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Home My WebLink AboutINFRASTRUCTURE - 23-00264 - Stonebridge Townhomes Div 1 - Plat-Reviewed-Corrections-Required (1)Author Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Todd Smith Todd.Smith@rexburg.org 208-372-2181 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : Stonebridge Townhomes Division 1 Address : Application Type : Document Filename : INFRASTRUCTURE - 23-00264 - Stonebridge Townhomes Div 1 - Plat.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments C-05 Free Text Stan Crittenden : Fire Open 5 Maximum distance between hydrants is 450 ft. IFC 2018 Appendix C Table C102.1 C-05 Callout Joel Gray : PW Open 5 Streetlight required C-05 Callout Joel Gray : PW Open 5 Streetlight required C-05 Callout Joel Gray : PW Open 5 65 ft ROW C-05 Callout Joel Gray : PW Open 5 Easement Required C-05 Callout Joel Gray : PW Open 5 Easement Required # 23-00264 Plat Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 06.06.2023 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) 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-01C-13 STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID REXBURG, ID Sheet List Table Sheet Number Sheet Title C-01 COVER C-02 NOTES C-03 REFERENCE SHEET C-04 EXISTING CONDITIONS C-05 HORIZONTAL CONTROL C-06 RONDO ST STA 1+00 TO 7+00 C-07 WATERBRIDGE ST STA 7+00 TO 13+40 C-08 WATERBRIDGE CT N STA 0+82.5 TO 3+21 C-09 WATERBRIDGE CT S STA 0+82.5 TO 3+21 C-10 STORM WATER RETENTION POND PLAN C-11 E 7TH NORTH PUBLIC IMPROVEMENTS C-12 DETAILS C-13 BEST MANAGEMENT PRACTICES SITE MAP VICINITY MAP SITE LOCATION REXBURG, ID PROJECT CONTACTS CITY OF REXBURG PLANNING ALAN PARKINSON ALAN.PARKINSON@REXBURG.ORG (208) 372-2165 CITY OF REXBURG PUBLIC WORKS PUBLICWORKS@REXBURG.ORG (208) 359-3020 OWNER CONTACT ALTA PROJECT SERVICES JEREMY WESTWOOD JEREMY@ALTAPROJECTSERVICES.COM ENGINEERING CONTACT: TRAVIS PAYNE CONNECT ENGINEERING TPAYNE@CONNECTENGR.COM (208) 881-0081 2295 N YELLOWSTONE HWY UNIT 6 MATERIALS TESTING AND INSPECTION CONNECT ENGINEERING STEVE ANDERSON (208) 881-0081 SANDERSON@CONNECTENGR.COM LAND SURVEYOR FRANK PETERSON (208) 313-5033 FPETERSON3@HOTMAIL.COM ARCHITECT MARLA MORGAN ARCHITECTURE MARLA MORGAN (208) 270-2244 MARLA@MARLAMORGANARCHITECTURE.COM PRELIMINARY FOR REVIEW ONLY 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 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. 27.All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be provided at the Contractors expense. 28.It is the contractors reasonability to know which permits are needed and obtain all construction permits including ROW for bore. 29.Plans are intended to be printed in color for added clarity of design. 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. 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. 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 standard drawings and details. Cap lines 5' from the face of the building. 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 pipe 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 in Idaho Standard For Public Works Construction. 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 TOPO Surveyors Datum. Contact Frank Peterson (208-313-5033) for control information. 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 ensure 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 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. 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. CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS NOTES STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY N/A C-02 REFERENCES NOTE: NOT ALL HATCHES, LINETYPES, REFERENCES, AND SYMBOLS ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. 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 @ 2% MIN SLOPE TO 5' FROM FACE OF BUILDING PER ISPWC SD-511 601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE 602-1 INSTALL BOTTOMLESS CATCH BASIN PER DETAIL SHEET C-12 602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601 706-1 INSTALL 6" CURB AND GUTTER PER ISPWC SD-701 706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES PER CITY OF REXBURG STANDARD DRAWINGS 706-V1 INSTALL VALLEY GUTTER PER CITY OF REXBURG STANDARD DRAWINGS 706-2 INSTALL 6" LIP DOWN CURB AND GUTTER 706-D1 INSTALL CURB DRAIN PER ISPWC SD-715 602-3 INSTALL SD MANHOLE TYPE A PER ISPWC SD-611 SEWER 501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.22% MIN. STORM CONCRETE 1102-1 INSTALL STREET LIGHT TRAFFIC SIGNAL AND STREET LIGHTING 1103-1 INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD. 706-3 INSTALL 6" CURB AND GUTTER PER CITY OF REXBURG STANDARD DETAIL SHEET 6 706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER ISPWC SD-710 706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 PRESSURE IRRIGATION 601-36 INSTALL 36" ADS N 12 STORM PIPE @ 0.05% MIN SLOPE INSTALL BOTTOMLESS STORM MANHOLE PER DETAIL SHEET C-12602-4 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS REFERENCE SHEET STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY N/A C-03 100-1 RETAIN AND PROTECT 403-1 FIRE HYDRANT-DETAIL PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC PER ISPWC SD-404 402-6 INSTALL 6" WATER VALVE PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. PER ISPWC SD - 406 404-1.5 INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. PER ISPWC SD-402 AND REXBURG STANDARD DRAWING. RETAIN AND PROTECT EARTHWORK 402-8 INSTALL 8" WATER VALVE PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. PER ISPWC SD - 406 402-12 INSTALL 12" WATER VALVE PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. PER ISPWC SD - 406 404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. PER ISPWC SD-401 AND REXBURG STANDARD DRAWING. 404-2 INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. PER SD-402 AND REXBURG STANDARD DRAWING 200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH PER CITY OF REXBURG TRENCH DETAIL 401-8 INSTALL 8" WATER PIPE C-50 DI @ 5' MINIMUM COVER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. 401-6 INSTALL 6" WATER PIPE C-50 DI @ 5' MINIMUM COVER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. 401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.8.6 INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-8.6 INSTALL 8" TO 6" REDUCER WITH THRUST BLOCK PER ISPWC SD - 403 WATER 401-10 INSTALL 10" WATER PIPE C-50 DI @ 5' MINIMUM COVER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. 401-12 INSTALL 12" WATER PIPE C-50 DI @ 5' MINIMUM COVER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. 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 - 403 401-12.12.6 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 - 403 407-18 MAINTAIN MINIMUM 18" VERTICAL SEPARATION DISTANCE BETWEEN POTABLE AND NON-POTABLE WATER LINES OR FOLLOW PIPE AND SLEEVING REQUIREMENTS AS OUTLINED IN ISPWC STD. DWG. SD-407. INSTALL 4" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-4 INSTALL 6" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-6 INSTALL 8" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-8 INSTALL 4" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK PER ISPWC SD-403 901-4.11 INSTALL 4" 22.5° PRESSURE IRRIGATION BEND WITH THRUST BLOCK PER ISPWC SD-403 901-4.22 INSTALL 4"x4"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK PER ISPWC SD-403 901-4.4.4 INSTALL 6"x6"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK PER ISPWC SD-403 901-6.6.4 INSTALL 6" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK PER ISPWC SD-403 901-6.11 INSTALL 8" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK PER ISPWC SD-403 901-8.11 INSTALL 8" x 6" PRESSURE IRRIGATION REDUCER WITH THRUST BLOCK PER ISPWC SD-403 901-8.6 INSTALL 6" x 4" PRESSURE IRRIGATION REDUCER WITH THRUST BLOCK PER ISPWC SD-403 901-6.4 INSTALL 8"x8"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK PER ISPWC SD-403 901-8.8.4 INSTALL 8"x8"x8" PRESSURE IRRIGATION TEE WITH THRUST BLOCK PER ISPWC SD-403 901-8.8.8 INSTALL 4" VALVE PER ISPWC SD - 406902-4 INSTALL 6" VALVE PER ISPWC SD - 406902-6 INSTALL 8" VALVE PER ISPWC SD - 406902-8 INSTALL 1" IRRIGATION SERVICE WITH VALVE BOX PER ISPWC SD - 902903-1 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 706-11 INSTALL 3" ROLLED CURB PER ISPWC SD-702 706-12 INSTALL 1' FLUSH CURB PER DETAIL SHEET C-12 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 LANDSCAPING BUILDINGS GAS LINE COMMUNICATION COMMUNICATIONS STREET RIGHT-OF-WAY (R/W) EASEMENT LINE LOT LINE GRADE BREAK IRRIGATION IRRIGATION PRESSUR IRR PRESSUR IRR S89° 32' 07"W 421.62' L=31.25' R=20.00' D=89°31'24" C=S44°46'25"W N0 ° 0 1 ' 2 9 " E 23 6 . 9 8 ' N89° 35' 10"E 760.21' S0 ° 0 8 ' 1 3 " E 61 1 . 4 7 ' S89° 31' 31"W 320.49' N0° 01' 27"E 395.07' CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS EXISTING CONDITIONS STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-04 EXISTING DITCH TO BE REMOVED RETAIN AND PROTECT OR REMOVE EXISTING DRIVEWAY COORDINATE WITH OWNER EXISTING DITCH TO BE REMOVED 50.00' ROW TO BE DEDICATED RETAIN AND PROTECT EXISTING UTILITIES RETAIN AND PROTECT EXISTING UTILITIES RETAIN AND PROTECT EXISTING SIDEWALK RETAIN AND PROTECT EXISTING SIDEWALK RETAIN AND PROTECT EXISTING ASPHALT RETAIN AND PROTECT EXISTING ASPHALT AREA: 5995.79 SFAREA: 6016.31 SF AREA: 5975.27 SF AREA: 5954.76 SF AREA: 5934.24 SF AREA: 5913.73 SF AREA: 5893.21 SF AREA: 5872.70 SF AREA: 5852.18 SF AREA: 5831.66 SF AREA: 4619.76 SF AREA: 4638.49 SF AREA: 4656.51 SF AREA: 4674.89 SF AREA: 4692.89 SF AREA: 4711.66 SF AREA: 4730.04 SF AREA: 4748.81 SF AREA: 4766.81 SF AREA: 4784.81 SF AREA: 4803.58 SF AREA: 5013.06 SF AREA: 7143.48 SF AREA: 6109.46 SF AREA: 4806.33 SF AREA: 4812.30 SF AREA: 4818.84 SF AREA: 4825.39 SF AREA: 5131.30 SFAREA: 5046.00 SF AREA: 5111.14 SF AREA: 4284.90 SF AREA: 4373.49 SF AREA: 4372.79 SF AREA: 4831.94 SF AREA: 4281.72 SF AREA: 4371.28 SFAREA: 4371.53 SF AREA: 5349.55 SF AREA: 5481.65 SF AREA: 5502.09 SF AREA: 8486.55 SF AREA: 8464.96 SF AREA: 4838.48 SF AREA: 6711.46 SF AREA: 11953.39 SF AREA: 4845.76 SF AREA: 9215.40 SFAREA: 7809.76 SF AREA: 4818.93 SF AREA: 6712.98 SF AREA: 6382.05 SF 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8 + 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 13 + 4 0 0+831+002+003+003+21 0+831+002+003+003+21 S89° 32' 07"W 421.62' L=31.25' R=20.00' D=89°31'24" C=S44°46'25"W N0 ° 0 1 ' 2 9 " E 23 6 . 9 8 ' N89° 35' 10"E 760.21' S0 ° 0 8 ' 1 3 " E 61 1 . 4 7 ' S89° 31' 31"W 320.49' N0° 01' 27"E 395.07' L1 L2 C1 L3 L4 RONDO AND WATERBRIDGE Number L1 C1 L2 Begin Station 1+00.00 7+51.64 8+22.32 End Station 7+51.64 8+22.32 13+40.27 Radius 45.00 Length 651.64 70.68 517.94 Line/Chord Direction S89° 58' 30.58"E S44° 58' 40.45"E S0° 01' 09.69"W Begin Point N: 793014.91, E: 760562.84 N: 793014.63, E: 761214.48 N: 792969.62, E: 761259.46 End Point N: 793014.63, E: 761214.48 N: 792969.62, E: 761259.46 N: 792451.67, E: 761259.29 WATERBRIDGE CT N Number L3 Begin Station 0+82.75 End Station 3+21.23 Radius Length 238.48 Line/Chord Direction N89° 58' 30.13"W Begin Point N: 792783.56, E: 761276.65 End Point N: 792783.66, E: 761038.17 WATERBRIDGE CT S Number L4 Begin Station 0+82.75 End Station 3+21.24 Radius Length 238.49 Line/Chord Direction N89° 59' 34.46"W Begin Point N: 792605.14, E: 761276.59 End Point N: 792605.17, E: 761038.10 Control Point Table Point # 1 2 3 4 Elevation 4877.64 4874.35 4875.66 4875.94 Northing 792452.41 792891.55 793114.09 792499.73 Easting 761358.71 760616.63 761357.21 761037.75 Description FND BC S1/4 FND 1/2" CAP ILL FND 5/8" BENT CAP ILL FND 1/2" PLAIN CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS HORIZONTAL CONTROL STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-05 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 OWNERS RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID SURVEY. PROJECT BENCHMARK 1/2" IRON ROD W/CAP 7920 NORTHING: 792894.913 EASTING: 761038.228 ELEV: 4875.06 SITE INFORMATION PARCEL ZONING: LDR3 TOTAL BUILDINGS: 26 TWIN HOMES: 52 TOTAL AREA OF PROPERTY: 307,337 (7.055 ACRES) ALLOWED DENSITY: 10 UNITS/ACRE DESIGN DENSITY: 7.37 UNITS/ACRE MINIMUM LOT SIZE: 4,000 SQ FT 50.00' DEDICATED ROW DEVELOPMENT NOTES 1.ALL STREETS INSIDE OF PROPOSED DEVELOPMENT ARE CONSIDERED PRIVATE AND WILL NOT BE MAINTAINED BY THE CITY. 2.SEE STONEBRIDGE DIV 1 PLAT FOR EASEMENT INFORMATION. EASEMENT OVER ROADWAY IS FOR CROSS ACCESS, CITY WATER AND SEWER LINES, AND PRIVATE STORM LINES ONLY. OTHER PUBLIC UTILITIES ARE REQUIRED TO GO OUTSIDE OF ROADWAY IN PROVIDED 15' PUBLIC UTILITY EASEMENT. 3.CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS AND DEPTH PRIOR TO CONSTRUCTION. STORM WATER REQUIREMENTS LANDSCAPE REQUIREMENTS TOTAL REQUIRED (25%): 76,834 SQ FT TOTAL PROVIDED: 131,467 SQ FT PROVIDED PERCENTAGE: 43% PARKING REQUIREMENTS PARKING SPACES REQUIRED: 2 PER UNIT (104) PARKING SPACES PROVIDED (NOT INCLUDING ON STREET PARKING) : 104 SPACES FIRE CODE NOTE D103.6.1 ROADS 20 TO 26 FEET IN WIDTH. FIRE LANES SIGNS AS SPECIFIED IN SECTION D103.6 SHALL BE POSTED ON BOTH SIDES OF THE FIRE APPARATUS ACCESS ROADS THAT ARE 20 TO 26 FT WIDE (6096 TO 7925 MM) GENERAL NOTE ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG ENGINEERING STANDARD SPECIFICATIONS AND STANDARD DRAWINGS AND IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). POWER NOTE SEE ROCKY MOUNTAIN POWER CONTRACTORS MAP FOR PROPOSED POWER FACILITIES. POWER INFORMATION SHOWN ON THIS DRAWING IS REPRESENTS ESTIMATED LOCATIONS ONLY. FOR ACCURATE LOCATIONS REFER TO ROCKY MOUNTAIN POWER CONTRACTOR MAP. STORM WATER RETENTION AREA ALIGNMENT TABLES CONTROL POINT # 2 FND 1/2" CAP ILL CONTROL POINT # 3 FND 5/8" BENT CAP ILL CONTROL POINT # 1 FND BC S1/4 CONTROL POINT # 4 FND 1/2" PLAIN PROJECT BENCHMARK E 7TH NORTH ST O N E B R I D G E R D 16.25'15.25' 1.00' 2.00' 34.50' 5.00' SIDEWALK 2.75' 3.00' 3" ROLLED CURB PER ISPWC SD 7021' FLUSH CURB PER DETAIL SHEET C-12 2.5" PLANT MIX ASPHALT 4" 3/4" AGGREGATE BASE 12" PIT RUN CENTERLINE ALIGNMENT CITY METER LOCATIONCITY METER LOCATION RONDO/WATERBRIDGE 34.5' TYPICAL SECTION NTS 1.00' 3.00' CITY METER LOCATION CITY METER LOCATION 2.00' 11.50'12.50' 27.00' 2.5" PLANT MIX ASPHALT 4" 3/4" AGGREGATE BASE 12" PIT RUN 1' FLUSH CURB PER DETAIL SHEET C-12 3" ROLLED CURB PER ISPWC SD 702 WATERBRIDGE CT. N. & S 27.00' TYPICAL SECTION NTS SHEET LOCATION RONDO ST SHEET C-06 SH E E T C- 0 7 SHEET C-08 SHEET C-09 SHEET C-10 SHEET C-11 2% SLOPE2% SLOPE2% SLOPE 2% SLOPE WATERBRIDGE CT N WATERBRIDGE CT S WA T E R B R I D G E Watershed (SF)Weighted C Intensity (in/hr) (100 Year) Storm water retention (CY)Design Volume (CY) 307337 0.61 1.5 864.8 882 3.00' FIRE HYDRANT 2.00' 65 ft ROW S tre e tlig h t re q u ire d OSKM=ft S tre e tlig h t re q u ire d E a s e m e n t Re q u ire d E a s e m e n t Re q u ire d RKV=ft M a x im u m d is ta n c e b e tw e e n h y d ra n ts is 4 50 ft. IF C 2 0 1 8 A p p e n d ix C T a b le C 1 0 2 .1 1+00 2+00 3+00 4+00 5+00 6+00 7+00 -0.50% -0.50% -1.10% L1 -2 . 8 7 % -3 . 2 3 % -2 . 5 6 % -2 . 7 0 % -3 . 0 3 % -3 . 0 7 % -2 . 1 9 % -3 . 1 1 % -2 . 9 9 % -2 . 9 1 % 601-12 SSMH 1 502-1 60 1 - 1 2 403-1 STA:5+46.82 OFF: 24.25R SD CB 9 602-3 Sta:1+48.87 OFF:-87.35L GRATE:4873.86 S INV OUT:4870.86 4874 4875 4875 4875 4875 4876 4875 STA:7+13.77 OFF:34.25'R STA:1+78.77 OFF:34.25'L 504-4 STA:2+22.77 OFF:34.25'L 504-4 STA:2+76.77 OFF:34.25'L 504-4 STA:3+20.77 OFF:34.25'L 504-4 STA:3+74.77 OFF:34.25'L 504-4 STA:4+18.77 OFF:34.25'L 504-4 STA:4+72.77 OFF:34.25'L 504-4 STA:5+16.77 OFF:34.25'L 504-4 STA:5+70.77 OFF:34.25'L 504-4 STA:6+14.77 OFF:34.25'L 504-4 STA:6+68.77 OFF:34.25'L 504-4 STA:6+67.77 OFF:34.25'R 504-4 STA:6+15.77 OFF:34.25'R 504-4 STA:5+69.79 OFF:34.25'R 504-4 STA:5+17.77 OFF:34.25'R 504-4 STA:4+71.77 OFF:34.25'R 504-4 STA:4+19.77 OFF:34.25'R 504-4 STA:3+73.77 OFF:34.25'R 504-4 STA:3+21.77 OFF:34.25'R 504-4 STA:2+75.77 OFF:34.25'R 504-4 STA:2+23.77 OFF:34.25'R 504-4 STA:1+77.77 OFF:34.25'R 504-4 STA:1+68.77 OFF:34.25'L 404-1 STA:2+32.77 OFF:34.25'L 404-1 STA:2+66.77 OFF:34.25'L 404-1 STA:3+30.77 OFF:34.25'L 404-1 STA:3+64.77 OFF:34.25'L 404-1 STA:4+28.77 OFF:34.25'L 404-1 STA:4+62.77 OFF:34.25'L 404-1 STA:5+26.77 OFF:34.25'L 404-1 STA:5+60.77 OFF:34.25'L 404-1 STA:6+24.77 OFF:34.25'L 404-1 STA:6+58.77 OFF:34.25'L 404-1 STA:6+57.77 OFF:34.25'R 404-1 STA:6+25.77 OFF:34.25'R 404-1 STA:5+59.79 OFF:34.25'R 404-1 STA:5+27.77 OFF:34.25'R 404-1 STA:4+61.77 OFF:34.25'R 404-1 STA:4+29.77 OFF:34.25'R 404-1 STA:3+63.77 OFF:34.25'R 404-1 STA:3+31.77 OFF:34.25'R 404-1 STA:2+65.77 OFF:34.25'R 404-1 STA:2+33.77 OFF:34.25'R 404-1 STA:1+67.77 OFF:34.25'R 404-1 -0.25% -4 . 8 9 % -3 . 5 9 % -3 . 4 4 % -7 . 4 0 % 501-8501-8 402-8 1+52.94 5.17R 401-8 -0.50% -2 . 0 0 % 401-8 -2 . 6 9 % -2 . 6 7 % SD CB 1 602-2 SD CB 2 602-2 4874 4874.38 TBC-MATCH 1+47.89 4874.89 TBC END 1+49.44 4874.00 TBC-LP 2+79.00 4874.32 TBC-LP 6+12.64 FF: 4875.00 FF: 4875.50 FF: 4874.75 FF: 4875.25 FF: 4875.50 FF: 4875.10 FF: 4876.00 FF: 4875.40 FF: 4875.50 FF: 4875.00 FF: 4876.10 FF: 4875.50 4873.86 GB 4874.97 GB 4876.00 GB 4876.00 GB 4875.00 GB 4875.00 GB 4874.41 GB 4874.41 GB 4874.98 TBC-HP 4+74.00 4874.51 TBC-HP 4+74.00 4873.86 TBC-LP 6+12.64 4873.53 TBC-LP 2+79.00 4874.63 TBC 4874.17 TBC STA:3+45.77 OFF:32.25'R 404-2 DATUM ELEV 4864.00 4868 4872 4876 4880 1+00 48 7 4 . 3 48 7 4 . 3 1 2+00 48 7 4 . 3 48 7 4 . 0 6 48 7 4 . 3 48 7 3 . 8 1 3+00 48 7 4 . 5 48 7 3 . 7 7 48 7 4 . 5 48 7 4 . 0 2 4+00 48 7 4 . 7 48 7 4 . 2 7 48 7 4 . 6 48 7 4 . 5 2 5+00 48 7 4 . 7 48 7 4 . 5 1 48 7 4 . 9 48 7 4 . 2 6 6+00 48 7 5 . 1 48 7 4 . 0 2 48 7 5 . 3 48 7 4 . 2 1 7+00 48 7 5 . 4 48 7 4 . 7 6 -0.50%0.50% -0.50% PV I S t a . = 1 + 4 6 . 7 3 El e v . = 4 8 7 4 . 3 3 0 PV I S t a . = 2 + 7 9 . 0 0 El e v . = 4 8 7 3 . 6 6 9 PV I S t a . = 4 + 7 4 . 0 0 El e v . = 4 8 7 4 . 6 4 4 LOW PT STA: 6+12.64 LOW PT ELEV: 4873.99 PVI STA:6+22.00 PVI ELEV:4873.90 K:31.28 LVC:50.00 BV C S : 5 + 9 7 . 0 0 BV C E : 4 8 7 4 . 0 3 EV C S : 6 + 4 7 . 0 0 EV C E : 4 8 7 4 . 1 8 -0.50%0.50% -0.50% PV I S t a . = 1 + 4 6 . 7 3 El e v . = 4 8 7 4 . 3 3 0 PV I S t a . = 2 + 7 9 . 0 0 El e v . = 4 8 7 3 . 6 6 9 PV I S t a . = 4 + 7 4 . 0 0 El e v . = 4 8 7 4 . 6 4 4 Install 199' of 12" ADS N 12 Storm Pipe @ 0.22% SD CB 1 Sta:2+79.00 OFF:16.75R GRATE:4873.26 E INV OUT:4870.26 Install 334' of 12" ADS N 12 Storm Pipe @ 0.22% SSMH 1 Sta:5+07.66 OFF:-4.28L Rim:4874.56 E INV IN:4866.74 W INV OUT:4866.64 Install Fire Hydrant Flange: 4874.58' Sta: 5+46.82 Off: 24.25 Install 6' of 8" DI C-50 WATER Pipe @ 5' Min Cover Existing 39' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 270' of 8" P V C S D R 3 5 S a n . P i p e @ 1 . 0 0 % SD CB 2 Sta:6+12.64 OFF:16.75R GRATE:4873.58 W INV IN:4869.53 E INV OUT:4869.43 Install 4' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 139' of 12" ADS N 12 Storm Pipe @ 0.22% Install 361' of 8" PVC SDR 35 San. Pipe @ 0 . 4 0 % Install 393' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 7' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 201' of 8" DI C-50 WATE R P i p e @ 5 ' M i n C o v e r 401-6 401-8 100-1 200-1 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 602-3 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM OPEN BOTTOM CATCH BASIN 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 1' FLUSH CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 602-4 OPEN BOTTOM STORM DRAIN MANHOLE 706-T1 CURB TERMINUS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS RONDO ST STA 1+00 TO 7+00 STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-06 CENTERLINE DESIGN PROFILE EXISTING SURFACE ENSURE 18" MINIMUM VERTICAL CLEARANCE WA T E R B R I D G E S T SE E S H E E T C- 0 7 100-1 706-12 706-11 SHEET LOCATION RONDO STREET PLAN VIEW RONDO STREET PROFILE VIEW 200-1 100-1 100-1 ENSURE 18" MINIMUM VERTICAL CLEARANCE 1.10% 706-T1 706-T1 7+ 0 0 8+00 9+00 10+00 11+00 12+00 13+00 13+40 - 1 . 5 8 % -0. 6 1 % -2 . 2 1 % -0.44% -0.50% 0+ 8 3 1+ 0 0 2+ 0 0 0+ 8 3 1+ 0 0 2+ 0 0 - 0 . 6 0 % -2.00% - 0 . 6 1 % -1. 4 6 % -2 . 0 1 % -0.44% -1. 1 2 % -1 . 1 0 % L2 C1 L4 SD MH 1 602-1 SD MH 2 602-4 SD CB 3 602-2 SD CB 4 602-2 SD CB 5 602-2 -0.44% -2 . 5 6 % -2 . 2 3 % -2 . 6 6 % -2 . 9 1 % -2 . 5 9 % -0.50% -1. 0 7 % 4876 4876 4876 4877 4877 48 7 7 4 8 7 7 48 7 0 48 7 5 48 6 8 48 6 9 48 7 1 48 7 2 48 7 3 48 7 4 48 7 6 -3.19% -2.50%-3.03% -2.76% SD CB 7 602-2 SD CB 6 602-2 SSMH 6 502-1 STA:8+04.95 OFF:40.60'L 504-4 STA:8+27.93 OFF:34.25'L 504-4 STA:8+79.93 OFF:34.25'L 504-4 STA:9+25.93 OFF:34.25'L 504-4 STA:9+77.93 OFF:34.25'L 504-4 STA:10+23.93 OFF:34.25'L 504-4 STA:10+75.93 OFF:34.25'L 504-4 STA:11+21.93 OFF:34.25'L 504-4 STA:11+73.93 OFF:34.25'L 504-4 STA:12+19.93 OFF:34.25'L 504-4 STA:12+29.93 OFF:34.25'L 404-1 STA:11+63.93 OFF:34.25'L 404-1 STA:11+31.93 OFF:34.25'L 404-1 STA:10+65.93 OFF:34.25'L 404-1 STA:10+33.93 OFF:34.25'L 404-1 STA:9+67.93 OFF:34.25'L 404-1 STA:9+35.93 OFF:34.25'L 404-1 STA:8+69.93 OFF:34.25'L 404-1 STA:8+37.93 OFF:34.25'L 404-1 STA:7+96.85 OFF:48.97'L 404-1 SSMH 2 502-1 SSMH 3 502-1 SSMH 4 502-1 SSMH 5 502-1401-8.8.8 10+13.38 5.97 R 401-8.8.8 11+91.80 5.99 R STA:7+23.77 OFF:34.25'R 404-1 STA:7+13.77 OFF:34.25'R 504-4 STA:7+83.92 OFF:60.16'L 404-1 STA:7+78.41 OFF:50.68'L 504-4 STA:7+60.13 OFF:35.68'L 504-4 STA:7+54.55 OFF:34.42'L 404-1 STA:7+22.77 OFF:34.25'L 404-1 STA:7+12.77 OFF:34.25'L 504-4 STA:1+43.23 OFF:30.50'R 404-1 STA:2+07.23 OFF:30.50'R STA:1+41.23 OFF:30.50'L 404-1 STA:1+98.23 OFF:30.50'L 504-4 STA:1+97.23 OFF:30.50'R 504-4 4876 STA:1+51.23 OFF:30.50'L 504-4 STA:1+41.25 OFF:30.50'L 404-1 STA:2+07.23 OFF:30.50'R STA:1+43.23 OFF:30.50'R 404-1 STA:1+53.23 OFF:30.50'R 504-4 STA:1+97.23 OFF:30.50'R 504-4 STA:1+98.25 OFF:30.50'L 504-4 STA:1+51.25 OFF:30.50'L 504-4 4877 601-12 401-8 501-8 50 1 - 8 50 1 - 8 403-1 STA:12+68.06 OFF: 24.25R -2.02% -2.02% -0 . 4 0 % Install 178' of 12" ADS N 12 Storm Pipe @ 0.22% SD MH 3 602-1 601-12 40 1 - 8 40 1 - 8 402-8 1+10.36 -5.00L 402-8 1+10.29 -5.00L -2.69% STA:1+53.23 OFF:30.50'R 504-4 4876.68 TBC-PC 12+78.16 4877.31 TBC-PC 12+77.85 4876.22 TBC-PC 12+20.37 4875.93 TBC-PC 11+53.29 4875.44 TBC-PC 10+41.87 4875.14 TBC-PC 9+74.87 4875.37 TBC-PC 1+37.25 4876.23 TBC-PC 1+37.25 4875.19 TBC-PC 7+51.64 4875.52 TBC-PC 8+22.32 4874.96 TBC-LP 9+34.24 4875.43 TBC-LP 9+34.24 FF : 4 8 7 7 . 2 5 FF : 4 8 7 7 . 1 0 FF : 4 8 7 6 . 5 0 FF : 4 8 7 6 . 5 0 FF : 4 8 7 7 . 0 0 FF : 4 8 7 7 . 5 0 FF : 4 8 7 7 . 7 5 FF : 4 8 7 7 . 6 0 FF : 4 8 7 7 . 2 5 FF : 4 8 7 6 . 7 5 4877.57 TBC-PC 4877.35 TBC-PC-HP 4873.00 TOP 4873.00 TOP 4873.00 TOP 4873.00 TOP 4867.50 BTM 4867.50 BTM 4875.99 TBC-PC 7+51.64 4875.66 TBC-PC 7+51.64 4875.58 TBC-HP 8+03.60 4876.04 TBC-HP 8+03.60 4876.55 TBC-PC 1+37.25 4875.68 TBC-PC 1+37.25 4875.37 TBC 4876.15 TBC 4876.46 TBC 4876.93 TBC STA:12+53.18 OFF:32.25'L 404-2 DATUM ELEV 4864.00 4868 4872 4876 4880 7+00 48 7 5 . 4 48 7 4 . 7 6 48 7 5 . 5 48 7 5 . 3 1 8+00 48 7 5 . 4 48 7 5 . 7 1 48 7 5 . 5 48 7 5 . 5 2 9+00 48 7 5 . 6 48 7 5 . 2 7 48 7 5 . 5 48 7 5 . 1 7 10+00 48 7 5 . 6 48 7 5 . 3 9 48 7 5 . 5 48 7 5 . 6 1 11+00 48 7 5 . 5 48 7 5 . 8 3 48 7 5 . 5 48 7 6 . 0 5 12+00 48 7 5 . 6 48 7 6 . 2 7 48 7 5 . 6 48 7 6 . 4 9 13+00 48 7 5 . 7 48 7 7 . 0 2 13+40 1.84% 1.10% -0.50% 0.44% PV I S t a . = 9 + 3 4 . 2 4 El e v . = 4 8 7 5 . 0 9 6 PV I S t a . = 1 2 + 7 7 . 8 8 El e v . = 4 8 7 6 . 6 1 7 PV I S t a . = 1 3 + 2 3 . 4 4 El e v . = 4 8 7 7 . 4 5 6 1.84% 1.10% -0.50% 0.44% PV I S t a . = 9 + 3 4 . 2 4 El e v . = 4 8 7 5 . 0 9 6 PV I S t a . = 1 2 + 7 7 . 8 8 El e v . = 4 8 7 6 . 6 1 7 PV I S t a . = 1 3 + 2 3 . 4 4 El e v . = 4 8 7 7 . 4 5 6 HIGH PT STA: 8+03.60 HIGH PT ELEV: 4875.71 PVI STA:7+94.24 PVI ELEV:4875.80 K:31.28 LVC:50.00 BV C S : 7 + 6 9 . 2 4 BV C E : 4 8 7 5 . 5 2 EV C S : 8 + 1 9 . 2 4 EV C E : 4 8 7 5 . 6 7 Install 201' of 8" P V C S D R 3 5 S a n . P i p e @ 1 . 0 0 % Install 178' of 8" PVC SDR 35 San. Pipe @ 0 . 4 0 % Install 146' of 8" PVC SDR 35 San. Pipe @ 0 . 4 0 % SD MH 1 Sta:7+51.27 OFF:25.25R Rim:4875.28 W INV IN:4869.12 S INV OUT:4869.02 SSMH 3 Sta:8+05.49 OFF:-8.76L Rim:4875.88 S INV OUT:4867.60 SSMH 2 Sta:7+73.73 OFF:-10.88L Rim:4875.78 W INV OUT:4869.44 Install 44' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 198' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 92' of 12" ADS N 12 Storm Pipe @ 2.51% SD MH 2 Sta:8+94.72 OFF:45.38R Rim:4869.71 N INV IN:4866.71 SE INV IN:4866.71 SD CB 3 Sta:9+34.24 OFF:16.75R GRATE:4874.69 S INV IN:4871.64 NW INV OUT:4871.54 Install 49' of 12" ADS N 12 Storm Pipe @ 9.90% Install 108' of 12" ADS N 12 Storm Pipe @ 0.22% SD CB 4 Sta:10+41.88 OFF:16.75R GRATE:4875.17 S INV IN:4871.98 N INV OUT:4871.88 Install 178' of 12" ADS N 12 Storm Pipe @ 0.22% Install Fire Hydrant Flange: 4876.87' Sta: 12+68.06 Off: 24.25 Install 177' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 75' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 70 ' o f 8 " D I C - 5 0 W A T E R P i p e @ 5 ' M i n C o v e r SD CB 7 Sta:12+77.86 OFF:-16.75L GRATE:4876.81 W INV OUT:4873.81 SD CB 6 Sta:12+78.16 OFF:16.75R GRATE:4876.18 E INV IN:4873.32 S INV IN:4872.70 N INV OUT:4872.60 Install 58' of 12" ADS N 12 Storm Pipe @ 0.22% SSMH 6 Sta:13+27.30 OFF:-4.99L Rim:4877.53 W INV IN:4864.00 N INV IN:4864.10 E INV OUT:4864.00 SSMH 5 Sta:11+81.80 OFF:-5.01L Rim:4876.29 N INV IN:4864.78 W INV IN:4864.78 S INV OUT:4864.68 SSMH 4 Sta:10+03.38 OFF:-5.02L Rim:4875.50 N INV IN:4865.60 W INV IN:4865.60 S INV OUT:4865.50 SD MH 3 Sta:13+03.41 OFF:16.75R Rim:4876.87 W INV IN:4872.85 N INV OUT:4872.75 Install 25' of 12" ADS N 12 Storm Pipe @ 0.22% SD CB 5 Sta:12+20.29 OFF:16.75R GRATE:4875.96 S INV IN:4872.47 N INV OUT:4872.37 401-6 401-8 100-1 200-1 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 602-3 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM OPEN BOTTOM CATCH BASIN 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 1' FLUSH CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 602-4 OPEN BOTTOM STORM DRAIN MANHOLE 706-T1 CURB TERMINUS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS WATERBRIDGE ST STA 7+00 TO 13+40 STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-07 CENTERLINE DESIGN PROFILE EXISTING SURFACE RONDO ST SEE SHEET C-06 8" HOT TAP AND VALVE 706-12 706-11 706-S1706-S1 706-S1 706-11 706-12 706-R1 706-R1 706-R1 706-R1 706-R1 706-R1 706-3 706-3 706-11 706-S1 SHEET LOCATION ENSURE 18" MINIMUM VERTICAL CLEARANCEENSURE 18" MINIMUM VERTICAL CLEARANCE ENSURE 18" MINIMUM VERTICAL CLEARANCE 10.99' WATERBRIDGE CT N SEE SHEET C-08 WATERBRIDGE CT S SEE SHEET C-09WATERBRIDGE STREET PLAN VIEW WATERBRIDGE STREET PROFILE VIEW E 7 T H N 706-T1 706-T1 706-T1 706-T1 10 + 0 0 -0 . 4 4 % 0+831+002+003+003+21 -0.6 0 % -2 . 0 0 % -2.01% - 1 . 1 2 % L2 L3 SD CB 4 602-2 -2.66% 48 7 6 -3 . 1 9 % -2 . 5 0 % STA:9+77.93 OFF:34.25'L 504-4 STA:10+23.93 OFF:34.25'L 504-4 STA:10+75.93 OFF:34.25'L 504-4 STA:10+65.93 OFF:34.25'L 404-1 STA:10+33.93 OFF:34.25'L 404-1 STA:9+67.93 OFF:34.25'L 404-1 SSMH 4 502-1 401-8.8.8 10+13.38 5.97 R STA:1+43.23 OFF:30.50'R 404-1 STA:2+07.23 OFF:30.50'R 404-1 STA:2+41.23 OFF:30.50'R 404-1 STA:3+05.23 OFF:30.50'R 404-1 STA:3+05.23 OFF:30.50'L 404-1 STA:2+08.23 OFF:30.50'L 404-1 STA:1+41.23 OFF:30.50'L 404-1 STA:2+93.28 OFF:30.50'L 504-4 STA:2+49.23 OFF:30.50'L 504-4 STA:1+98.23 OFF:30.50'L 504-4 STA:1+97.23 OFF:30.50'R 504-4 STA:2+51.23 OFF:30.50'R 504-4 STA:2+93.41 OFF:30.50'R 504-4 48 7 6 4876 4 8 7 6 487 6 4 8 7 6 STA:1+51.23 OFF:30.50'L 504-4 -0.40% 501-8 SSMH 7 502-1 401-8 402-8 1+10.29 -5.00LSTA:2+39.23 OFF:30.50'L 404-1 STA:1+53.23 OFF:30.50'R 504-4 -2 . 6 5 % -2 . 9 2 % 4875.44 TBC-PC 10+41.87 4875.14 TBC-PC 9+74.87 4875.37 TBC-PC 1+37.25 4876.01 TBC END 2+97.55 4876.33 TBC END 2+97.55 9+34.24 FF: 4876.50 FF: 4876.50FF: 4877.00 FF: 4877.25 FF: 4877.00 FF: 4876.75 4875.68 TBC-PC 1+37.25 4875.37 TBC DATUM ELEV 4865.00 4868 4872 4876 0+82.75 48 7 5 . 6 48 7 5 . 7 6 1+00 48 7 5 . 6 48 7 5 . 4 2 48 7 5 . 5 48 7 5 . 4 8 2+00 48 7 5 . 4 48 7 5 . 6 8 48 7 5 . 2 48 7 5 . 8 8 3+00 48 7 5 . 2 48 7 5 . 9 8 3+21.23 48 7 5 . 2 48 7 5 . 1 8 SSMH 4 Sta:10+03.38 OFF:-5.02L Rim:4875.50 N INV IN:4865.60 W INV IN:4865.60 S INV OUT:4865.50 SSMH 7 Sta:2+87.59 OFF:5.00R Rim:4875.93 E INV OUT:4867.52 Install 3' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 193' of 8" P V C S D R 3 5 S a n . P i p e @ 1 . 0 0 % Install 108' of 12" ADS N 12 Storm Pipe @ 0.22% Install 180' of 8" DI C-50 WATER P i p e @ 5 ' M i n C o v e r 401-6 401-8 100-1 200-1 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 602-3 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM OPEN BOTTOM CATCH BASIN 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 1' FLUSH CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 602-4 OPEN BOTTOM STORM DRAIN MANHOLE 706-T1 CURB TERMINUS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS WATERBRIDGE CT N STA 0+82.5 TO 3+21 STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-08 DESIGN SURFACE EXISTING SURFACE ENSURE 18" MINIMUM VERTICAL CLEARANCE WATERBRIDGE ST SEE SHEET C-07 706-12 706-11 SHEET LOCATION WATERBRIDGE CT N PLAN VIEW WATERBRIDGE CT N PROFILE VIEW WATERBRIDGE ST SEE SHEET C-07 INSTALL 8" FLUSH HYDRANT AT END OF WATERMAIN 706-S1 706-T1 12 + 0 0 0+831+002+003+003+21 -0.6 1 % -1 . 4 6 % L4 SD CB 5 602-2 -0 . 4 4 % -2.59% 4 8 7 7 48 7 7 4877 4877 -3 . 0 3 % -2 . 7 6 % SD CB 7 602-2 STA:11+21.93 OFF:34.25'L 504-4 STA:11+73.93 OFF:34.25'L 504-4 STA:12+19.93 OFF:34.25'L 504-4 STA:12+29.93 OFF:34.25'L 404-1 STA:11+63.93 OFF:34.25'L 404-1 STA:11+31.93 OFF:34.25'L 404-1 SSMH 5 502-1 401-8.8.8 11+91.80 5.99 R -2 . 6 0 % -2 . 4 8 % STA:2+39.25 OFF:30.50'L 404-1 STA:2+08.25 OFF:30.50'L 404-1 STA:1+41.25 OFF:30.50'L 404-1 STA:3+05.25 OFF:30.50'L 404-1 STA:3+05.23 OFF:30.50'R 404-1 STA:2+41.23 OFF:30.50'R 404-1 STA:2+07.23 OFF:30.50'R 404-1 STA:1+43.23 OFF:30.50'R 404-1 STA:1+53.23 OFF:30.50'R 504-4 STA:1+97.23 OFF:30.50'R 504-4 STA:2+51.23 OFF:30.50'R 504-4 STA:2+93.40 OFF:30.50'R 504-4 STA:2+93.33 OFF:30.50'L 504-4 STA:1+98.25 OFF:30.50'L 504-4 STA:1+51.25 OFF:30.50'L 504-4 STA:2+49.25 OFF:30.50'L 504-4 -0.40% 487 7 4877 48 7 7 501-8 SSMH 8 502-1 403-1 STA:12+68.06 OFF: 24.25R 401-8 402-8 1+10.36 -5.00L 4876.22 TBC-PC 12+20.37 4875.93 TBC-PC 11+53.29 4876.23 TBC-PC 1+37.25 4876.87 TBC END 2+97.60 FF: 4877.75 FF: 4877.50 FF: 4878.10 FF: 4877.75 FF: 4877.60 FF: 4877.25 4877.19 TBC END 2+97.61 4876.55 TBC-PC 1+37.25 4876.15 TBC 4876.46 TBC 4876.93 TBC STA:12+53.18 OFF:32.25'L DATUM ELEV 4865.00 4868 4872 4876 0+82.75 48 7 5 . 6 48 7 5 . 7 6 1+00 48 7 5 . 6 48 7 5 . 4 2 48 7 5 . 5 48 7 5 . 4 8 2+00 48 7 5 . 4 48 7 5 . 6 8 48 7 5 . 2 48 7 5 . 8 8 3+00 48 7 5 . 2 48 7 5 . 9 8 3+21.23 48 7 5 . 2 48 7 5 . 1 8 SSMH 4 Sta:10+03.38 OFF:-5.02L Rim:4875.50 N INV IN:4865.60 W INV IN:4865.60 S INV OUT:4865.50 SSMH 7 Sta:2+87.59 OFF:5.00R Rim:4875.93 E INV OUT:4867.52 Install 3' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 193' of 8" P V C S D R 3 5 S a n . P i p e @ 1 . 0 0 % Install 108' of 12" ADS N 12 Storm Pipe @ 0.22% Install 180' of 8" DI C-50 WATER P i p e @ 5 ' M i n C o v e r 401-6 401-8 100-1 200-1 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 602-3 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM OPEN BOTTOM CATCH BASIN 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 1' FLUSH CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 602-4 OPEN BOTTOM STORM DRAIN MANHOLE 706-T1 CURB TERMINUS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS WATERBRIDGE CT S STA 0+82.5 TO 3+21 STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY 1V = 10 H C-09 DESIGN SURFACE EXISTING SURFACE ENSURE 18" MINIMUM VERTICAL CLEARANCE WATERBRIDGE ST SEE SHEET C-07 706-12 706-11 SHEET LOCATION WATERBRIDGE CT S PLAN VIEW WATERBRIDGE CT S PROFILE VIEW WATERBRIDGE ST SEE SHEET C-07 INSTALL 8" FLUSH HYDRANT AT THE END OF WATER MAIN 706-T1 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8 + 0 0 9+ 0 0 -0 . 4 4 % -0 . 5 0 % -0.50% -0.50% -1.10% L1 C 1 -2 . 8 7 % -3 . 2 3 % -2 . 5 6 % -2 . 7 0 % -3 . 0 3 % -3 . 0 7 % -2 . 1 9 % -3 . 1 1 % -2 . 9 9 % -2 . 9 1 % 601-12 SSMH 1 502-1 60 1 - 1 2 403-1 STA:5+46.82 OFF: 24.25R SD CB 9 602-3 Sta:1+48.87 OFF:-87.35L GRATE:4873.86 S INV OUT:4870.86 SD CB 8 602-3 Sta:5+94.31 OFF:-90.02L GRATE:4874.97 4874 4875 4875 4875 4875 4876 4875 SD MH 1 602-1 SD MH 2 602-4 SD CB 3 602-2 -2.56% -2.23% - 0 . 5 0 % -1 . 0 7 % 4 8 7 6 48 7 6 4870 4875 4868 4869 4871 4872 4873 4874 4876 SSMH 2 502-1 SSMH 3 502-1 -0.25% -4 . 8 9 % -3 . 5 9 % -3 . 4 4 % -7 . 4 0 % SD CB 10 602-3 Sta:1+48.94 OFF:111.59R GRATE:4873.50 N INV IN:4870.42 SD CB 11 602-3 Sta:7+80.39 OFF:-128.22L GRATE:4875.93 501-8 60 1 - 1 2 40 1 - 8 50 1 - 8 -2 5 . 0 0 % -2 5 . 0 0 % -4 . 3 4 % - 6 . 6 7 % -2 . 9 4 % -3 . 1 0 % -0.12% 501-8 402-8 1+52.94 5.17R 401-8 -0.50% -2 . 0 0 % 401-8 -2 . 6 9 % -2 . 6 7 % SD CB 1 602-2 SD CB 2 602-2 4874 4875.14 TBC-PC 9+74.87 4873.50 GB 4873.00 GB 4875.19 TBC-PC 7+51.64 4875.52 TBC-PC 8+22.32 4874.38 TBC-MATCH 1+47.89 4874.96 TBC-LP 9+34.24 4875.43 TBC-LP 9+34.24 4874.89 TBC END 1+49.44 4874.00 TBC-LP 2+79.00 4874.32 TBC-LP 6+12.64 FF: 4875.00 FF: 4875.50 FF: 4874.75 FF: 4875.25 FF: 4875.50 FF: 4875.10 FF: 4876.00 FF: 4875.40 FF: 4875.50 FF: 4875.00 FF: 4876.10 FF: 4875.50 FF: 4877.25 FF: 4877.10 FF: 4876.50 FF: 4876.50FF: 4877.00 4873.00 TOP 4873.00 TOP 4873.00 TOP 4873.00 TOP 4873.00 TOP 4873.00 TOP 4873.00 TOP 4873.00 TOP 4867.50 BTM 4867.50 BTM 4867.50 BTM 4867.50 BTM 4875.99 TBC-PC 7+51.64 4875.66 TBC-PC 7+51.64 4873.86 GB 4874.97 GB 4875.00 GB 4876.00 GB 4876.00 GB 4875.00 GB 4877.31 GB 4877.26 GB 4875.00 GB 4876.00 GB 4874.41 GB 4874.41 GB 4874.98 TBC-HP 4+74.00 4874.51 TBC-HP 4+74.00 4875.58 TBC-HP 8+03.60 4876.04 TBC-HP 8+03.60 4873.86 TBC-LP 6+12.64 4873.53 TBC-LP 2+79.00 4874.63 TBC 4874.17 TBC 401-6 401-8 100-1 200-1 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 602-3 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM OPEN BOTTOM CATCH BASIN 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 1' FLUSH CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 602-4 OPEN BOTTOM STORM DRAIN MANHOLE 706-T1 CURB TERMINUS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS STORM WATER RETENTION POND PLAN STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY N/A C-10SHEET LOCATION 13 + 0 0 13 + 4 0 -1.5 8 % - 0 . 6 1 % -2.21% -0 . 4 4 % SD CB 7 602-2 SD CB 6 602-2 SSMH 6 502-1 OFF:34.25'L 504-4 STA:12+29.93 OFF:34.25'L 404-1 STA:2+39.25 OFF:30.50'L 404-1 STA:1+41.25 OFF:30.50'L 404-1 504-4 504-4 48 7 7 403-1 STA:12+68.06 OFF: 24.25R -2 . 0 2 % -2 . 0 2 % -3 . 6 3 % -4 . 0 1 % -3 . 0 0 % -0.44% -0.40% -0.40% Install 178' of 12" ADS N 12 Storm Pipe @ 0.22% SD MH 3 602-1 SD CB 12 Sta:13+04.95 OFF:194.54R GRATE:4876.24 E INV OUT:4873.24 60 1 - 1 2 4876.68 TBC-PC 12+78.16 4877.31 TBC-PC 12+77.85 FF: 4878.10 FF: 4877.75 4876.88 TBC-MATCH 4877.34 TBC END 4877.57 TBC-PC4877.35 TBC-PC-HP 4876.74 TBC-LP 4876.46 TBC 4876.93 TBC STA:12+53.18 OFF:32.25'L 404-2 401-6 401-8 100-1 200-1 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 602-3 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM OPEN BOTTOM CATCH BASIN 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 1' FLUSH CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES 602-4 OPEN BOTTOM STORM DRAIN MANHOLE 706-T1 CURB TERMINUS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS E 7TH NORTH PUBLIC IMPROVEMENTS STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY N/A C-11 706-3 706-S1 SHEET LOCATION E 7TH NORTH PLAN VIEW E 7TH NORTH TYPICAL SECTION WATERBRIDGE ST SEE SHEET C-07 200-1 706-R1 706-R1 706-S1 15.00' PUE 5.00' SIDEWALK 7.00' LANDSCAPE 2.50' 20.00' SAW CUT LINE RIGHT OF WAY LINE CURB PER CITY OF REXBURG STANDARD DETAIL 2.5" HOT PLANT MIX ASPHALT 4" 3/4" AGGREGATE BASE 12" GRANULAR BORROW SLOPE VARIES 2% MINIMUM 200-1 2.00' 8" HOT TAP AND VALVE 200-1 100-1 100-1 100-1 100-1 PUE LINE UTILITY TRENCH 15.00' PUE 706-T1 706-T1 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS DETAILS STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY N/A C-12 1.00' 1.00' 1.00' 4.00' TYPICAL MANHOLE NOTE: STRUCTURE CAN BE PRECAST 3.00' BORE HOLE IN BOTTOM OF MANHOLE 4" PERFORATION HOLES APPROX. 1'-0" O.C. ROWS APPROX. 10" O.C. (STAGGERED) IN SUMP COARSE BACKFILL 2" PLUS-6" MINUS OPEN BOTTOM STORM MANHOLE DETAIL SCALE 1"=1' INCOMING 12" ADS N 12 PIPE INCOMING 12" ADS N 12 PIPE 30" DIA BUBBLE UP CATCH BASIN DETAIL SCALE 1"=1' CLASS 4000 CONCRETE CURED WITH CURING COMPOUND PER ISPWC STANDARDS.NOTE: STRUCTURE CAN BE PRECAST FINISH GRADE GRATE COVER AND RISER PER ISPWC SD-617 INCOMING/OUTGOING 12" ADS N 12 PIPE 2.00' BORE HOLE IN BOTTOM OF CATCH BASIN 2.50' INSIDE DIAMETER BARREL SECTION 1.00' SUMP MINIMUM2.00' SUMP MINIMUM 1.00' 0.25' COARSE ROCK BACKFILL 2" PLUS-6" MINUS 1' FLUSH CURB DETAIL NTS LANDSCAPE 1.00' 1.00' ASPHALT SURFACE 0.50' NOTES: 1.SEE INDIVIDUAL SHEETS FOR GRADE AND ALIGNMENT. 2.BASE: 4-INCH COMPACTED DEPTH OF 3/4" MINUS CRUSHED AGGREGATE BASE MATERIAL. PLAVE AS SPECIFIED AND PAID UNDER ISPWC SECTION 802. COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. A MINIMUM WIDTH OF 3-FEET TO GRADE. PRIOR TO SETTING CURB FORMS. 3.1/2" PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINT OF RADII 4.CONTINUOUS PLACEMENT PREFERRED. SCORE INTERVALS 10-FEET MAXIMUM SPACING. GRATE COVER AND RISER PER ISPWC SD-617 S89° 32' 07"W 421.62' L=31.25' R=20.00' D=89°31'24" C=S44°46'25"W N0 ° 0 1 ' 2 9 " E 23 6 . 9 8 ' N89° 35' 10"E 760.21' S0 ° 0 8 ' 1 3 " E 61 1 . 4 7 ' S89° 31' 31"W 320.49' N0° 01' 27"E 395.07' 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. LEGEND Concrete Washout SEDIMENTATION AREA CONCRETE WASHOUT INLET PROTECTION CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-064 DATE: May 9, 2023 DATEREVISIONS BEST MANAGEMENT PRACTICES STONEBRIDGE TWINHOMES DIVISION 1 REXBURG, ID C-13 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:36" X 24" ARCH D VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 VI C I N I T Y M A P PRELIMINARY FOR REVIEW ONLY N/A C-13THIS 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. CONCRETE WASHOUTSTAGING AREA MATERIALS STOCKPILE SEDIMENTATION AREA STABILIZED CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE