4.SEE WATER NOTE 4 ON SHEET 2 WHERE 18'' VERTICAL SEPARATION CAN NOT BE MET. SITE INFORMATION: TOTAL AREA: 131,910 SQ FT (3.03 ACRES) PARKING REQ = 10 STALLS FOR A SIT DOWN RESTAURANT (NOTE: THERE IS NO SEATING IN GAS STATION OR DRIVE THROUGH RESTAURANT) PARKING PROVIDED = 38 PARKING STALLS (2 ADA STALLS) TOTAL LANDSCAPE: 22,971 SQ FT (17.4%) POWER NOTE: SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP FOR PROPOSED POWER FACILITIES. FIRE CODE NOTE: 1.D103.6.1 ROADS ARE 20 TO 26 FEET IN WIDTH. FIRE LANE SIGNS ARE SPECIFIED IN SECTION D103.6 APPARATUS ACCESS ROADS THAT ARE 20 TO 26 FEET WIDE. 2.CURBS SHALL BE PAINTED RED FOUR FEET ON EACH SIDE OF THE EVERY FIRE HYDRANT. STORM WATER NOTE: NOTE: ALL STORM WATER FOR SITE TO BE TAKEN TO SWELLS AND PERFORATED PIPE/ROCK SYSTEMS. REQUIRED VOLUME = AREA X 1.33 (INCHES OF WATER) / 12 REQUIRED VOLUME = 131,910 * 1.33 / 12 = 14,620 CU FT PROVIDED VOLUME = TWO PERF PIPE AND ROCK SECTIONS PROVIDED VOLUME = VOLUME OF PIPE (L*PI*r^2) = 170 x Pi X 0.5^2 = 134 CU FT VOLUME OF ROCK SECTION (L*W*H) = 170 x 20 x 5.5 = 18,700 CU FT ROCK VOLUME PROVIDED = 2 * (VOLUME OF ROCK - VOLUME OF PIPE) * 0.4 = 2 x (18,600 - 146.08) x 0.4 = 14,853 CU FT TOTAL VOLUME PROVIDED ( ROCK & PIPE) = (134 * 2) + 14853 = 15,121 CU FT SNOW STORAGE NOTE: SNOW STORAGE AREAS SHOWN ON PLANS 11,000 SQ. FT. PROPOSED 12" PERF PIPE GEOTEXTILE FABRIC 2"-6" ROCK PERF PIPE - SECTION VIEW NTS 20.00' 5. 5 0 ' CONTROL POINT 2 CONTROL POINT 1 102.91' 93.23' 66 . 8 1 ' 11.00' 54 . 1 7 ' 20 . 0 0 ' 154.79' 115.24' IRRIGATION NOTE: CONTRACTOR RESPONSIBLE FOR IRRIGATION DESIGN & PLAN 5. 0 0 ' 14.67' 47.00' 28 . 0 0 ' 4.50' 5. 0 0 ' 22 . 2 3 ' R2 . 5 2 ' R 2 . 5 0 ' 5.00' 4.00' 3. 0 0 ' 5. 0 0 ' 7.50' 5. 0 0 ' 16 . 0 0 ' 14.00' 7. 0 0 ' 39 . 4 9 ' 13 . 0 0 ' 26 . 0 0 ' 26.79' 127.83' BUILDING NOTE: BUILDING SEATING QUANTITY = 40 OCCUPANTS 5.00'61.60' 14 . 8 4 f t 5. 7 5 f t 6. 9 5 f t 23 . 0 0 f t Move dumpster to approximately to south edge of catch basin. Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 77' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 77' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 94' of 12" ADS N 12 Storm Pipe @ 0.22% 485 0 4851 4852 48 4 9 4851 4849 4850 4850 4849 4 8 4 9 48 5 1 48 5 0 48 5 1 4 8 5 0 4 8 4 8 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 1+00 2+00 3+00 4+00 5+00 6+00 6+20L2 SDMH-6 Sta:3+53.39 OFF:29.48R Rim:4848.90 S INV IN:4845.59 N INV OUT:4845.49 SDMH-5 Sta:2+60.39 OFF:29.46R Rim:4847.51 S INV IN:4845.49 N INV OUT:4845.84 SDMH-3 Rim:4849.71 S INV IN:4844.41 N INV OUT:4844.31 SDMH-4 Rim:4847.56 S INV IN:4844.31 N INV OUT:4844.54 SDMH-1 Rim:4848.88 E INV IN:4844.97 N INV OUT:4844.77 SDMH-2 Rim:4849.71 S INV IN:4844.60 N INV OUT:4844.50 SDMH-7 Sta:4+46.98 OFF:31.46R Rim:4849.05 W INV IN:4846.00 N INV OUT:4845.80 Install 31' of 4" ADS N 12 Storm Pipe @ 1.00% Install 135' of 6" ADS N 12 Storm Pipe @ 2.97% Install 10' of 4" ADS N 12 Storm Pipe @ 1.00% Install 159' of 6" ADS N 12 Storm Pipe @ 2.00% 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB 404-4 4'' WATER SERVICE CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS UTILITY PLAN GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-06 FUEL TANKS UNIVERSITY BLV. 12 T H S T R E E T TRANSITION FROM LIP UP TO LIP DOWN CURB AND GUTTER 602-3 602-3 602-3 602-3 602-3 100-1 100-1 100-1 100-1 100-1 100-1 706-D1 SNOW STORAGE SNOW STORAGE SNOW STORAGE CONNECT TO EXISTING WATER SERVICE STUB. CONTRACTOR TO VERIFY LOCATION AND ELEVATION BEFORE CONSTRUCTION 504-4 404-4 INTERIOR METER TO BE USED DUMPSTER ENCLOSURE PER REXBURG STANDARDS 402-8 402-8 401-8.8.8 CAP FOR FUTURE USE401-8 401-8 401-8 602-3 502-1 CONNECT EXISTING SEWER STUB TO MANHOLE 100-1 502-1 FUEL PUMP CANOPY FUEL PUMPS 602-3 3/4" WATER HYDRANT SUPPLY LINE 100-1 ADA COMPLIANT RAMP ADA COMPLIANT RAMP ADA COMPLIANT RAMP STUB AND CAP FOR FUTURE USE STUB AND CAP FOR FUTURE USE 501-8 501-8501-8 CONCRETE PAD FOR SHUTOFF, AIR, AND WATER HYDRANT. SEE ARCHITECT PLANS FOR DETAIL SOIL AND GREASE INTERCEPTOR. SEE ARCHITECTURAL DRAWINGS FOR DETAILS 4" IRRIGATION SLEEVE CONCRETE PAD FOR SHUTOFF SEE ARCHITECT PLANS FOR DETAIL CONCRETE PAD FOR REMOTE DEF SEE ARCHITECT PLANS FOR DETAIL BOLLARDS SEE ARCHITECTURE DRAWING FOR DETAILS SIGN SEE MECHANICAL PLANS FOR DETAILS 4" IRRIGATION SLEEVE 2'' CONDUIT 6" CONDUIT 2'' CONDUIT 6" CONDUIT SIGN PROPOSED CONDUIT PROPOSED CONDUIT TRANSFORMER SEE ELECTRICAL PLAN FOR DETAILS BOLLARDS SEE ARCHITECTURE DRAWING FOR DETAILS BALLARDS SEE ARCHITECTURE DRAWING FOR DETAILS RETAIN AND PROTECT EXISTING FIRE HYDRANT SIGN SEE MECHANICAL PLANS FOR DETAILS TRANSFORMER SEE ELECTRICAL PLANS FOR DETAILS BOLLARDS SEE ARCHITECTURE DRAWING FOR DETAILS 401-8.8.6 402-6403-1 INVERT OF 4'' PIPE 4706.29' INVERT OF 4'' PIPE 4706.29' SAMPLING PORT REQUIRED PROPOSED FIBER CONDUIT AND HANDHOLE PER CITY OF REXBURG STANDARDS SEE ARCH. PLANS FOR CONTINUATION TO INTERIOR WATER METER 485 0 4851 4852 48 4 9 4851 4849 4850 4850 4849 4 8 4 9 48 5 1 48 5 0 48 5 1 4 8 5 0 4 8 4 8 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 2+00 3+00 4+00 5+00 6+00 6+20L2 -2 . 2 5 % -2 . 4 7 % -2 . 0 3 % -2.27% -2.00% -2.05% -2.13% -2 . 0 4 % -2 . 0 8 % -1 . 3 0 % -1 . 0 9 % -3 . 1 2 % -2 . 2 6 % -3 . 7 5 % -3.69% -3.06% -1 . 3 0 % -2.87% -3.12% -3.10 % -3.63 % -1 . 0 1 % -1 . 0 1 % -1 . 1 4 % -2. 2 2 % -0.56% -0.40% -1 . 8 3 % - 2 . 7 9 % -8 . 1 5 % -1 0 . 9 8 % -2 0 . 7 4 % -1 8 . 0 8 % -1 8 . 1 1 % -2 1 . 5 2 % -2 4 . 0 1 % -12 . 9 0 % -6.2 1 % -2.91 % -10.42% -8.91% -9.89% -21.05% -19.84% -26.09% -7 . 6 6 % - 4 . 9 1 % -16.63% -3.83% -17.42% -10.38% -16.74% -9.43% -15.05% -1.35% -1 0 . 1 5 % -1 6 . 7 3 % -9.68% -9.91% -8.54% -7.64% - 6 . 0 6 % -2. 2 3 % -0 . 4 0 % -1.42% -2.82% -2.82% -2.02% -2.02% -2.52% -2.48% -3.07% -2.59%-2.53% -2.18% -22.87% -0 . 5 0 % -0 . 7 2 % -0 . 5 7 % -0 . 5 7 % -2 . 0 1 % -1 . 7 5 % -1 . 7 5 % -2 . 0 9 % -0.40% -1 . 4 3 % -0 . 4 2 % -1 . 1 9 % -1 . 8 5 % -11.51% -1 0 . 8 6 % -1 . 8 9 % -1.73% -0.88% -2.69% -3.17% -2.73% -2.56% -2.10% -2.66% -0.57% -0.90% -0.40% -1 . 8 6 % -2 . 5 5 % -2 . 4 9 % 4849.92 TOC 4850.57 TOC 4850.57 TOC 4849.92 TOC FF: 4852.30 4851.41 TBC-PC 4852.30 TOC 4852.30 TOC 4851.78 TBC-PC 4852.16 TBC-PC 4851.65 TBC-PI 4852.17 TBC-PI 4852.14 TBC-PC 4852.24 TBC-PC 4852.24 TBC-PC 4850.25 TBC-PC 4848.20 TBC-PC 4849.15 TBC-PC 4848.84 TBC-PC 4847.65 TBC-PC-LP 4850.16 TBC-PC 4850.81 TBC-PC-HP 4851.08 TBC-PC 4849.74 TBC-PC 4849.88 TBC-PC 4850.36 TBC-PC 4851.91 TOC 4852.17 TBC-PC 4849.46 TBC-PC 4849.59 TBC-PC 4852.00 TOA 4850.15 TBC-PI 4849.57 TBC-PI 4850.39 TBC-MATCH 4850.93 TBC-MATCH 4850.93 TBC-MATCH 4850.51 TBC END 4850.58 TBC END 4850.65 TBC END4850.64 TBC END 4850.36 TBC-PC 4851.08 TBC-PC 4848.11 GB 4848.03 GB 4847.92 GB 4846.89 GB 4847.82 GB 4848.06 GB 4849.13 TBC-LP 4849.15 GB 4849.29 GB 4848.95 GB 4847.56 GB 4846.74 GB 4850.91 TOA-MATCH 4850.43 TBC-LP 4850.43 TBC-LP 4850.38 TBC-LP 4851.68 TOC 4851.85 TBC-PC 4851.31 TBC 4852.16 TBC 4852.12 TBC 4852.10 TBC-HP 4851.76 TBC-PC4849.60 TBC-MATCH 4848.50 GB 4850.16 TOC-MATCH 4851.23 TBC-HP 4849.03 EXIST 4849.39 EXIST 4849.61 EXIST 4848.94 EXIST 4852.27 TBC-PC 4852.12 TOC 4851.73 TOC 4852.10 TBC-PC 4852.12 TOC 4852.00 TOA 4852.00 TBC 4849.50 TBC HP 4849.46 TBC HP 4852.00 TBC 4852.12 TOA 4851.66 TBC-HP 4852.20 TOC 4852.20 TOC 4852.30 TOC 4852.08 TOC 4852.08 TBC 4852.36 TBC 4851.78 TBC-PC 4851.95 TBC-PC 4852.20 TBC-PI 4852.36 TBC 4852.26 TBC 4852.23 TBC 4851.69 TOC 4851.85 TOC 4851.85 TOC 4851.86 TOC 4850.68 TOA 4850.54 TBC 4849.81 TBC-HP 4850.20 TBC-HP -0 . 9 5 % 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB 404-4 4'' WATER SERVICE CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS GRADING PLAN GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-07 UNIVERSITY BLV. CONTROL POINT 2 706-T1 706-T1 706-T1 706-T1 706-1 706-1 706-1 706-D1 706-1 706-1 706-1 706-1 706-1 706-2 706-2 706-2 706-2 706-2 706-1 706-1 706-D1 706-D1 706-D1 706-D1 706-2 706-1 TRANSITION FROM LIP UP TO LIP DOWN CURB & GUTTER 706-D1 TRANSITION FROM LIP UP TO LIP DOWN CURB AND GUTTER 706-F1 706-D1 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 2+00 3+00 4+00 5+00 6+00 6+20L2 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS LANDSCAPE PLAN GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-08 UNIVERSITY BLV. 12 T H S T R E E T CONTROL POINT 2 CONTROL POINT 1 4. 5 6 ' NOTES: 1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND INSTALLATION PURPOSED. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED. 2.PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED, PROPOSED CHANGES MUST BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO PLANTING. 3.ROCK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER, SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. MULCH MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWING DEPTHS: 3.1. 1-2" DIAMETER FRACTURED STONE: 4" 3.2. 2-4" DIAMETER FRACTURED STONE: 4" 3.3. 1-2" COBBLED MULCH: 4" 3.4. 2-4" COBBLED MULCH: 6" 3.5. PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL SHRUBS AND MIN. OF 6" AWAY FROM ALL TREES. 4.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES. 5.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER. 6.BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING ELEMENTS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. LEGEND SYMBOL DESCRIPTION 2-4' ACCENT BOULDERS 4" OF 1" DECORATIVE ROCK (COLOR TO BE SPECIFIED BY OWNER) 4" OF 1" DECORATIVE ROCK (COLOR TO BE SPECIFIED BY OWNER) NATIVE LANDSCAPE ROCK N.T.S. BOULDER FINISH GRADE CUT FABRIC TO ALLOW BOULDER TO REST ON TOP OF FABRIC. DO NOT REMOVE FABRIC BENEATH THE BOULDER. NOTES: 1.OVERLAP ALL WEED BARRIER SEAMS A MINIMUM OF 6". 2.INSTALL LANDSCAPE STAPLES EVERY 36" ON CENTER ALONG SEAMS. 3.CUT FABRIC AROUND ACCENT BOULDERS AS CLOSE TO THE EDGE OF THE BOULDER AS POSSIBLE. 4.CUT FABRIC IN AN "X" TO ALLOW INSTALLATION OF PLANT. FOLD BACK FLAPS UNDERNEATH THE FABRIC AND STAKE INTO PLACE. LEAVE ROOT BALL AREA UNCOVERED FOR AIR CIRCULATION TO ROOT MASS. LANDSCPAE COVER AND WEED BARRIER N.T.S. UNDISTURBED NATIVE SOIL WEED BARRIER FABRIC NATIVE COBBLE, LANDSCAPE ROCK, OR BARK MULCH AS CHOSEN BY OWNER TOP SOIL PER PLANS AND SPECIFICATIONS 1 2 FINISH GRADE 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 IRRIGATION NOTE: CONTRACTOR RESPONSIBLE FOR IRRIGATION DESIGN & PLAN 485 1 48 5 0 1+00 2+00 3+00 4+00 4+80L16+ 0 0 6+ 2 0 -1.30% -1.83% -2. 7 9 % - 1 2 . 9 0 % - 6 . 2 1 % - 2 . 9 1 % -1 0 . 4 2 % -8 . 9 1 % -9 . 8 9 % -2 1 . 0 5 % -1 9 . 8 4 % -2 6 . 0 9 % -16. 7 3 % -9 . 6 8 % -9 . 9 1 % -8 . 5 4 % -7 . 6 4 % -6.0 6 % -0.40% -2 . 8 2 % -2 . 8 2 % -2 . 0 2 % -2 . 0 2 % -2 . 5 2 % -2 . 4 8 % -3 . 0 7 % -2 . 5 9 % -2 . 5 3 % -2 . 1 8 % -2 2 . 8 7 % -0.50% -0.72%-0.57% -0.57% -2.01% -2 . 1 0 % -2.55% -2.49% 4847.65 TBC-PC-LP 4850.16 TBC-PC 4850.81 TBC-PC-HP 4851.08 TBC-PC 4849.74 TBC-PC 4849.88 TBC-PC 4850.36 TBC-PC 4850.15 TBC-PI 4850.93 TBC-MATCH 4850.93 TBC-MATCH 4850.51 TBC END4850.58 TBC END 4850.65 TBC END 4850.64 TBC END 4850.36 TBC-PC 4851.08 TBC-PC 4847.92 GB 4846.89 GB 4848.06 GB 4846.74 GB 4850.91 TOA-MATCH 4850.43 TBC-LP 4850.43 TBC-LP 4849.61 EXIST 4850.68 TOA 4850.54 TBC 4849.81 TBC-HP 4850.20 TBC-HP -0.95% 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB 404-4 4'' WATER SERVICE DATUM ELEV 4842.00 4844 4848 4852 1+00 48 5 1 . 0 48 5 0 . 4 1 2+00 48 5 0 . 7 48 4 9 . 7 9 48 5 0 . 4 48 4 9 . 6 9 3+00 48 5 0 . 7 48 4 9 . 6 3 48 5 1 . 1 48 4 9 . 6 9 4+00 48 5 0 . 6 48 4 9 . 7 5 48 5 0 . 4 48 4 9 . 8 0 4+80 -2.05%2.00% -0.59%0.72%-1.00% 0.57%0.40% PV I S t a . = 1 + 0 2 . 0 1 El e v . = 4 8 5 1 . 1 0 9 PV I S t a . = 1 + 2 2 . 8 4 El e v . = 4 8 5 0 . 6 9 0 PV I S t a . = 1 + 4 1 . 7 8 El e v . = 4 8 5 1 . 0 6 9 PV I S t a . = 2 + 6 0 . 3 9 El e v . = 4 8 5 0 . 3 2 0 PV I S t a . = 2 + 6 0 . 3 9 El e v . = 4 8 5 0 . 3 2 0 PV I S t a . = 3 + 5 0 . 8 4 El e v . = 4 8 5 1 . 1 0 0 PV I S t a . = 4 + 2 6 . 9 9 El e v . = 4 8 5 0 . 3 3 9 PV I S t a . = 4 + 7 7 . 8 9 El e v . = 4 8 5 0 . 5 4 2 Install 5' of 8" DI C-50 WATER Pipe @ 6' Min CoverInstall 5' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 206' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA. 3+80.80 OFF. -10.05 STA. 3+68.87 OFF. -10.05 STA. 3+74.79 OFF. -10.05 SSMH-2 Sta:5+45.53 OFF:-5.61L Rim:4849.85 E INV IN:4844.08 S INV IN:4844.08 W INV OUT:4843.98 Install 76' of 8" DI C-50 WATER Pi p e @ 6 ' M i n C o v e r CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS N-S DRIVE AISLE STA 1+00 TO 4+80 GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-09 UN I V E R S I T Y B L V 706-1 706-1 706-D1 SHEET NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET NT. 4.SEE WATER NOTE 4 ON SHEET 2 WHERE 18'' VERTICAL SEPARATION CAN NOT BE MET. 706-D1 706-V1 DESIGN SURFACE EXISTING SURFACE 1103-1 100-1 100-1 DESIGN FROM IMPROVEMENT DRAWINGS CONNECT TO EXISTING WATER LINE CONTRACTOR TO VERIFY LOCATION AND DEPTH BEFORE CONSTRUCTION 402-8 402-8 401-8.8.8 CAP WATER LINE FOR FUTURE USE CAP WATER LINE FOR FUTURE USE 100-1 100-1 100-1 401-8 401-8 401-8 100-1 SIPHON PIPE STORM TECH CHAMBER 501-8 CONNECT TO EXISTING WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION. N-S DRIVE AISLE PLAN VIEW STA: 1+00 TO 4+80 N-S DRIVE AISLE PROFILE VIEW STA: 1+00 TO 4+80 STUB AND CAP SEWER LINE FOR FUTURE USE SLEEVE WATER AT CROSSING VICINITY MAP 401-8.8.6 402-6 403-1 4+ 0 0 4+ 8 0 1+00 2+00 3+00 4+00 5+00 6+00 6+20L2 -3 . 1 2 % -2 . 2 6 % -3 . 7 5 % -3.69% -3.12% -1 0 . 1 5 % -9.68% -9.91% -8.54% -7.64% - 6 . 0 6 % -2. 2 3 % -0 . 4 0 % -1.42% -2.59%-2.53% -2.18% -0 . 5 7 % -0 . 5 7 % -2 . 0 9 % -0.40% -0 . 4 2 % -1 . 1 9 % -1 . 8 5 % -1 . 8 9 % -1.73% -2.69% -3.17% -2.56% -2.10% -2.66% -0.40% -1 . 8 6 % -2 . 5 5 % FF: 4852.30 4851.41 TBC-PC 4851.78 TBC-PC 4852.16 TBC-PC 4851.65 TBC-PI 4852.17 TBC-PI TBC-PC 4849.74 TBC-PC 4849.88 TBC-PC 4850.36 TBC-PC 4849.46 TBC-PC 4849.59 TBC-PC 4850.15 TBC-PI 4849.57 TBC-PI 4850.39 TBC-MATCH 4850.51 TBC END 4850.65 TBC END4850.64 TBC END 4850.36 TBC-PC 4849.29 GB 4848.95 GB TBC-LP 4851.31 TBC 4852.16 TBC 4851.76 TBC-PC4849.60 TBC-MATCH 4851.23 TBC-HP 4849.03 EXIST 4849.39 EXIST 4849.61 EXIST 4848.94 EXIST 4852.27 TBC-PC 4851.66 TBC-HP 4851.78 TBC-PC 4851.95 TBC-PC 4852.20 TBC-PI 4850.54 TBC 4849.81 TBC-HP 4850.20 TBC-HP -0 . 9 5 % 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 706-T1 CURB TERMINUS 706-4 1' FLUSH CURB 404-4 4'' WATER SERVICE DATUM ELEV 4840.00 4844 4848 4852 1+00 48 4 9 . 6 48 5 0 . 5 48 4 9 . 9 0 2+00 48 4 9 . 0 48 4 9 . 2 6 48 4 9 . 0 48 4 9 . 9 3 3+00 48 4 9 . 1 48 5 0 . 4 8 48 4 9 . 2 48 5 0 . 7 6 4+00 48 4 9 . 3 48 5 0 . 9 4 48 4 9 . 4 48 5 0 . 9 1 5+00 48 4 9 . 4 48 5 0 . 6 2 48 4 9 . 6 48 5 0 . 1 0 6+00 48 4 9 . 8 48 5 0 . 4 4 6+20 48 4 9 . 8 Install 371' of 8" PVC SDR 35 San. Pipe @ 0 . 4 0 % Install 71' of 8" PVC SDR 35 San. Pipe @ 0. 4 0 % EXIST SSMH-1 Sta:1+20.34 OFF:0.00R Rim:4850.48 E INV IN:4842.18 S INV IN:4841.98 N INV OUT:4841.88 SSMH-1 Sta:1+74.61 OFF:0.17R Rim:4849.90 E INV IN:4842.50 W INV OUT:4842.40 SSMH-2 Sta:5+45.53 OFF:-5.61L Rim:4849.85 E INV IN:4844.08 S INV IN:4844.08 W INV OUT:4843.98 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS SEWER EXTENSION 1+00 TO 6+20 GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-10 SHEET NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET NT. 4.SEE WATER NOTE 4 ON SHEET 2 WHERE 18'' VERTICAL SEPARATION CAN NOT BE MET. DESIGN SURFACE EXISTING SURFACE 100-1 CONNECT EXISTING SEWER STUB TO MANHOLW. CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION. SEWER LINE EXTENSION PLAN VIEW SEWER LINE EXTENSION PROFILE VIEW 100-1 100-1 502-1 501-8 502-1 501-8 501-8 STUB AND CAP FOR FUTURE USE STUB AND CAP FOR FUTURE USE STUB AND CAP FOR FUTURE USE SLEEVE WATER AT CROSSING PROPOSED WATER MAIN 100-1 706-D1 VICINITY MAP 706-D1 403-1 402-6 401-8.8.6 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 2+00 3+00 4+00 5+00 6+00 6+20L2 POTENTIAL POLLUTANTS CHEMICAL MSDS #LOCATION 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 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. LEGEND Concrete Washout SEDIMENTATION AREA CONCRETE WASHOUT INLET PROTECTION INLET PROTECTION MATERIAL STORAGE AREA COMBINATION STAGING AREA & VEHICLE FUEL & CLEANING STABILIZE CONSTRUCTION ENTRANCE/EXIST AREA TO BE DISTURBED SILT FENCE OR EROSION ELL CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS BEST MANAGEMENT PRACTICES GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-11THIS IS NOT A FULL SWPPP. OWNER OR CONTRACTOR IS RESPONSIBLE FOR A COMPLETE SWPPP 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. CONTRACTOR RESPONSIBLE TO REMOVE AFTER CITY ACCEPTANCE. STABILIZE CONSTRUCTION ENTRANCE/EXIST 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 PROJ E C T S I T E S O F L E S S T H A N 1 A C R E PROPOSED SIDEWALK 3"-4" TOP DRESSING OF 2" STONE 6"-8" COMPACTED. FRACTURED STONE. 3' MAX. 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 FLO W 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 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: December 12, 2023 DATEREVISIONS BEST MANAGEMENT DETAILS GOOD 2 GO DEVELOPMENT REXBURG, ID C-12 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-12THIS IS NOT A FULL SWPPP. OWNER OR CONTRACTOR IS RESPONSIBLE FOR A COMPLETE SWPPP