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Home My WebLink AboutINFRASTRUCTURE 1.22.24 - 24-00053 - Alpine Heights Division 1 - PlatSheet 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 PHASING & STORM WATER SHEET C-07 PINE RIDGE LANE STA 1+00 TO STA 5+50 C-08 PINE RIDGE LANE STA 5+50 TO STA 9+00 C-09 PINE RIDGE LANE STA 9+00 TO STA 12+05 C-10 VISTA RIDGE ROAD STA 0+52 TO STA 4+00 C-11 VISTA RIDGE ROAD STA 4+00 TO STA 7+00 C-12 VALLEY VIEW WAY STA 0+78 TO STA 6+55 C-13 EAGLE COURT STA 1+00 TO STA 3+06 C-14 CASCADE DRIVE STA 0+52 TO STA 4+00 C-15 CASCADE DRIVE STA 4+00 TO STA 6+80 C-16 ASPEN LANE STA 0+52.50 TO STA 4+25 C-17 ASPEN LANE STA 4+00 TO STA 7+30 C-18 S 5TH E STA 0+78.5 TO STA 4+85 C-19 550 S STREET STA 1+00 TO STA 7+00 C-20 550 S STREET STA 7+00 TO STA 12+65 C-21 E 7TH S STA 1+00 TO STA 5+50 C-22 STORM TECH PLANS C-23 STORM TECH DETAILS C-24 BEST MANAGEMENT PRACTICES C-25 BEST MANAGEMENT DETAILS L-1 LANDSCAPE PLAN SITE MAP VICINITY MAP STATE MAP C-25Date: CONNECT ENGINEERING APPROVAL SIGNATURES: of DEVELOPMENT DRAWINGS FOR: SHEET NO. Date: The Civil Connection 2295 N YELLOWSTONE HWY, UNIT 6, IDAHO FALLS, 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 PRELIMINARY FOR REVIEW ONLY ALPINE HEIGHTS DIV 1 REXBURG, ID REXBURG, ID C-01 REXBURG, ID DEPARTMENT OF ENVIRONMENTAL QUALITY 900 N SKYLINE, SUITE B IDAHO FALLS, IDAHO 83402 (208) 528-2650 CONTACTS INTERMOUNTIAN GAS COMPANY 1527 HOLLIPARK DR IDAHO FALLS IDAHO, IDAHO 83401 (208) 542-6632 ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (888) 221-7070 CITY OF REXBURG 35 N 1ST E, REXBURG, ID 83440 (208) 359-3020 APPROVED BY ________________________DATE:____________ City of REXBURG SPARKLIGHT 1525 SHERRY DR. IDAHO FALLS, ID 83403 (208) 523-4567 GENERAL NOTES 1.All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and specifications set forth by the CITY OF REXBURG standard specifications and drawings, and 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 clas 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP. 3.All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet per CITY OF REXBURG STD DETAIL SHEET 15. Cap lines 10' inside property lines after installation of the water mains. The trenches shall be compacted to 95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected, flushed and bacteria tested before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services. 4.Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the crossing to prevent settling. 5.All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete thrust blocks as shown on ISPWC std. dwgs. 6.CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire hydrants, and service connections. 7.Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade. 8.The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade. 9.Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less. 10.The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation. 11.The developer's engineer shall be present during all testing of the water line. 12.The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet. 13.The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of 5-foot cover for water lines water systems and disinfection specifications shall be kept. 14.Fire hydrants or temporary blow-offs shall be installed on dead-end water lines. 15.Water lines shall not exceed 8' in depth from finished grade. 16.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 17.All water main fittings to be mechanical joint; no flanged fittings. 18.A minimum of 18" vertical clearance must exist between potable and non-potable lines. 19.Fire hydrants shall be 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 Topographic Surveyors 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 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. CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATE: January 22, 2024 DATEREVISIONS NOTES ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24" X 36" (ARCH D) VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE AND CONNECT ENGINEERING 208-881-0081 PR 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 RE V I E W S E T O N L Y 1V = 8H C-2 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. PRELIMINARY NOT FOR CONSTRUCTION REFERENCES NOTE: NOT ALL HATCHES, LINETYPES, REFERENCES, AND SYMBOLS ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. 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. 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 EASEMENT PER ISPWC-511 601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE 602-1 INSTALL INFILTRATION MANHOLE PER DETAIL ON SHEET 3 602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601 706-1 INSTALL 6" CURB AND GUTTER PER CITY OF REXBURG DETAIL SHEET 6 706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES PER CITY OF REXBURG STANDARD SHEET 7 706-S2 INSTALL INTEGRAL CONCRETE SIDE WALK PER DETAIL THIS SHEET 706-T1 INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STANDARD SHEETS 11 AND 12 706-2 INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL THIS SHEET 706-D1 INSTALL CURB DRAIN PER ISPWC SD-715 602-3 INSTALL SD MANHOLE TYPE A WITH REGULAR LID PER ISPWC-612 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. SEWER 501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.22% MIN. STORM CONCRETE 505-6 INSTALL 6" C-900 PRESSURIZED SANITARY SEWER 1102-1 INSTALL STREET LIGHT PER CITY OF REXBURG STANDARD DETAIL SHEETS 9 AND 10 TRAFFIC SIGNAL AND STREET LIGHTING 1103-1 INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD. 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 706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER CITY OF REXBURG DETAIL SHEET 7 706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 506-6.90 INSTALL 6" 90° PRESSURE SEWER BEND WITH THRUST BLOCK PER ISPWC SD - 403 601-36 INSTALL 36" ADS N 12 STORM PIPE @ 0.05% MIN SLOPE INSTALL INFILTRATION MANHOLE PER CITY OF REXBURG INFILTRATOR DETAIL 602-4 200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH PER CITY OF REXBURG TRENCH DETAIL SHEET 8 401-8 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" C50-DI 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. PRESSURE IRRIGATION 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 REXBURG STANDARD DRAWING SHEET 13 903-1 706-V1 INSTALL VALLEY GUTTER PER CITY OF REXBURG STANDARD SHEET 7 LEGEND ACRONYMS CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS REFERENCE SHEET ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-03 N/A PRELIMINARY NOT FOR CONSTRUCTION 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 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 PRESSUR IRR LOT 1 0.285 AC. LOT 2 0.279 AC. LOT 3 0.279 AC. LOT 4 0.278 AC. LOT 5 0.304 AC. LOT 6 0.302 AC. LOT 7 0.277 AC. LOT 8 0.299 AC. LOT 9 0.413 AC. LOT 10 0.287 AC. LOT 11 0.328 AC. LOT 1 0.318 AC. LOT 2 0.276 AC. LOT 3 0.279 AC. LOT 4 0.293 AC. LOT 5 0.281 AC. LOT 6 0.278 AC. LOT 7 0.276 AC.LOT 8 0.281 AC. LOT 9 0.282 AC. LOT 10 0.281 AC. LOT 11 0.292 AC. LOT 12 0.330 AC. LOT 1 0.308 AC. LOT 2 0.278 AC. LOT 3 0.278 AC. LOT 4 0.277 AC. LOT 5 0.386 AC. LOT 6 0.311 AC. LOT 7 0.278 AC. LOT 8 0.308 AC. LOT 9 0.341 AC. LOT 10 0.349 AC. LOT 11 0.290 AC. LOT 12 0.275 AC. LOT 13 0.275 AC. LOT 14 0.275 AC. LOT 15 0.275 AC. LOT 16 0.275 AC. LOT 17 0.275 AC. LOT 18 0.275 AC. LOT 19 0.275 AC. LOT 20 0.276 AC. LOT 21 0.278 AC. LOT 22 0.312 AC. LOT 23 0.695 AC. LOT 1 0.355 AC. LOT 2 0.257 AC. LOT 3 0.257 AC. LOT 4 0.257 AC. LOT 5 0.356 AC. LOT 6 0.356 AC. LOT 7 0.257 AC. LOT 8 0.257 AC. LOT 9 0.257 AC. LOT 10 0.356 AC. LOT 1 0.350 AC. LOT 2 0.292 AC.LOT 3 0.318 AC. LOT 5 0.306 AC. LOT 6 0.370 AC. LOT 7 0.294 AC. LOT 8 0.278 AC. LOT 4 0.362 AC. BLOCK 4 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 5 BLOCK 5 L=275.43' R=750.00' D=21°02'28" C=N79°44'20"W N89° 59' 13"W 97.34' N0 ° 1 5 ' 1 5 " W 77 7 . 9 0 ' N 1 4 ° 5 1 ' 0 3 " W 1 7 9 . 2 7 ' N 9 ° 3 0 ' 4 0 " W 1 2 1 . 5 4 ' N89° 44' 12"E 963.87' S0 ° 2 2 ' 3 7 " E 11 2 1 . 9 3 ' S0° 07' 10"E 390.46' L=183.64' R=650.00' D=16°11'15" C=N55°05'31"W N 4 7 ° 0 1 ' 4 3 " W 1 9 1 . 9 7 ' L=290.53' R=750.00' D=22°11'43" C=N58°07'14"W CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS EXISTING CONDITIONS ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-04 1V = 8H PRELIMINARY NOT FOR CONSTRUCTION E 7TH S EAGLE CT S 4 T H E LOT 1 0.285 AC. LOT 2 0.279 AC. LOT 3 0.279 AC. LOT 4 0.278 AC. LOT 5 0.304 AC. LOT 6 0.302 AC. LOT 7 0.277 AC. LOT 8 0.299 AC. LOT 9 0.413 AC. LOT 10 0.287 AC. LOT 11 0.328 AC. LOT 1 0.318 AC. LOT 2 0.276 AC. LOT 3 0.279 AC. LOT 4 0.293 AC. LOT 5 0.281 AC. LOT 6 0.278 AC. LOT 7 0.276 AC.LOT 8 0.281 AC. LOT 9 0.282 AC. LOT 10 0.281 AC. LOT 11 0.292 AC. LOT 12 0.330 AC. LOT 1 0.308 AC. LOT 2 0.278 AC. LOT 3 0.278 AC. LOT 4 0.277 AC. LOT 5 0.386 AC. LOT 6 0.311 AC. LOT 7 0.278 AC. LOT 8 0.308 AC. LOT 9 0.341 AC. LOT 10 0.349 AC. LOT 11 0.290 AC. LOT 12 0.275 AC. LOT 13 0.275 AC. LOT 14 0.275 AC. LOT 15 0.275 AC. LOT 16 0.275 AC. LOT 17 0.275 AC. LOT 18 0.275 AC. LOT 19 0.275 AC. LOT 20 0.276 AC. LOT 21 0.278 AC. LOT 22 0.312 AC. LOT 23 0.695 AC. LOT 1 0.355 AC. LOT 2 0.257 AC. LOT 3 0.257 AC. LOT 4 0.257 AC. LOT 5 0.356 AC. LOT 6 0.356 AC. LOT 7 0.257 AC. LOT 8 0.257 AC. LOT 9 0.257 AC. LOT 10 0.356 AC. LOT 1 0.350 AC. LOT 2 0.292 AC.LOT 3 0.318 AC. LOT 5 0.306 AC. LOT 6 0.370 AC. LOT 7 0.294 AC. LOT 8 0.278 AC. LOT 4 0.362 AC. BLOCK 4 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 5 BLOCK 5 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+65 0+ 7 8 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 5 0+ 5 2 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 7+ 3 0 0+52 1+00 2+00 3+00 4+00 5+00 6+00 6+80 1 + 0 0 2 + 0 0 3 + 0 0 4+ 0 0 1+00 2+00 3+003+06 1+0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 12 + 0 5 0+781+00 2+00 3+00 4+00 5+00 6+00 6+55 0+52 1+00 2+00 3+0 0 4+ 0 0 5+ 0 0 6+00 7+00 L1 L2 C1 L3 L4 L5 C2 C3 L6 L7 L8 L9 L1 0 L12 L=275.43' R=750.00' D=21°02'28" C=N79°44'20"W N89° 59' 13"W 97.34' N0 ° 1 5 ' 1 5 " W 77 7 . 9 0 ' N 1 4 ° 5 1 ' 0 3 " W 1 7 9 . 2 7 ' N 9 ° 3 0 ' 4 0 " W 1 2 1 . 5 4 ' N89° 44' 12"E 963.87' S0 ° 2 2 ' 3 7 " E 11 2 1 . 9 3 ' S0° 07' 10"E 390.46' L=183.64' R=650.00' D=16°11'15" C=N55°05'31"W N 4 7 ° 0 1 ' 4 3 " W 1 9 1 . 9 7 ' L=290.53' R=750.00' D=22°11'43" C=N58°07'14"W L1 1 PINE RIDGE LANE STA:1+50.04 VISTA RIDGE ROAD STA:6+72.56 PINE RIDGE LANE STA:4+10.91 PINE RIDGE LANE STA:8+08.04 VALLEY VIEW LANE STA:6+32.61 PINE RIDGE LANE STA:11+56.04 CASCADE DRIVE STA:6+31.73 CASCADE DRIVE STA:3+22.06 CASCADE DRIVE STA:1+00.00 5th East Street STA:1+00.00 5th East Street STA:4+25.86 5th East Street STA:4+55.85 550th S Street STA:7+70.23 ASPEN LANE STA:6+82.22 ASPEN LANE STA:4+84.22 ASPEN LANE STA:3+34.22 ASPEN LANE STA:1+00.00 VALLEY VIEW LANE STA:1+00.00 EAGLE CT STA:2+84.12 EAGLE CT STA:1+00.00 VISTA RIDGE ROAD STA:1+00.00 PINE RIDGE LANE Number L1 C1 L2 Begin Station 1+00.00 1+67.83 3+22.17 End Station 1+67.83 3+22.17 12+05.00 Radius 204.00 Length 67.83 154.34 882.83 Line/Chord Direction N42° 58' 04.00"E N21° 17' 37.77"E N0° 22' 48.47"W Begin Point N: 781725.35, E: 761105.90 N: 781774.98, E: 761152.13 N: 781915.38, E: 761206.85 End Point N: 781774.98, E: 761152.13 N: 781915.38, E: 761206.85 N: 782798.19, E: 761201.00 VISTA RIDGE ROAD Number L3 C2 L4 C3 L5 Begin Station 0+52.50 1+70.29 3+64.46 4+77.77 6+09.19 End Station 1+70.29 3+64.46 4+77.77 6+09.19 7+00.00 Radius 337.00 222.00 Length 117.79 194.17 113.31 131.42 90.81 Line/Chord Direction S89° 05' 41.86"E S72° 35' 18.39"E S56° 04' 54.91"E S73° 02' 27.46"E N90° 00' 00.00"E Begin Point N: 782164.29, E: 760624.50 N: 782162.43, E: 760742.27 N: 782105.12, E: 760925.00 N: 782041.90, E: 761019.02 N: 782004.12, E: 761142.90 End Point N: 782162.43, E: 760742.27 N: 782105.12, E: 760925.00 N: 782041.90, E: 761019.02 N: 782004.12, E: 761142.90 N: 782004.12, E: 761233.71 VALLEY VIEW LANE Number L6 Begin Station 0+78.50 End Station 6+55.00 Radius Length 576.50 Line/Chord Direction N89° 37' 29.91"E Begin Point N: 782397.61, E: 760649.53 End Point N: 782401.39, E: 761226.02 CASCADE DRIVE Number L8 Begin Station 0+52.50 End Station 6+80.00 Radius Length 627.50 Line/Chord Direction N89° 37' 29.91"E Begin Point N: 782745.44, E: 760622.11 End Point N: 782749.55, E: 761249.59 EAGLE CT Number L7 Begin Station 1+00.00 End Station 3+06.00 Radius Length 206.00 Line/Chord Direction N89° 40' 57.07"E Begin Point N: 782546.73, E: 760486.29 End Point N: 782547.87, E: 760692.29 ASPEN LANE Number L9 L10 Begin Station 0+52.50 4+84.21 End Station 4+84.21 7+30.00 Radius Length 431.71 245.79 Line/Chord Direction N0° 14' 03.79"W N0° 14' 03.79"W Begin Point N: 782116.04, E: 760672.19 N: 782547.75, E: 760670.42 End Point N: 782547.75, E: 760670.42 N: 782793.53, E: 760669.41 5th East Street Number L11 Begin Station 0+78.50 End Station 4+85.00 Radius Length 406.50 Line/Chord Direction N0° 00' 00.00"E Begin Point N: 782725.70, E: 760891.66 End Point N: 783132.20, E: 760891.66 550th S Street Number L12 Begin Station 1+00.00 End Station 12+65.00 Radius Length 1165.00 Line/Chord Direction N89° 44' 18.00"E Begin Point N: 783099.99, E: 760221.45 End Point N: 783105.31, E: 761386.43 CONTROL POINT TABLE Point # 1 2 3 4 5 Elevation 5109.75 5105.55 5105.19 5126.33 5122.86 Northing 781562.88 781667.71 781798.56 781999.84 782512.58 Easting 761391.47 761241.19 761100.73 760586.06 760486.43 Description 5RBR_13856 5RBR_20907 5RBR_20907 5RBR_PLS20907 4RBR_PLS9369 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS SITE OVERVIEW ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-05 1V = 8H PRELIMINARY NOT FOR CONSTRUCTION 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 5/8" IRON ROD STAMPED PLS 13856 NORTHING: 781899.648 EASTING: 706586.351 ELEV: 5129.012 SITE INFORMATION PARCEL ZONING: LDR1 LOTS: TOTAL: 65 ALLOWED DENSITY: 4 UNITS/ACRE DENSITY: 2.562 UNITS/ACRE MINIMUM LOT SIZE:11,195 SF TOTAL AREA OF PROPERTY: 1,104,896 SF (25.365 ACRES) DEVELOPMENT NOTES 1.CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS AND DEPTH PRIOR TO CONSTRUCTION. 2.EASEMENTS WILL BE 10' IN WIDTH ON EITHER SIDE OF THE RIGHT OF WAY. 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. BENCHMARK CONTROL POINT #4 CONTROL POINT #3 CONTROL POINT #2 CONTROL POINT #1 CONTROL POINT #5 VI S T A R I D G E R O A D VALLEY VIEW LANE CASCADE DRIVE EAGLE CT AS P E N L A N E 550TH S STREET PI N E R I D G E L A N E E 7T H S 2.5" ASPHALT PLANTMIX PAVEMENT 3.5" - 3/4" AGGREGATE BASE 12" GRANULAR BORROW GEOTEXTILE FABRIC BELOW AND UP SIDES 22.00'22.00' SEAL COAT 2.50' 7.00'5.00'7.00'5.00' NORMAL RESIDENTIAL STREET TYPICAL SECTION SCALE 1"=5' 68.00' ROW CITY OF REXBURG STANDARD CURB AND GUTTER 2.50' ALIGNMENT TABLE STORM TECH SYSTEM #3 STORM TECH SYSTEM #1 STORM TECH SYSTEM #2 5T H E A S T S T R E E T STORM TECH AREA 3 STORM TECH AREA 2 ST O R M T E C H A R E A 1 INSTALL 10' ASPHALT PATH ALONG E 7TH S ROAD FRONTAGE INSTALL 10' ASPHALT PATH ALONG E 7TH S ROAD FRONTAGE E 7TH S TYPICAL SECTION SCALE 1"=5' 10.00'DISTANCE VARIES EXISTING CURB 4" ASPHALT PATH 6" OF 3/4" CRUSHED AGGREGATE 2% SLOPE2% SLOPE LOT 1 0.285 AC. LOT 2 0.279 AC. LOT 3 0.279 AC. LOT 4 0.278 AC. LOT 5 0.304 AC. LOT 6 0.302 AC. LOT 7 0.277 AC. LOT 8 0.299 AC. LOT 9 0.413 AC. LOT 10 0.287 AC. LOT 11 0.328 AC. LOT 1 0.318 AC. LOT 2 0.276 AC. LOT 3 0.279 AC. LOT 4 0.293 AC. LOT 5 0.281 AC. LOT 6 0.278 AC. LOT 7 0.276 AC.LOT 8 0.281 AC. LOT 9 0.282 AC. LOT 10 0.281 AC. LOT 11 0.292 AC. LOT 12 0.330 AC. LOT 1 0.308 AC. LOT 2 0.278 AC. LOT 3 0.278 AC. LOT 4 0.277 AC. LOT 5 0.386 AC. LOT 6 0.311 AC. LOT 7 0.278 AC. LOT 8 0.308 AC. LOT 9 0.341 AC. LOT 10 0.349 AC. LOT 11 0.290 AC. LOT 12 0.275 AC. LOT 13 0.275 AC. LOT 14 0.275 AC. LOT 15 0.275 AC. LOT 16 0.275 AC. LOT 17 0.275 AC. LOT 18 0.275 AC. LOT 19 0.275 AC. LOT 20 0.276 AC. LOT 21 0.278 AC. LOT 22 0.312 AC. LOT 23 0.695 AC. LOT 1 0.355 AC. LOT 2 0.257 AC. LOT 3 0.257 AC. LOT 4 0.257 AC. LOT 5 0.356 AC. LOT 6 0.356 AC. LOT 7 0.257 AC. LOT 8 0.257 AC. LOT 9 0.257 AC. LOT 10 0.356 AC. LOT 1 0.350 AC. LOT 2 0.292 AC.LOT 3 0.318 AC. LOT 5 0.306 AC. LOT 6 0.370 AC. LOT 7 0.294 AC. LOT 8 0.278 AC. LOT 4 0.362 AC. BLOCK 4 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 5 BLOCK 5 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS PHASING & STORM WATER SHEET ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-06 1V = 8H PRELIMINARY NOT FOR CONSTRUCTION PHASE LINE PHASE LINE PHASE LINE VI S T A R I D G E R O A D VALLEY VIEW LANE CASCADE DRIVE EAGLE CT AS P E N L A N E 5T H E A S T S T R E E T 550TH S STREET PI N E R I D G E L A N E E 7T H S PHASE NOTES: 1. SEWER LINE TO BE INSTALLED TO MANHOLES AT THE KNUCKLES ON CASCADE DRIVE AS PART OF PHASE 1. 2. WATER LINE TO BE INSTALLED TO FIRE HYDRANT ON THE EAST END OF CASCADE DRIVE AS PART OF PHASE 1. 3. TEMPORARY ALL WEATHER SURFACE TURN AROUND TO BE INSTALLED AT THE END OF PINE RIDGE LANE AS PART OF PHASE 1. PHASE 1 PHASE 1 PHASE 1 PHASE 2 PHASE 2 STORM TECH AREA 3 STORM TECH AREA 2 ST O R M T E C H A R E A 1 MAIN AREA MAIN AREA MAIN AREA STORM WATER RETENTION CALCULATIONS AREA WATERSHED (SF)INTENSITY C DESIGN VOLUME NOTES MAIN AREA 248657 1.5 0.95 29528 TO CITY SYSTEM STORM TECH AREA 1 15039 1.5 0.95 1786 TO UNDERGROUND SYSTEM STORM TECH AREA 2 12036 1.5 0.95 1429 TO UNDERGROUND SYSTEM STORM TECH AREA 3 23219 1.5 0.95 2757 TO UNDERGROUND SYSTEM DATUM ELEV 5094.00 5096 5100 5104 5108 1+00 51 0 5 . 8 51 0 5 . 3 51 0 5 . 6 8 2+00 51 0 3 . 7 51 0 5 . 4 8 51 0 3 . 8 51 0 5 . 2 8 3+00 51 0 4 . 6 51 0 5 . 3 4 51 0 4 . 9 51 0 5 . 6 4 4+00 51 0 5 . 2 51 0 5 . 9 4 51 0 5 . 6 51 0 6 . 3 1 5+00 51 0 6 . 0 51 0 6 . 9 3 5+50 51 0 6 . 4 51 0 7 . 5 5 -0.40%0.60% PV I S t a . = 1 + 3 2 . 0 4 El e v . = 5 1 0 5 . 7 4 8 PV I S t a . = 2 + 7 3 . 5 3 El e v . = 5 1 0 5 . 1 8 2 PV I S t a . = 4 + 3 9 . 2 8 El e v . = 5 1 0 6 . 1 7 7 -0.40%0.60% PV I S t a . = 1 + 3 2 . 0 4 El e v . = 5 1 0 5 . 7 4 8 PV I S t a . = 2 + 7 3 . 5 3 El e v . = 5 1 0 5 . 1 8 2 PV I S t a . = 4 + 3 9 . 2 8 El e v . = 5 1 0 6 . 1 7 7 SSMH-2 Sta:1+39.70 OFF:0.00 Rim:5105.72 NE INV IN:5096.88 SE INV OUT:5096.78 SSMH-3 Sta:2+00.94 OFF:0.00 Rim:5105.47 NE INV IN:5097.23 SW INV OUT:5097.13 SSMH-4 Sta:2+77.39 OFF:3.81R Rim:5105.13 N INV IN:5097.64 SW INV OUT:5097.54 SSMH-5 Sta:4+14.91 OFF:0.00 Rim:5106.03 W INV IN:5098.28 N INV IN:5098.28 S INV OUT:5098.18 SDMH 2 Sta:1+47.08 OFF:-9.39L Rim:5105.58 NE INV IN:5098.93 SE INV OUT:5098.83 SDMH 3 Sta:2+73.45 OFF:-6.74L Rim:5105.05 N INV IN:5099.30 W INV IN:5101.00 E INV IN:5101.00 SW INV OUT:5099.20 Install 61' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 77' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 138' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 397' of 8" PVC SDR 35 San. Pipe @ 0.40%Install 95' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 79' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 71' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 53' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 12' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 121' of 12" ADS N 12 Storm Pipe @ 0.22% Install 145' of 12" ADS N 12 Storm Pipe @ 0.22% Install 397' of 12" ADS N 12 Storm P i p e @ 0 . 6 2 % CB 2 Sta:2+73.53 OFF:-21.50L GRATE:5104.56 E INV OUT:5101.06 CB 1 Sta:2+73.53 OFF:21.50R GRATE:5104.56 W INV OUT:5101.06 Install Hydrant Station: 3+45.93 Offset: 25.00' FLANGE: 5105.83 STA.2+02.40 OFF.14.13 CL ELEV: 5099.85' STA.2+77.27 OFF.15.64 CL ELEV: 5099.56' STA.3+45.93 OFF.11.00 CL ELEV: 5100.30'STA.3+99.84 OFF.10.47 CL ELEV: 5101.19' SDMH 4 Sta:4+20.99 OFF:-11.76L Rim:5105.74 N INV IN:5099.72 W INV IN:5099.72 S INV OUT:5099.62 STA: 4+12.77 OFF: 10.49 CL ELEV: 5101.29' Install 252' of 8" DI C-50 W A T E R P i p e @ 6 ' M i n C o v e r 1+ 0 0 1+00 2+00 3+00 4+00 5+00 6 + 0 0 7 + 0 0 Install 28' of 12" ADS N 12 Storm Pipe @ 0.22% Install 15' of 12" ADS N 12 Storm Pipe @ 0.42% -3.05% -0 . 9 3 % -0.60 % - 1 . 7 9 % -0.6 4 % -0.43% -0.42 % -0.60 % -1.24 % -1 . 9 2 % 510 6 51 0 7 - 0 . 6 1 % - 0 . 6 0 % SDMH 4 SSMH-5 5 1 0 5 SSMH-4 SDMH 3 CB 2 CB 1 SSMH-3 SSMH-2 SDMH 2 L1 C1 L 5 5105.11 TBC-PC 5105.21 TBC-PC 5105.20 TBC-PC 5105.11 TBC-PC 5106.29 TBC-PC 5105.61 TBC-PC 5105.35 TBC-PC 5105.48 TBC-PC 5105.52 TBC-PC 5105.35 TBC-PC 5105.48 TBC-PC 5105.52 TBC-PC 5105.06 TBC-LP 5105.06 TBC-LP 5106.28 TBC-MATCH 5105.80 TBC-MATCH 5105.58 TBC-PVI STA:1+92.54 OFF:44.00'L STA:1+83.57 OFF:44.00'L STA:1+86.64 OFF:44.00'R STA:1+92.43 OFF:44.00'R STA:2+56.92 OFF:44.00'R STA:2+62.68 OFF:44.00'R STA:2+82.70 OFF:44.00'R STA:2+88.48 OFF:44.00'R STA:4+14.63 OFF:44.00'R STA:4+21.63 OFF:44.00'R STA:4+28.63 OFF:44.00'R STA:4+35.63 OFF:44.00'R STA:5+12.85 OFF:44.00'R STA:5+19.85 OFF:44.00'R STA:5+95.12 OFF:44.00'R STA:6+04.28 OFF:44.00'R 5106.06 TBC-PVI 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS PINE RIDGE LANE STA 1+00 TO STA 5+50 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-07 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION PINE RIDGE LANE STA 1+00 TO STA 5+50 - PLAN VIEW PINE RIDGE LANE STA 1+00 TO STA 5+50 - PROFILE VIEW PINE RIDGE LANE STA 5+50 TO STA 9+00 SEE SHEET C-08VISTA RIDGE ROAD STA 4+00 TO STA 7+00 SEE SHEET C-11 E 7TH S STA 1+00 TO STA 5+50 SEE SHEET C-21 401-8.22401-8 501-8 601-12 501-8 401-8 401-8.22 SDMH 3 602-12 602-2 602-12 501-8 601-12 401-8.8.6 403-1 401-8.8.8 401-8 401-8 401-8 501-8 501-8 601-12 601-12 601-12 602-2 504-4 504-4 404-1 404-1 504-4 404-1 504-4 404-1 504-4 504-4 404-1 504-4 404-1 504-4 504-4 404-1 404-1 502-1 602-1 602-1 602-1 502-1 502-1502-1 706-3 706-3 706-3 706-3 SHEET LOCATION 706-R1 706-R1 INSTALL 8" HOT TAP AND VALVE CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH 1.24% INSTALL WATER CLASS SLEEVE 10' EITHER SIDE OF CROSSING ENSURE 18" MINIMUM VERTICAL CLEARANCE 706-R1 706-R1 402-6 ENSURE 18" MINIMUM VERTICAL CLEARANCE DESIGN PROFILE @ CL EXISTING SURFACE 402-8 402-8 706-3 E 7 T H S 10.00' PUE 10.00' PUE DATUM ELEV 5098.00 5100 5104 5108 5112 5116 5+50 51 0 6 . 4 51 0 7 . 5 5 6+00 51 0 7 . 3 51 0 8 . 1 7 51 0 8 . 1 51 0 8 . 7 8 7+00 51 0 8 . 9 51 0 9 . 4 0 51 1 0 . 0 51 1 0 . 3 9 8+00 51 1 1 . 1 51 1 1 . 8 3 51 1 2 . 3 51 1 3 . 0 2 9+00 51 1 3 . 5 51 1 4 . 1 7 9+50 51 1 4 . 7 51 1 5 . 3 3 PV I S t a . = 7 + 2 7 . 1 3 El e v . = 5 1 0 9 . 7 4 0 PV I S t a . = 8 + 0 8 . 0 4 El e v . = 5 1 1 2 . 0 5 6 2.86% 1.24% 2.30% Install 397' of 12" ADS N 12 Storm P i p e @ 0 . 6 2 % Install 123' o f 8 " D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r Install 8' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 397' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 340' o f 8 " P V C S D R 3 5 S a n . P i p e @ 2 . 0 8 % SSMH-6 Sta:8+12.04 OFF:0.00 Rim:5112.15 W INV IN:5099.97 N INV IN:5099.97 S INV OUT:5099.87 SDMH 5 Sta:8+18.04 OFF:-12.63L Rim:5111.80 N INV IN:5102.30 W INV IN:5102.29 S INV OUT:5102.20 Install 348 ' o f 1 2 " A D S N 1 2 S t o r m P i p e @ 2 . 2 9 % Install Hydrant Station: 6+65.24 Offset: 25.00' FLANGE: 5109.18 STA.6+65.24 OFF.11.00 CL ELEV: 5103.42' STA.7+97.04 OFF.11.00 CL ELEV: 5106.19' STA: 7+88.72 OFF: 11.00 CL ELEV: 5106.02' STA: 8+05.42 OFF: 11.00 CL ELEV: 5106.37' Install 335 ' o f 8 " D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r 6+00 7+00 8+00 9+00 6+ 0 0 6+ 5 5 -1. 2 6 % - 5 . 7 7 % -1.24%-2.86% - 1 . 9 1 % 511 0 511 5 5108 5109 511 1 5112 51 1 3 511 4 SSMH-6 SDMH 5 5 1 1 1 L2 5110.59 TBC-PC 5111.13 TBC-PC-HP 5111.13 TBC-PC 5113.02 TBC-PC 5109.62 TBC-PVI 5109.62 TBC-PVI 5111.94 TBC-PVI 5111.42 TBC-PVI STA:5+95.12 OFF:44.00'R STA:6+04.28 OFF:44.00'R STA:5+76.39 OFF:44.00'L STA:5+83.39 OFF:44.00'L STA:7+30.63 OFF:44.00'R STA:7+37.39 OFF:44.00'R STA:7+52.58 OFF:44.00'R STA:7+59.72 OFF:44.00'R STA:8+89.52 OFF:44.00'R STA:8+96.52 OFF:44.00'R STA:9+13.62 OFF:44.00'R STA:9+20.62 OFF:44.00'R 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS PINE RIDGE LANE STA 5+50 TO STA 9+00 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-08 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION PINE RIDGE LANE STA 5+50 TO STA 9+00 - PLAN VIEW PINE RIDGE LANE STA 5+50 TO STA 9+00 - PROFILE VIEW VALLEY VIEW WAY STA 0+78 TO STA 6+55 SEE SHEET C-12 PI N E R I D G E L A N E S T A 9 + 0 0 T O S T A 1 2 + 0 5 S E E S H E E T C- 0 9 PI N E R I D G E L A N E S T A 1 + 0 0 T O S T A 5 + 5 0 S E E S H E E T C- 0 7 601-12 501-8 401-8 401-8.8.6 403-1 401-8 601-12 401-8.8.8 601-12 501-8 401-8 401-8 501-8 404-1 504-4 404-1 504-4 404-1 504-4 504-4 404-1 404-1 502-1 602-1 706-3 706-3 706-3 706-R1 706-R1 SHEET LOCATION 402-6 ENSURE 18" MINIMUM VERTICAL CLEARANCE DESIGN PROFILE @ CL EXISTING SURFACE 402-8 402-8 402-8 404-1 504-4 APPROXIMATE ROCK DEPTH 10.00' PUE DATUM ELEV 5100.00 5104 5108 5112 5116 5120 9+00 51 1 3 . 5 51 1 4 . 1 7 51 1 4 . 7 51 1 5 . 3 3 10+00 51 1 5 . 8 51 1 6 . 4 8 51 1 6 . 9 51 1 7 . 6 3 11+00 51 1 7 . 8 51 1 8 . 8 1 51 1 8 . 6 51 2 0 . 0 0 12+00 51 1 9 . 2 51 1 9 . 2 6 12+05 51 1 9 . 2 PV I S t a . = 1 0 + 7 2 . 6 6 El e v . = 5 1 1 8 . 1 5 3 PV I S t a . = 1 1 + 5 6 . 0 4 El e v . = 5 1 2 0 . 1 4 2 PV I S t a . = 1 2 + 0 1 . 8 6 El e v . = 5 1 1 9 . 2 2 6 2.39% -2.00% 2.30% Install 348' o f 1 2 " A D S N 1 2 S t o r m P i p e @ 2 . 2 9 % Install 340' o f 8 " P V C S D R 3 5 S a n . P i p e @ 2 . 0 8 % SDMH 6 Sta:6+19.94 OFF:-10.00L Rim:5119.84 W INV IN:5110.35 S INV OUT:5110.25 STA.11+40.94 OFF.11.17 CL ELEV: 5114.09' Install 335 ' o f 8 " D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r SSMH-7 Sta:11+52.04 OFF:0.00 Rim:5120.05 W INV IN:5107.13 S INV OUT:5107.03 6+ 0 0 6+ 8 0 9+00 10+00 11+00 12+0012+05 -0.6 0 % -0.76 % - 0 . 6 0 % -2.41% -3 . 6 3 % - 3 . 0 4 % -1. 5 3 % 511 5 511 4 511 6 511 7 511 8 511 9 SSMH-7 SDMH 6 5 1 2 0 5118.24 TBC-PC 5118.54 TBC-PC 5118.90 TBC-PC 5119.55 TBC-PC 5119.57 TBC-PC-HP 5119.27 TBC-PC STA:10+52.37 OFF:44.00'R STA:10+59.50 OFF:44.00'R STA:10+74.57 OFF:44.00'R STA:10+82.26 OFF:44.01'R STA:11+61.16 OFF:69.81'R STA:11+68.38 OFF:68.90'R STA:9+13.62 OFF:44.00'R STA:9+20.62 OFF:44.00'R STA:6+72.24 OFF:57.09'L STA:6+65.27 OFF:61.44'L STA:5+57.29 OFF:44.00'L PINE RIDGE LANE STA:11+56.04CASCADE DRIVE STA:6+31.73 5118.03 TBC-PVI 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS PINE RIDGE LANE STA 9+00 TO STA 12+05 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-09 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION PINE RIDGE LANE STA 9+00 TO STA 12+05 - PLAN VIEW PINE RIDGE LANE STA 9+00 TO STA 12+05 - PROFILE VIEW CASCADE DRIVE STA 4+00 TO STA 6+80 SEE SHEET C-15 PI N E R I D G E L A N E S T A 5 + 5 0 T O S T A 9 + 0 0 S E E S H E E T C- 0 8 504-4 404-1 401-8 501-8 601-12 404-1 504-4 404-1 401-8.8.6 401-8 401-6.90 403-1 502-1 602-1 504-4 404-1 404-1 504-4 501-8 401-8 601-12 706-3 706-3 706-3 504-4 SHEET LOCATION ENSURE 18" MINIMUM VERTICAL CLEARANCE DESIGN PROFILE @ CL EXISTING SURFACE 402-6 APPROXIMATE ROCK DEPTH 10.00' PUE DATUM ELEV 5096.00 5100 5104 5108 5112 0+52.50 51 1 1 . 9 51 0 8 . 2 9 1+00 51 0 7 . 9 51 0 9 . 2 4 51 0 5 . 6 51 0 8 . 2 4 2+00 51 0 4 . 7 51 0 7 . 4 2 51 0 4 . 3 51 0 6 . 7 2 3+00 51 0 4 . 4 51 0 6 . 0 2 51 0 4 . 4 51 0 5 . 3 2 4+00 51 0 4 . 3 51 0 4 . 9 7 -1.40% -2.00%2.00% PV I S t a . = 0 + 5 2 . 5 0 El e v . = 5 1 0 8 . 2 8 8 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 0 9 . 2 3 8 PV I S t a . = 1 + 7 0 . 2 9 El e v . = 5 1 0 7 . 8 3 2 PV I S t a . = 3 + 6 4 . 4 6 El e v . = 5 1 0 5 . 1 1 4 -1.40% -2.00%2.00% PV I S t a . = 0 + 5 2 . 5 0 El e v . = 5 1 0 8 . 2 8 8 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 0 9 . 2 3 8 PV I S t a . = 1 + 7 0 . 2 9 El e v . = 5 1 0 7 . 8 3 2 PV I S t a . = 3 + 6 4 . 4 6 El e v . = 5 1 0 5 . 1 1 4 SSMH-13 Sta:1+04.00 OFF:0.00 Rim:5109.16 N INV IN:5100.94 E INV OUT:5100.84 SSMH-12 Sta:2+42.20 OFF:0.00 Rim:5106.83 W INV IN:5100.29 SE INV OUT:5100.19 SSMH-11 Sta:3+64.46 OFF:0.00 Rim:5105.11 NW INV IN:5099.70 SE INV OUT:5099.60 SDMH 13 Sta:1+15.08 OFF:-10.00L Rim:5108.74 N INV IN:5101.43 S INV IN:5103.86 E INV OUT:5101.33 CB 7 Sta:0+54.66 OFF:14.18R GRATE:5107.48 N INV OUT:5103.98 SDMH 12 Sta:2+41.19 OFF:-10.00L Rim:5106.64 W INV IN:5101.03 SE INV OUT:5100.93 SDMH 11 Sta:3+64.46 OFF:-10.00L Rim:5104.91 NW INV IN:5100.66 SE INV OUT:5100.56 Install 128' of 12" ADS N 12 Storm Pipe @ 0.23% Install 126' of 12" ADS N 12 Storm Pipe @ 0.22% Install 138' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 122' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 132' of 8" DI C-50 WATER Pipe @ 6 ' M i n C o v e r Install 15' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 118' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA.0+89.35 OFF.16.79 CL ELEV: 5102.19' Install Hydrant Station: 2+25.50 Offset: 25.00' FLANGE: 5107.27 STA.2+25.50 OFF.15.03 CL ELEV: 5101.43' STA.2+41.94 OFF.12.34 CL ELEV: 5101.25' STA.3+65.91 OFF.12.09 CL ELEV: 5099.54' 0+ 5 2 1+ 0 0 0+52 1+00 2+00 3+0 0 4+ 0 0 5 1 0 5 5 1 0 6 5 1 0 7 5 1 0 8 -1 . 0 9 % -1.00% - 0 . 5 9 % -1.0 4 % -0 . 6 0 % - 3 . 3 5 % -2.27% - 3 . 2 6 % -2 . 0 0 % SDMH 13 SDMH 12 SSMH-12 SSMH-11 SDMH 11 -0 . 4 0 % CB 7 L3 C2 5108.20 TBC-PC 5108.66 TBC-PC 5108.67 TBC-PC 5108.14 TBC-PC-HP 5107.63 TBC-PC 5107.71 TBC-PC 5104.99 TBC-PC 5104.99 TBC-PC 5107.98 TBC-LP STA:0+95.11 OFF:69.83'L STA:0+96.67 OFF:69.92'R STA:1+03.70 OFF:69.90'R STA:1+25.06 OFF:65.36'R STA:1+32.07 OFF:62.22'R STA:2+89.71 OFF:44.00'R STA:2+98.62 OFF:44.00'R STA:3+19.82 OFF:44.00'R STA:3+28.17 OFF:44.00'R STA:1+95.30 OFF:44.00'L STA:2+04.18 OFF:44.00'L STA:3+24.28 OFF:44.00'L STA:3+31.59 OFF:44.00'L SSMH-13 STA:0+86.71 OFF:68.73'L 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS VISTA RIDGE ROAD STA 0+52 TO STA 4+00 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-10 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION VISTA RIDGE ROAD STA 0+52 TO STA 4+00 - PLAN VIEW ASPEN LANE STA 0+52.50 TO STA 4+25 SEE SHEET C-16 VI S T A R I D G E R O A D S T A 4 + 0 0 T O S T A 7 + 0 0 S E E S H E E T C- 1 1 504-4 404-1 404-1 504-4 602-2 602-1 401-8.90 401-8 401-8.8.6 403-1 402-6 401-6.11 401-8.22 401-8 404-1 504-4 504-4 404-1 401-8.11 401-8 504-4 404-1 504-4 404-1 504-4 602-1 502-1 401-8 404-1 501-8 601-12 501-8 502-1 602-1 501-8 601-12 601-12 706-3 706-3 706-3 706-3 601-12 VISTA RIDGE ROAD STA 0+52 TO STA 4+00 - PLAN VIEW ENSURE 18" MINIMUM VERTICAL CLEARANCE 502-1 404-1 SHEET LOCATION -0.40% DESIGN PROFILE @ CL EXISTING SURFACE DATUM ELEV 5096.00 5100 5104 5108 5112 4+00 51 0 4 . 3 51 0 4 . 9 7 51 0 4 . 4 51 0 4 . 7 7 5+00 51 0 4 . 3 51 0 4 . 5 7 51 0 4 . 3 51 0 4 . 8 7 6+00 51 0 4 . 6 51 0 5 . 1 7 51 0 4 . 7 51 0 5 . 5 7 6+95 51 0 5 . 8 PV I S t a . = 5 + 0 0 . 0 0 El e v . = 5 1 0 4 . 5 7 2 PV I S t a . = 6 + 2 5 . 5 5 El e v . = 5 1 0 5 . 3 2 5 PV I S t a . = 6 + 5 1 . 0 6 El e v . = 5 1 0 5 . 5 8 0 PV I S t a . = 6 + 7 2 . 5 6 El e v . = 5 1 0 6 . 0 1 0 PV I S t a . = 6 + 9 2 . 0 6 El e v . = 5 1 0 5 . 6 2 0 -2.00% 0.60%-0.40% 1.00% 2.00% STA.5+16.99 OFF.14.25 CL ELEV: 5098.26'STA.5+51.96 OFF.16.09 CL ELEV: 5098.30' STA.6+83.10 OFF.11.00 CL ELEV: 5101.19' Install 135' of 12" ADS N 12 Storm Pipe @ 0.22% SDMH 10 Sta:5+00.00 OFF:-10.00L Rim:5104.37 NW INV IN:5100.26 NE INV IN:5100.26 SW INV IN:5100.26 SE INV OUT:5100.16 CB 6 Sta:5+00.00 OFF:21.50R GRATE:5103.95 NE INV OUT:5100.45 CB 5 Sta:5+00.00 OFF:-21.50L GRATE:5103.95 SW INV OUT:5100.45 SDMH 9 Sta:5+43.48 OFF:-10.00L Rim:5104.63 NW INV IN:5100.07 E INV OUT:5099.97 Install 114' of 12" ADS N 12 Storm Pipe @ 0.22% SDMH 4 Sta:4+20.99 OFF:-11.76L Rim:5105.74 N INV IN:5099.72 W INV IN:5099.72 S INV OUT:5099.62 SSMH-5 Sta:4+14.91 OFF:0.00 Rim:5106.03 W INV IN:5098.28 N INV IN:5098.28 S INV OUT:5098.18 SSMH-10 Sta:5+43.48 OFF:0.00 Rim:5104.83 NW INV IN:5098.89 E INV OUT:5098.79 Install 102' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 152' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 128' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 178' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 36' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 24' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA: 6+74.80 OFF: 10.84 CL ELEV: 5101.19' Install 41' of 12" ADS N 12 Storm Pipe @ 0.22% 4+ 0 0 5+ 0 0 4+ 0 0 5+ 0 0 6+00 7+00 -3 . 0 5 % -0. 9 3 % -0 . 6 0 % -1.92 % 5 1 0 6 5 1 0 7 5 1 0 5 SSMH-11 SDMH 11 -0. 4 0 % -0. 4 0 % -0.66 % -0.55% -0.61% -0.60% SSMH-10 SDMH 9 SDMH 10 CB 5 CB 6 SDMH 4 SSMH-5 Install 12' of 12" ADS N 12 Storm Pipe @ 1.67% Install 31' of 12" ADS N 12 Storm Pipe @ 0.61%5105 L4 L5 C3 5104.99 TBC-PC 5104.54 TBC-PC 5104.54 TBC-PC 5105.11 TBC-PC 5105.21 TBC-PC 5105.20 TBC-PC5105.11 TBC-PC 5106.29 TBC-PC 5105.61 TBC-PC 5105.58 TBC-PVI STA:4+14.63 OFF:44.00'R STA:4+21.63 OFF:44.00'R STA:4+28.63 OFF:44.00'R STA:4+35.63 OFF:44.00'R STA:5+12.85 OFF:44.00'R STA:5+19.85 OFF:44.00'R STA:2+89.71 OFF:44.00'R STA:2+98.62 OFF:44.00'R STA:3+19.82 OFF:44.00'R STA:3+28.17 OFF:44.00'R STA:4+53.71 OFF:44.00'L STA:4+46.71 OFF:44.00'L STA:4+83.60 OFF:44.00'R STA:4+91.64 OFF:44.00'R STA:5+08.11 OFF:44.00'R STA:5+16.03 OFF:44.00'R STA:5+83.20 OFF:44.00'L STA:5+93.88 OFF:44.00'L 5106.06 TBC-PVI 5104.45 TBC-LP 5104.45 TBC-LP 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS VISTA RIDGE ROAD STA 4+00 TO STA 7+00 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-11 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION VISTA RIDGE ROAD STA 4+00 TO STA 7+00 - PLAN VIEW VISTA RIDGE ROAD STA 4+00 TO STA 7+00 - PROFILE VIEW PINE RIDGE LANE STA 1+00 TO STA 5+50 SEE SHEET C-07 PINE RIDGE LANE STA 5+50 TO STA 9+00 SEE SHEET C-08VISTA RIDGE ROAD STA 0+52 TO STA 4+00 SEE SHEET C-10 401-8.11 502-1 602-1 401-8.11 401-8.22 401-8.8.8 706-R1 706-R1 401-8 501-8 601-12 502-1 602-1 602-1 602-1 SHEET LOCATION SLEEVE WATER LINE 10' EITHER SIDE OF NON POTABLE WATER CROSSING 504-4 404-1 504-4 404-1 404-1 404-1 404-1 404-1 504-4 504-4 504-4 502-1 404-1 404-1 504-4 10.00' PUE 10.00' PUE 10.00' PUE ENSURE 18" MINIMUM VERTICAL CLEARANCE 402-8 404-1 504-4 DESIGN PROFILE @ CL EXISTING SURFACE 602-2 602-2 DATUM ELEV 5098.00 5100 5104 5108 5112 0+78.50 51 0 8 . 7 51 0 8 . 1 3 1+00 51 0 7 . 0 51 0 8 . 5 6 51 0 5 . 0 51 0 8 . 7 0 2+00 51 0 4 . 6 51 0 9 . 1 5 51 0 4 . 4 51 0 8 . 6 2 3+00 51 0 4 . 4 51 0 8 . 0 8 51 0 4 . 4 51 0 7 . 5 3 4+00 51 0 5 . 0 51 0 7 . 0 6 51 0 5 . 7 51 0 7 . 4 3 5+00 51 0 6 . 4 51 0 8 . 7 3 51 0 8 . 2 51 1 0 . 2 0 6+00 51 1 0 . 0 51 1 1 . 4 7 51 1 2 . 1 51 1 1 . 7 1 6+55 51 1 2 . 3 -2.00% 1.50% 2.00%-2.00% 2.00%2.00% -1.10% 2.95% PV I S t a . = 0 + 7 8 . 5 0 El e v . = 5 1 0 8 . 1 3 0 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 0 8 . 5 6 0 PV I S t a . = 1 + 2 1 . 5 0 El e v . = 5 1 0 8 . 1 3 0 PV I S t a . = 5 + 8 5 . 6 1 El e v . = 5 1 1 1 . 2 5 3 PV I S t a . = 6 + 1 1 . 9 7 El e v . = 5 1 1 1 . 6 4 8 PV I S t a . = 6 + 3 2 . 5 6 El e v . = 5 1 1 2 . 0 6 0 PV I S t a . = 6 + 5 1 . 6 0 El e v . = 5 1 1 1 . 6 7 9 LOW PT STA: 4+06.62 LOW PT ELEV: 5107.05 PVI STA:4+29.45 PVI ELEV:5106.65 K:24.72 LVC:100.00 BV C S : 3 + 7 9 . 4 5 BV C E : 5 1 0 7 . 2 0 EV C S : 4 + 7 9 . 4 5 EV C E : 5 1 0 8 . 1 3 HIGH PT STA: 1+90.29 HIGH PT ELEV: 5109.18 PVI STA:1+83.02 PVI ELEV:5109.36 K:16.13 LVC:50.00 BV C S : 1 + 5 8 . 0 2 BV C E : 5 1 0 8 . 8 6 EV C S : 2 + 0 8 . 0 2 EV C E : 5 1 0 9 . 0 9 -2.00% 1.50% 2.00%-2.00% 2.00%2.00% -1.10% 2.95% PV I S t a . = 0 + 7 8 . 5 0 El e v . = 5 1 0 8 . 1 3 0 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 0 8 . 5 6 0 PV I S t a . = 1 + 2 1 . 5 0 El e v . = 5 1 0 8 . 1 3 0 PV I S t a . = 5 + 8 5 . 6 1 El e v . = 5 1 1 1 . 2 5 3 PV I S t a . = 6 + 1 1 . 9 7 El e v . = 5 1 1 1 . 6 4 8 PV I S t a . = 6 + 3 2 . 5 6 El e v . = 5 1 1 2 . 0 6 0 PV I S t a . = 6 + 5 1 . 6 0 El e v . = 5 1 1 1 . 6 7 9 Install Hydrant Station: 3+55.40 Offset: 25.00' FLANGE: 5107.68 SDMH 15 Sta:3+55.83 OFF:10.00R Rim:5108.85 N INV IN:5102.17 E INV IN:5103.80 S INV OUT:5102.07 CB 10 Sta:1+47.12 OFF:-21.50L GRATE:5108.02 W INV OUT:5104.52 Install 37' of 12" ADS N 12 Storm Pipe @ 1.95% SSMH-18 Sta:3+14.93 OFF:0.00 Rim:5107.91 E INV OUT:5101.58 Install 36' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA.0+88.97 OFF.11.00 CL ELEV: 5103.57' STA.3+55.40 OFF.11.00 CL ELEV: 5100.84' Install 40' of 8" PVC SDR 35 San. Pipe @ 1.00% Install 277' of 8" PVC SDR 35 San. Pipe @ 0.40% SSMH-6 Sta:8+12.04 OFF:0.00 Rim:5112.15 W INV IN:5099.97 N INV IN:5099.97 S INV OUT:5099.87 STA.6+43.61 OFF.11.00 CL ELEV: 5106.19' SDMH 5 Sta:6+19.98 OFF:-10.00L Rim:5111.80 N INV IN:5102.30 W INV IN:5102.29 S INV OUT:5102.20 Install 213' of 12" ADS N 12 Storm Pipe @ 0.22% SSMH-17 Sta:3+55.40 OFF:0.00 Rim:5107.47 W INV IN:5101.18 E INV OUT:5101.07 SDMH 17 Sta:4+06.62 OFF:-10.00L Rim:5106.85 N INV IN:5102.86 S INV IN:5102.86 E INV OUT:5102.76CB 12 Sta:4+06.62 OFF:-21.50L GRATE:5106.43 S INV OUT:5102.93 CB 13 Sta:4+06.62 OFF:21.50R GRATE:5106.43 N INV OUT:5102.93 Install 230' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 51' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA: 1+25.48 OFF: 11.00 CL ELEV: 5103.20' Install 229' of 8" DI C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r STA: 6+36.65 OFF: 11.00 CL ELEV: 5106.04' Install 6' of 8" DI C-50 WATER Pipe @ 6' Min Cover 3+ 0 0 4+ 0 0 8+ 0 0 0+78 1+00 2+00 3+00 4+00 5+00 6+00 6+55 - 1 . 2 6 % -5. 7 7 % -2 . 8 6 % -1.91% 5 1 1 0 5 1 1 1 5 1 1 2 5113 -1 . 1 6 % -1.27% -1.58% - 2 . 9 9 % -1.10% -1.10% -2.95% -2.85% SSMH-18 SSMH-17 SSMH-6 SDMH 5 CB 10 SDMH 15 SSMH-14 CB 9 SDMH 14 CB 8 SDMH 17 51 1 0 5107 51 0 8 51 0 9 511 1 51 0 8 510 9 -1.91 % CB 13 CB 12 L2 L6 L9 5110.59 TBC-PC 5111.13 TBC-PC-HP 5111.13 TBC-PC 5113.02 TBC-PC 5108.52 TBC-PC-LP 5109.65 TBC-PC 5108.52 TBC-PC 5108.03 TBC-PC 5109.62 TBC-PVI 5109.62 TBC-PVI 5111.94 TBC-PVI 5111.42 TBC-PVI 5106.93 TBC-LP 5106.93 TBC-LP 5109.06 TBC-HP 5109.06 TBC-HP 5108.80 TBC-PVI 5107.97 TBC-LP 5107.97 TBC-LP STA:3+07.54 OFF:44.00'L STA:3+18.47 OFF:44.00'L STA:3+33.19 OFF:44.00'L STA:3+40.89 OFF:44.00'L STA:3+31.19 OFF:44.00'R STA:3+47.40 OFF:44.00'R STA:4+42.48 OFF:44.00'R STA:4+52.62 OFF:44.00'R STA:4+65.36 OFF:44.00'L STA:4+75.51 OFF:44.00'L STA:4+98.57 OFF:44.00'L STA:5+09.34 OFF:44.00'L STA:4+63.36 OFF:44.00'R STA:4+72.91 OFF:44.00'R 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS VALLEY VIEW WAY STA 0+78 TO STA 6+55 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-12 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION VALLEY VIEW WAY STA 0+78 TO STA 6+55 - PLAN VIEW VALLEY VIEW WAY STA 0+78 TO STA 6+55 - PROFILE VIEW ASPEN LANE STA 4+00 TO STA 7+30 SEE SHEET C-17 PINE RIDGE LANE STA 5+50 TO STA 9+00 SEE SHEET C-08 PINE RIDGE LANE STA 5+50 TO STA 9+00 SEE SHEET C-08ASPEN LANE STA 0+52.50 TO STA 4+25 SEE SHEET C-16 10.00' PUE SHEET LOCATION ENSURE 18" MINIMUM VERTICAL CLEARNANCE ENSURE 18" MINIMUM VERTICAL CLEARNANCE 602-2 602-1 602-2 502-1502-1 401-8.8.6 403-1 401-8.8.8 SLEEVE WATER LINE 10' EITHER SIDE OF NON POTABLE CROSSINGS 30.00' 404-1 404-1 404-1 404-1 504-4 504-4 504-4 504-4 404-1 404-1 404-1 504-4 706-R1 706-R1 602-1 502-1 401-8.8.8 501-8 401-8 501-8 602-2 602-1 502-1 401-8 706-3 706-3 706-3 706-3 10.00' PUE 706-R1 706-R1 504-4 404-1 504-4 404-1 404-1 504-4 504-4 404-1 404-1 504-4 706-R1 706-R1 504-4 404-1 402-6 EXISTING SURFACE DESIGN SURFACE @ CL 402-8 402-8 402-8 402-8 402-8 402-8 DATUM ELEV 5104.00 5108 5112 5116 5120 1+00 51 2 2 . 1 51 2 2 . 1 1 51 2 0 . 0 51 2 0 . 0 0 2+00 51 1 6 . 2 51 1 6 . 2 1 51 1 2 . 7 51 1 2 . 6 6 3+00 51 0 8 . 9 51 0 8 . 8 6 3+06 51 0 8 . 5 51 0 8 . 5 0 -1.40% -8 . 2 7 % -1.38%2.00%-2.00% PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 2 2 . 1 0 7 PV I S t a . = 2 + 6 2 . 6 1 El e v . = 5 1 1 3 . 6 0 0 PV I S t a . = 2 + 8 4 . 1 3 El e v . = 5 1 1 4 . 0 3 0 PV I S t a . = 3 + 0 5 . 6 3 El e v . = 5 1 1 3 . 6 0 0 LOW PT STA: 2+53.54 LOW PT ELEV: 5113.72 PVI STA:2+28.54 PVI ELEV:5114.07 K:7.26 LVC:50.00 BV C S : 2 + 0 3 . 5 4 BV C E : 5 1 1 6 . 1 4 EV C S : 2 + 5 3 . 5 4 EV C E : 5 1 1 3 . 7 2 -1.40% -8 . 2 7 % -1.38%2.00%-2.00% PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 2 2 . 1 0 7 PV I S t a . = 2 + 6 2 . 6 1 El e v . = 5 1 1 3 . 6 0 0 PV I S t a . = 2 + 8 4 . 1 3 El e v . = 5 1 1 4 . 0 3 0 PV I S t a . = 3 + 0 5 . 6 3 El e v . = 5 1 1 3 . 6 0 0 HIGH PT STA: 1+12.75 HIGH PT ELEV: 5121.93 PVI STA:1+37.75 PVI ELEV:5121.58 K:7.27 LVC:50.00 BV C S : 1 + 1 2 . 7 5 BV C E : 5 1 2 1 . 9 3 EV C S : 1 + 6 2 . 7 5 EV C E : 5 1 1 9 . 5 1 STA.2+73.08 OFF.-9.80 CL ELEV: 5107.76' CB 11 Sta:2+37.06 OFF:-21.50L GRATE:5113.52 E INV OUT:5110.02 Install 57' of 12" ADS N 12 Storm Pipe @ 0.22% SDMH 16 Sta:5+05.68 OFF:9.99R Rim:5114.37 W INV IN:5109.89 S INV OUT:5107.38 Install 137' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA.2+37.17 OFF.-10.00 CL ELEV: 5108.61' Install 35' of 8" DI C-50 WATER Pipe @ 6' Min Cover 5+ 0 0 1+00 2+00 3+00 3+06 SDMH 16 -8.27% -8.27% -2 . 1 4 % - 6 . 4 2 % -1.91 % -1.9 1 % L7 5114.90 TBC-PC 5114.02 TBC-PC-LP 5114.02 TBC-PC 5112.13 TBC-PC 5121.99 TBC-MATCH 5121.99 TBC-MATCH 5114.39 TBC-PVI 5113.65 TBC-PVI STA:5+23.17 OFF:44.00'R STA:5+15.30 OFF:44.00'R STA:5+44.37 OFF:44.00'L STA:4+17.72 OFF:44.00'R STA:4+07.72 OFF:44.00'R CB 11 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS EAGLE COURT STA 1+00 TO STA 3+06 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-13 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION EAGLE COURT STA 1+00 TO STA 3+06 - PLAN VIEW EAGLE COURT STA 1+00 TO STA 3+06- PROFILE VIEW ASPEN LANE STA 4+00 TO STA 7+30 SEE SHEET C-17 ASPEN LANE STA 0+52.50 TO STA 4+25 SEE SHEET C-16 SHEET LOCATION 401-8 706-3 706-3 401-8.8.8 602-1602-2 401-8.8.6 403-1 706-R1 706-R1 401-8.22 402-6 404-1 504-4 404-1 DESIGN PROFILE @ CL EXISTING SURFACE ENSURE 18" MINIMUM VERTICAL CLEARANCE CONNECT TO EXISTING WATER MAIN CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH 10.00' PUE DATUM ELEV 5106.00 5108 5112 5116 5120 0+52.50 51 1 7 . 4 51 1 6 . 3 3 1+00 51 1 5 . 4 51 1 7 . 2 8 51 1 4 . 4 51 1 6 . 7 8 2+00 51 1 3 . 6 51 1 6 . 3 7 51 1 3 . 3 51 1 6 . 0 4 3+00 51 1 3 . 5 51 1 5 . 7 2 51 1 3 . 8 51 1 5 . 7 2 4+00 51 1 4 . 6 51 1 6 . 3 6 4+25 51 1 4 . 9 51 1 6 . 8 4 2.00%-1.00% -0.65% PV I S t a . = 0 + 5 2 . 5 0 El e v . = 5 1 1 6 . 3 3 0 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 1 7 . 2 8 0 PV I S t a . = 1 + 7 4 . 5 9 El e v . = 5 1 1 6 . 5 3 4 2.00%-1.00% -0.65% PV I S t a . = 0 + 5 2 . 5 0 El e v . = 5 1 1 6 . 3 3 0 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 1 7 . 2 8 0 PV I S t a . = 1 + 7 4 . 5 9 El e v . = 5 1 1 6 . 5 3 4 LOW PT STA: 3+25.22 LOW PT ELEV: 5115.64 PVI STA:3+50.05 PVI ELEV:5115.39 K:38.76 LVC:100.00 BV C S : 3 + 0 0 . 0 5 BV C E : 5 1 1 5 . 7 2 EV C S : 4 + 0 0 . 0 5 EV C E : 5 1 1 6 . 3 6 Install Hydrant Station: 2+45.66 Offset: 25.00' FLANGE: 5116.21 SSMH-15 Sta:1+03.36 OFF:-3.18L Rim:5117.12 E INV IN:5110.00 S INV OUT:5109.90 SSMH-16 Sta:1+46.33 OFF:0.00 Rim:5116.82 W INV OUT:5110.43 SSMH-9 Sta:2+27.89 OFF:0.00 Rim:5116.19 E INV OUT:5109.13 SSMH-8 Sta:2+75.37 OFF:0.00 Rim:5115.88 W INV IN:5108.66 E INV OUT:5108.56 SDMH 7 Sta:3+25.66 OFF:-10.00L Rim:5115.47 N INV IN:5111.13 W INV IN:5111.11 S INV IN:5111.45 E INV OUT:5111.01 SDMH 8 Sta:1+14.94 OFF:-10.00L Rim:5116.80 N INV IN:5111.67 E INV OUT:5111.58 CB 4 Sta:1+07.90 OFF:-46.84L GRATE:5115.26 S INV OUT:5111.76 STA.0+88.87 OFF.9.62 CL ELEV: 5112.25' STA.2+45.66 OFF.11.17 CL ELEV: 5110.08' STA.3+06.99 OFF.11.78 CL ELEV: 5110.12' Install 156' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 211' of 12" ADS N 12 Storm Pipe @ 0.22% Install 294' of 12" ADS N 12 Storm Pipe @ 0.23% Install 43' of 8" PVC SDR 35 San. Pipe @ 1.00%Install 356' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 38' of 12" ADS N 12 Storm Pipe @ 0.22% Install 8' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA: 2+98.22 OFF: 11.69 CL ELEV: 5110.12' STA: 3+16.94 OFF: 11.88 CL ELEV: 5110.25' Install 52' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 9' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 260' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 47' of 8" PVC SDR 35 San. Pipe @ 1.00% 0+ 7 8 1+ 0 0 7+ 0 0 7+ 3 0 0+52 1+00 2+00 3+00 4+00 SSMH-8SSMH-9 SDMH 18 CB 14 CB 15 SSMH-16 SSMH-15 SDMH 8 CB 4 -1. 5 7 % -0 . 6 0 % -0.60 % - 1 . 2 8 % -0. 8 8 % - 0 . 9 0 % -0.65% CB 3-0.59% 5116 511 6 5117 5116 511 6 -1.1 0 % L8 L1 0 5115.77 TBC-PC 5115.38 TBC-PC-LP 5115.39 TBC-PC-LP 5115.76 TBC-PC 5116.41 TBC-PC-HP 5116.11 TBC-PC 5116.41 TBC-PC-HP 5115.78 TBC-PC 5116.22 TBC-PC 5116.69 TBC-PC-HP 5115.76 TBC-LP 5116.41 TBC-PVI 5115.52 TBC-LP STA:6+22.29 OFF:46.19'L STA:6+30.89 OFF:49.74'L STA:7+14.23 OFF:62.37'L STA:7+20.45 OFF:58.75'L STA:3+39.94 OFF:44.00'R STA:3+32.94 OFF:44.00'R STA:3+19.20 OFF:44.00'R STA:3+10.92 OFF:44.00'R STA:2+61.77 OFF:44.00'L STA:2+53.42 OFF:44.00'L STA:1+25.14 OFF:65.34'L STA:1+18.17 OFF:67.62'LSTA:0+97.95 OFF:69.97'L STA:0+90.50 OFF:69.37'L SDMH 7 Install 25' of 12" ADS N 12 Storm Pipe @ 0.22%Install 18' of 12" ADS N 12 Storm Pipe @ 0.31% 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS CASCADE DRIVE STA 0+52 TO STA 4+00 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-14 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION CASCADE DRIVE STA 0+52 TO STA 4+00 - PLAN VIEWASPEN LANE STA 4+00 TO STA 7+30 SEE SHEET C-17 S 5TH E STA 0+78.5 TO STA 4+85 SEE SHEET C-18 CA S C A D E D R I V E S T A 4 + 0 0 T O S T A 6 + 8 0 S E E S H E E T C- 1 5 CASCADE DRIVE STA 0+52 TO STA 4+00 - PROFILE VIEW SHEET LOCATION 706-R1 706-R1 SLEEVE 8" WATER LINE 10' EITHER SIDE OF NON-POTABLE WATER LINE CROSSING 706-3 401-8.90 403-1 402-8.8.6 706-R1 404-1 404-1 404-1 404-1 504-4 504-4 504-4 504-4 502-1 502-1 602-1 602-2 602-2 602-2 602-2 602-1 602-1 502-1 502-1 504-4 404-1 404-1 DESIGN PROFILE @ CL EXISTING SURFACE 402-6 401-8.8.8 ENSURE 18" MINIMUM VERTICAL CLEARANCE 402-8 402-8 402-8 601-12 401-8 501-8 601-12 APPROXIMATE ROCK DEPTH ENSURE 18" MINIMUM VERTICAL CLEARANCE 1.93% DATUM ELEV 5106.00 5108 5112 5116 5120 4+00 51 1 4 . 6 51 1 6 . 3 6 51 1 5 . 3 51 1 7 . 3 2 5+00 51 1 5 . 9 51 1 8 . 2 9 51 1 6 . 9 51 1 9 . 2 5 6+00 51 1 7 . 8 51 1 9 . 8 2 51 1 9 . 3 51 1 9 . 4 8 6+80 51 2 0 . 2 1.00% -3.63 % 1.93% PV I S t a . = 5 + 5 7 . 1 6 El e v . = 5 1 1 9 . 3 9 3 PV I S t a . = 6 + 3 1 . 8 4 El e v . = 5 1 2 0 . 1 4 0 PV I S t a . = 6 + 7 7 . 0 8 El e v . = 5 1 1 8 . 4 9 8 Install 260' of 8" D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r STA.5+77.93 OFF.14.46 CL ELEV: 5113.98' STA.6+42.90 OFF.15.10 CL ELEV: 5114.09' Install Hydrant Station: 5+77.82 Offset: 25.00' FLANGE: 5119.81 Install 294' of 12" ADS N 12 Storm Pipe @ 0.23% SDMH 6 Sta:6+19.94 OFF:-10.00L Rim:5119.84 W INV IN:5110.35 S INV OUT:5110.25 Install 356' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 64' of 8" DI C-50 WATER Pipe @ 6' Min Cover SSMH-7 Sta:6+31.73 OFF:4.00R Rim:5120.05 W INV IN:5107.13 S INV OUT:5107.03 4+00 5+00 6+00 6+80 11 + 0 0 12 + 0 0 12 + 0 5 -0 . 6 0 % - 0 . 7 6 % -0.60 % -2 . 4 1 % -3.63% -3. 0 4 % -1 . 5 3 % 5 1 1 9 SSMH-7 SDMH 6 5120 511 6 511 7 511 8 511 9 -1.93% -1.93% 5118.54 TBC-PC 5118.90 TBC-PC 5119.55 TBC-PC 5119.57 TBC-PC-HP 5119.27 TBC-PC 5119.27 TBC-PVI STA:10+74.57 OFF:44.00'R STA:10+82.26 OFF:44.01'R STA:11+61.16 OFF:69.81'R STA:11+68.38 OFF:68.90'R STA:6+72.24 OFF:57.09'LSTA:6+65.27 OFF:61.44'L STA:5+57.29 OFF:44.00'L STA:5+50.29 OFF:44.00'LSTA:4+66.74 OFF:44.00'L STA:4+59.36 OFF:44.00'L STA:4+43.38 OFF:44.00'L STA:4+36.20 OFF:44.00'L STA:4+72.05 OFF:44.00'R STA:4+99.13 OFF:44.00'R STA:4+93.13 OFF:44.00'RSTA:4+78.94 OFF:44.00'R 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS CASCADE DRIVE STA 4+00 TO STA 6+80 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-15 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION CASCADE DRIVE STA 4+00 TO STA 6+80 - PLAN VIEW CASCADE DRIVE STA 4+00 TO STA 6+80 - PROFILE VIEW PINE RIDGE LANE STA 9+00 TO STA 12+05 SEE SHEET C-09 CA S C A D E D R I V E S T A 0 + 5 2 T O S T A 4 + 0 0 S E E S H E E T C- 1 4 404-1 404-1 404-1 404-1 404-1 SHEET LOCATION 404-1 404-1 504-4 504-4 504-4 504-4 504-4 10.00' PUE 403-1 401-8.8.6 706-3 602-1 502-1 401-8.90 ENSURE 18" MINIMUM VERTICAL CLEARANCE 706-3 402-6 DESIGN PROFILE @ CL EXISTING SURFACE APPROXIMATE ROCK DEPTH DATUM ELEV 5100.00 5104 5108 5112 0+52.50 51 0 9 . 6 51 0 8 . 2 9 1+00 51 0 7 . 9 51 0 9 . 2 4 51 0 6 . 7 51 0 8 . 7 4 2+00 51 0 6 . 5 51 0 8 . 3 9 51 0 6 . 5 51 0 8 . 1 9 3+00 51 0 6 . 8 51 0 8 . 2 3 51 0 7 . 0 51 0 8 . 8 6 4+00 51 0 7 . 7 51 1 0 . 5 1 4+25 51 0 8 . 4 51 1 1 . 6 7 -1.00% 4.74% -0.40% 2.00% 0.60% PV I S t a . = 0 + 5 2 . 5 0 El e v . = 5 1 0 8 . 2 9 0 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 0 9 . 2 4 0 PV I S t a . = 1 + 7 4 . 6 0 El e v . = 5 1 0 8 . 4 9 4 PV I S t a . = 2 + 7 6 . 4 1 El e v . = 5 1 0 8 . 0 8 7 -1.00% 4.74% -0.40% 2.00% 0.60% PV I S t a . = 0 + 5 2 . 5 0 El e v . = 5 1 0 8 . 2 9 0 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 0 9 . 2 4 0 PV I S t a . = 1 + 7 4 . 6 0 El e v . = 5 1 0 8 . 4 9 4 PV I S t a . = 2 + 7 6 . 4 1 El e v . = 5 1 0 8 . 0 8 7 LOW PT STA: 3+09.88 LOW PT ELEV: 5108.29 PVI STA:3+59.88 PVI ELEV:5108.59 K:24.16 LVC:100.00 BV C S : 3 + 0 9 . 8 8 BV C E : 5 1 0 8 . 2 9 EV C S : 4 + 0 9 . 8 8 EV C E : 5 1 1 0 . 9 6 CB 7 Sta:0+54.66 OFF:14.18R GRATE:5107.48 N INV OUT:5103.98 Install 55' of 12" ADS N 12 Storm Pipe @ 0.22% SDMH 13 Sta:1+15.08 OFF:-10.00L Rim:5108.74 N INV IN:5101.43 S INV IN:5103.86 E INV OUT:5101.33 STA.0+83.42 OFF.-10.98 CL ELEV: 5102.19' STA.3+23.19 OFF.-11.00 CL ELEV: 5103.57' Install 8' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 272' of 8" PVC SDR 35 San. Pipe @ 0.40% Install 79' of 12" ADS N 12 Storm Pipe @ 0.22% Install 150' of 12" ADS N 12 Storm Pipe @ 3.48% SSMH-14 Sta:3+72.01 OFF:0.00 Rim:5109.46 N INV IN:5102.13 S INV OUT:5102.03 SDMH 14 Sta:2+76.41 OFF:10.00R Rim:5107.89 N INV IN:5101.89 W INV IN:5104.40 E INV IN:5104.40 S INV OUT:5101.79 CB 9 Sta:2+76.41 OFF:-21.50L GRATE:5107.47 E INV OUT:5104.47 CB 8 Sta:2+76.41 OFF:21.50R GRATE:5107.47 W INV OUT:5104.47 SDMH 15 Sta:3+55.83 OFF:10.00R Rim:5108.85 N INV IN:5102.17 E INV IN:5103.80 S INV OUT:5102.07 Install 313' of 8" PVC SDR 35 San. Pipe @ 2.48% Install 97' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA: 3+31.67 OFF: -11.00 CL ELEV: 5103.72' Install 8' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 230' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA: 3+14.67 OFF: -11.00 CL ELEV: 5103.53' Install 167' of 12" ADS N 12 Storm Pipe @ 0.22% 0+52 1+00 2+00 3+00 4+00 0+ 7 8 1+ 0 0 0+ 5 2 1+ 0 0 510 8 -1. 0 9 % - 1 . 0 0 % -0.5 9 % - 1 . 0 4 % -0.6 0 % -3.35% - 2 . 2 7 % -3.2 6 % -2. 0 0 % SDMH 13 -1.16% -1 . 2 7 % -1 . 5 8 % -2. 9 9 % CB 10 SDMH 15 SSMH-14 CB 9 SDMH 14 CB 8 -1 . 9 1 % -0.53% -0.40% CB 7 L3 L9 5108.20 TBC-PC 5108.66 TBC-PC 5108.37 TBC-PC 5108.67 TBC-PC 5108.14 TBC-PC-HP 5107.63 TBC-PC 5107.71 TBC-PC 5108.52 TBC-PC-LP 5109.65 TBC-PC 5108.52 TBC-PC 5108.03 TBC-PC 5107.98 TBC-LP 5108.80 TBC-PVI 5107.97 TBC-LP 5107.97 TBC-LP STA:0+95.11 OFF:69.83'L STA:0+96.67 OFF:69.92'R STA:1+03.70 OFF:69.90'R STA:1+25.06 OFF:65.36'R STA:1+32.07 OFF:62.22'R STA:1+95.30 STA:3+73.91 OFF:44.00'LSTA:3+65.39 OFF:44.00'L STA:2+95.98 OFF:44.00'L STA:2+85.98 OFF:44.00'L STA:2+11.78 OFF:44.00'L STA:2+02.31 OFF:44.00'L STA:1+86.62 OFF:44.00'L STA:1+76.38 OFF:44.00'L SSMH-13 STA:0+86.71 OFF:68.73'L 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS ASPEN LANE STA 0+52.50 TO STA 4+25 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-16 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION ASPEN LANE STA 0+52.50 TO STA 4+25 - PLAN VIEW ASPEN LANE STA 0+52.50 TO STA 4+25 - PROFILE VIEW VISTA RIDGE ROAD STA 0+52 TO STA 4+00 SEE SHEET C-10 VALLEY VIEW WAY STA 0+78 TO STA 6+55 SEE SHEET C-12 AS P E N L A N E S T A 4 + 0 0 T O S T A 7 + 3 0 S E E S H E E T C- 1 7 706-R1 706-R1 706-R1 706-R1 401-8.8.8 401-8.90 602-2 602-1 502-1 502-1 602-1 602-1 602-2 602-2 602-2 706-3 706-3 706-3 504-4 504-4 504-4 504-4 504-4 504-4 404-1 404-1 404-1 404-1 404-1 404-1 SLEEVE 8" LINE 10' EITHER SIDE OF NON-POTABLE CROSSING SHEET LOCATION ENSURE 18" MINIMUM VERTICAL CLEARANCE ENSURE 18" MINIMUM VERTICAL CLEARANCE DESIGN PROFILE @ CL EXISTING SURFACE 402-8 402-8 402-8 DATUM ELEV 5102.00 5104 5108 5112 5116 4+25 51 0 8 . 4 51 1 1 . 6 7 51 0 9 . 1 51 1 2 . 8 1 5+00 51 1 0 . 4 51 1 4 . 4 5 51 1 2 . 0 51 1 5 . 2 4 6+00 51 1 3 . 8 51 1 5 . 8 1 51 1 4 . 8 51 1 6 . 6 3 7+00 51 1 5 . 7 51 1 6 . 9 2 7+30 51 1 6 . 3 1.15% 2.00% -2.00%PV I S t a . = 6 + 2 0 . 5 1 El e v . = 5 1 1 6 . 0 4 5 PV I S t a . = 6 + 8 2 . 2 2 El e v . = 5 1 1 7 . 2 7 9 PV I S t a . = 7 + 2 7 . 8 8 El e v . = 5 1 1 6 . 3 6 6 HIGH PT STA: 5+34.21 HIGH PT ELEV: 5115.05 PVI STA:4+84.21 PVI ELEV:5114.48 K:27.85 LVC:100.00 BV C S : 4 + 3 4 . 2 1 BV C E : 5 1 1 2 . 1 1 EV C S : 5 + 3 4 . 2 1 EV C E : 5 1 1 5 . 0 5 Install 6 3 ' o f 8 " D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r Install 177 ' o f 8 " D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r STA.4+94.00 OFF.-11.06 CL ELEV: 5107.76' STA.4+30.00 OFF.-11.04 CL ELEV: 5105.57' STA.6+72.57 OFF.-11.11 CL ELEV: 5112.25' SSMH-15 Sta:1+03.36 OFF:-3.18L Rim:5117.12 E INV IN:5110.00 S INV OUT:5109.90 Install 313 ' o f 8 " P V C S D R 3 5 S a n . P i p e @ 2 . 4 8 % SDMH 16 Sta:5+05.68 OFF:9.99R Rim:5114.37 W INV IN:5109.89 S INV OUT:5107.38 Install Hydrant Station: 4+30.00 Offset: -25.00' FLANGE: 5112.12 5+00 6+00 7+00 7+30 0+ 5 2 1+ 0 0 2+ 0 0 3+ 0 0 3+ 0 6 SSMH-16 SSMH-15 SDMH 8 CB 4 SDMH 16 -2. 1 4 % -6.4 2 % - 1 . 9 1 % -1 . 9 1 % -1 . 5 7 % -0.60 % -0 . 6 0 % -1.28% 5 1 1 6 5 1 1 7 5 1 1 6 -1.15% -1.27% - 1 . 1 0 % L7 L10 5116.41 TBC-PC-HP 5116.11 TBC-PC 5116.41 TBC-PC-HP 5115.78 TBC-PC 5116.22 TBC-PC 5116.69 TBC-PC-HP 5114.90 TBC-PC 5114.02 TBC-PC-LP 5114.02 TBC-PC 5112.13 TBC-PC 5114.39 TBC-PVI 5113.65 TBC-PVI 5115.76 TBC-LP 5116.41 TBC-PVI STA:5+23.17 OFF:44.00'R STA:5+15.30 OFF:44.00'R STA:5+44.37 OFF:44.00'L STA:5+55.39 OFF:44.00'L STA:6+22.29 OFF:46.19'L STA:6+30.89 OFF:49.74'L STA:7+14.23 OFF:62.37'L STA:7+20.45 OFF:58.75'L STA:1+25.14 OFF:65.34'L STA:1+18.17 OFF:67.62'L STA:0+97.95 OFF:69.97'L STA:0+90.50 OFF:69.37'L STA:4+17.72 OFF:44.00'R STA:4+07.72 OFF:44.00'R CB 11 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS ASPEN LANE STA 4+00 TO STA 7+30 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-17 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION ASPEN LANE STA 4+00 TO STA 7+30 - PLAN VIEW ASPEN LANE STA 4+00 TO STA 7+30 - PROFILE VIEW EAGLE COURT STA 1+00 TO STA 3+06 SEE SHEET C-13 CASCADE DRIVE STA 0+52 TO STA 4+00 SEE SHEET C-14 AS P E N L A N E S T A 0 + 5 2 . 5 0 T O S T A 4 + 2 5 S E E S H E E T C- 1 6 404-1 SHEET LOCATION 401-8.90 502-1 602-1 602-2 404-1 404-1 404-1 504-4 504-4 504-4 504-4 504-4 401-8.8.8 706-R1706-R1 403-1 401-8.8.6 402-6 706-3 706-3 404-1 404-1 ENSURE 18" MINIMUM VERTICAL CLEARANCE 401-8.45 602-1 602-2 601-12 601-12 501-8 502-1 501-8 APPROXIMATE ROCK DEPTH ENSURE 18" MINIMUM VERTICAL CLEARANCE DATUM ELEV 5102.00 5104 5108 5112 5116 0+78.50 51 1 3 . 1 1+00 51 1 3 . 6 51 1 5 . 6 4 51 1 4 . 9 51 1 5 . 5 2 2+00 51 1 5 . 0 51 1 5 . 7 5 51 1 5 . 3 51 1 5 . 9 8 3+00 51 1 5 . 6 51 1 5 . 7 5 51 1 4 . 3 51 1 4 . 5 8 4+00 51 1 3 . 1 51 1 2 . 9 4 51 1 1 . 7 51 1 2 . 5 0 4+85 51 1 0 . 7 -2.00%1.16% 0.47% 2.00% 2.00% -2.00% -3.29 % -1.77% PV I S t a . = 0 + 7 9 . 0 0 El e v . = 5 1 1 5 . 2 2 0 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 1 5 . 6 4 0 PV I S t a . = 1 + 2 1 . 5 0 El e v . = 5 1 1 5 . 2 1 0 PV I S t a . = 1 + 4 6 . 6 9 El e v . = 5 1 1 5 . 5 0 1 PV I S t a . = 4 + 0 9 . 0 6 El e v . = 5 1 1 2 . 6 3 8 PV I S t a . = 4 + 3 4 . 3 5 El e v . = 5 1 1 2 . 1 9 0 PV I S t a . = 4 + 5 5 . 8 5 El e v . = 5 1 1 2 . 6 2 0 PV I S t a . = 4 + 7 7 . 3 5 El e v . = 5 1 1 2 . 1 9 0 -2.00%1.16% 0.47% 2.00% 2.00% -2.00% -3.29 % -1.77% PV I S t a . = 0 + 7 9 . 0 0 El e v . = 5 1 1 5 . 2 2 0 PV I S t a . = 1 + 0 0 . 0 0 El e v . = 5 1 1 5 . 6 4 0 PV I S t a . = 1 + 2 1 . 5 0 El e v . = 5 1 1 5 . 2 1 0 PV I S t a . = 1 + 4 6 . 6 9 El e v . = 5 1 1 5 . 5 0 1 PV I S t a . = 4 + 0 9 . 0 6 El e v . = 5 1 1 2 . 6 3 8 PV I S t a . = 4 + 3 4 . 3 5 El e v . = 5 1 1 2 . 1 9 0 PV I S t a . = 4 + 5 5 . 8 5 El e v . = 5 1 1 2 . 6 2 0 PV I S t a . = 4 + 7 7 . 3 5 El e v . = 5 1 1 2 . 1 9 0 HIGH PT STA: 2+62.58 HIGH PT ELEV: 5116.01 PVI STA:3+00.17 PVI ELEV:5116.22 K:26.66 LVC:100.00 BV C S : 2 + 5 0 . 1 7 BV C E : 5 1 1 5 . 9 8 EV C S : 3 + 5 0 . 1 7 EV C E : 5 1 1 4 . 5 7 CB 14 Sta:1+47.31 OFF:21.50R Rim:5114.88 W INV OUT:5111.88 CB 15 Sta:1+47.31 OFF:-21.50L Rim:5114.88 E INV OUT:5111.88 SDMH 18 Sta:1+47.33 OFF:3.57R Rim:5115.43 W INV IN:5111.83 E INV IN:5111.83 S INV OUT:5111.73 SDMH 7 Sta:1+10.02 OFF:3.53R Rim:5115.47 N INV IN:5111.13 W INV IN:5111.11 S INV IN:5111.45 E INV OUT:5111.01 STA.0+88.12 OFF.-15.00 CL ELEV: 5110.12'STA.4+58.78 OFF.-15.00 CL ELEV: 5106.88' Install 35' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA: 1+23.95 OFF: -15.00 CL ELEV: 5110.23' Install 138' of 8" DI C-50 WATER Pipe @ 6' Min Cover SDMH 19 Sta:4+08.63 OFF:25.50R Rim:5112.60 W INV IN:5108.52 S INV OUT:5107.52 CB 16 Sta:4+08.63 OFF:21.50R Rim:5112.03 E INV OUT:5108.53 Install 4' of 24" ADS N 12 Storm Pipe @ 0.22% CB 3 Sta:3+25.66 OFF:21.50R Rim:5115.02 N INV OUT:5111.52 Install 32' of 12" ADS N 12 Storm Pipe @ 0.22% Install 37' of 12" ADS N 12 Storm Pipe @ 1.62% Install 195' o f 8 " D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r 8+ 0 0 0+78 1+00 2+00 3+00 4+00 4+85 3+ 0 0 4+ 0 0 SSMH-8 SDMH 18 CB 14 CB 15 -3. 1 0 % -1.91% -0 . 8 8 % -0.9 0 % CB 3 -0 . 5 9 % 5 1 1 6 L8 L1 2 -0.47% -3.06% -2.80% 5 1 1 5 5 1 1 3 5 1 1 4 CB 16 SDMH 19 5115.77 TBC-PC 5115.38 TBC-PC-LP 5115.39 TBC-PC-LP 5115.76 TBC-PC 5112.91 TBC-PC 5112.53 TBC-PC 5111.40 TBC-PC 5112.20 TBC-PVI 5115.52 TBC-LP 5112.54 TBC-PC 5115.89 TBC-HP STA:3+39.94 OFF:44.00'R STA:3+32.94 OFF:44.00'R STA:3+19.20 OFF:44.00'R STA:3+10.92 OFF:44.00'R SDMH 7 -0.46% - 0 . 8 8 % 511 1 5112 51 1 3 -0 . 8 8 % STA:8+78.71 5115.89 TBC-HP Install 4' of 12" ADS N 12 Storm Pipe @ 0.22% Install 25' of 12" ADS N 12 Storm Pipe @ 0.22% Install 18' of 12" ADS N 12 Storm Pipe @ 0.31% L11 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS S 5TH E STA 0+78.5 TO STA 4+85 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-18 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION S 5TH E STA 0+78.5 TO STA 4+85 - PLAN VIEW S 5TH E STA 0+78.5 TO STA 4+85 - PROFILE VIEW CASCADE DRIVE STA 0+52 TO STA 4+00 SEE SHEET C-14 CASCADE DRIVE STA 4+00 TO STA 6+80 SEE SHEET C-15 550 S STREET STA 1+00 TO STA 7+00 SEE SHEET C-19 550 S STREET STA 7+00 TO STA 12+65 SEE SHEET C-20 SLEEVE WATER LINE 10' EITHER SIDE OF NON POTABLE CROSSINGS 706-R1 404-1 504-4 706-R1 401-8 401-8.8.8 602-2 504-4 404-1 602-1 706-R1 401-8 706-R1 401-8 501-8 601-12 602-2 602-1 601-12 401-8.8.8 706-R1 504-4 501-8 401-8 706-R1 504-4 401-8 706-3 706-3 706-3 502-1 602-2601-12 601-12 601-12 601-12 501-8 SHEET LOCATION STORM TECH CHAMBER SYSTEM #1 ENSURE 18" MINIMUM VERTICAL CLEARANCE DESIGN PROFILE @ CL EXISTING SURFACE 402-8 402-8 402-8 402-8 402-8 602-2 602-1 ENSURE 18" MINIMUM VERTICAL CLEARANCE APPROXIMATE ROCK DEPTH DATUM ELEV 5085.00 5088 5092 5096 5100 5104 5108 5112 1+00 50 9 1 . 1 2+00 50 9 2 . 9 50 9 2 . 1 7 50 9 4 . 8 50 9 4 . 4 2 3+00 50 9 6 . 6 50 9 6 . 8 2 50 9 7 . 4 50 9 8 . 4 3 4+00 50 9 8 . 0 50 9 9 . 2 2 50 9 9 . 2 50 9 9 . 8 9 5+00 51 0 0 . 8 51 0 1 . 3 6 51 0 2 . 5 51 0 3 . 3 6 6+00 51 0 4 . 7 51 0 6 . 0 4 51 0 6 . 9 51 0 8 . 8 6 7+00 51 0 8 . 9 51 1 0 . 8 8 1.33% 3.20% 5.90% 2.00% 5.02% PV I S t a . = 1 + 5 4 . 5 9 El e v . = 5 0 9 1 . 1 2 3 PV I S t a . = 4 + 5 7 . 3 9 El e v . = 5 0 9 9 . 9 8 8 1.33% 3.20% 5.90% 2.00% 5.02% PV I S t a . = 1 + 5 4 . 5 9 El e v . = 5 0 9 1 . 1 2 3 PV I S t a . = 4 + 5 7 . 3 9 El e v . = 5 0 9 9 . 9 8 8 LOW PT STA: 1+78.93 LOW PT ELEV: 5091.61 PVI STA:2+03.93 PVI ELEV:5092.11 K:16.58 LVC:50.00 BV C S : 1 + 7 8 . 9 3 BV C E : 5 0 9 1 . 6 1 EV C S : 2 + 2 8 . 9 3 EV C E : 5 0 9 3 . 3 6 LOW PT STA: 4+95.05 LOW PT ELEV: 5101.19 PVI STA:5+45.05 PVI ELEV:5102.80 K:37.15 LVC:100.00 BV C S : 4 + 9 5 . 0 5 BV C E : 5 1 0 1 . 1 9 EV C S : 5 + 9 5 . 0 5 EV C E : 5 1 0 5 . 7 5 HIGH PT STA: 7+23.22 HIGH PT ELEV: 5111.52 PVI STA:6+73.22 PVI ELEV:5110.35 K:28.09 LVC:100.00 BVCS: 6+23.22 BVCE: 5107.41 EVCS: 7+23.22 EVCE: 5111.52 HIGH PT STA: 3+76.04 HIGH PT ELEV: 5098.90 PVI STA:3+26.04 PVI ELEV:5098.23 K:27.17 LVC:100.00 BV C S : 2 + 7 6 . 0 4 BV C E : 5 0 9 5 . 7 3 EV C S : 3 + 7 6 . 0 4 EV C E : 5 0 9 8 . 9 0 STA.1+43.96 OFF.9.92 CL ELEV: 5086.31' STA. 1+63.27 OFF. 9.913 CL ELEV: 5088.16' STA.5+60.63 OFF.-3.00 CL ELEV: 5098.51' Install Hydrant Station: ??? Offset: ???' FLANGE: 5104.11 Install Hydrant Station: 5+60.63 Offset: 25.00' FLANGE: 5104.11 Install 35 6 ' o f 8 " D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r Install 1 7 9 ' o f 8 " D I C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r EX SSMH 2 Sta:1+32.96 OFF:0.49R Rim:5090.98 E INV IN:5086.48 S INV IN:5086.48 N INV OUT:5086.38 Install 73' of 8" PVC SDR 35 San. Pipe @ 1.12% SSMH-20 Sta:5+52.19 OFF:-14.00L Rim:5103.19 E INV IN:5091.41 W INV OUT:5091.31 Install 27' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA.1+90.76 OFF.9.86 CL ELEV: 5088.19' STA.2+03.61 OFF.-3.03 CL ELEV: 5088.44' Install 348' of 8" PVC S D R 3 5 S a n . P i p e @ 1 . 1 3 % Install 400 ' o f 8 " P V C S D R 3 5 S a n . P i p e @ 2 . 2 7 % CB 19 Sta:1+85.14 OFF:21.50R Rim:5091.13 E INV OUT:5087.63 SDMH 20 Sta:2+00.00 OFF:25.50R Rim:5092.12 N INV IN:5087.48 E INV OUT:5086.48 CB 18 Sta:2+00.00 OFF:21.50R Rim:5091.55 W INV IN:5087.59 S INV OUT:5087.49 Install 15' of 12" ADS N 12 Storm Pipe @ 0.22% Install 4' of 24" ADS N 12 Storm Pipe @ 1.00% Install 18' of 8" DI C-50 WATER Pipe @ 6' Min Cover 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SSMH-20 -5.0 5 % CB 19 SDMH 205091.63 TBC-PC 5094.27 TBC-MATCH STA:3+82.62 OFF:45.00'R STA:3+89.62 OFF:45.00'R STA:4+83.84 OFF:45.00'R STA:4+90.84 OFF:45.00'R STA:4+04.59 OFF:45.00'R STA:4+11.59 OFF:45.00'R STA:6+25.98 OFF:45.00'R STA:6+35.98 OFF:45.00'R STA:6+50.16 OFF:45.00'R STA:6+60.16 OFF:45.00'R SSMH-19 5 0 9 5 5 1 0 0 5 1 0 5 5 1 1 0 5 0 9 2 5 0 9 3 5 0 9 4 5 0 9 6 5 0 9 7 5 0 9 8 50 9 9 5 1 0 1 5 1 0 2 5 1 0 3 5 1 0 4 5 1 0 6 5 1 0 7 5 1 0 8 5 1 0 9 5099.87 TBC-PVI 5099.90 EOA-PVI 5097.65 TBC-PVI 5097.68 EOA-PVI 5092.20 TBC-PVI 5092.23 EOA-PVI 5103.03 TBC-PVI 5103.06 EOA-PVI 5109.78 TBC-PVI 5109.81 EOA-PVI -1.33%-5.02%-3.21%-5.80% CB 18 Install 4' of 12" ADS N 12 Storm Pipe @ 0.22% 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS 550 S STREET STA 1+00 TO STA 7+00 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-19 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION 550 S STREET STA 1+00 TO STA 7+00 - PLAN VIEW 550 S STREET STA 1+00 TO STA 7+00- PROFILE VIEW 55 0 S S T R E E T S T A 7 + 0 0 T O S T A 1 2 + 6 5 S E E S H E E T C- 2 0 501-8 401-8 504-4 404-1 504-4 404-1 404-1 504-4 403-1 401-8.8.6 502-1 504-4 404-1 401-8 404-1 504-4 501-8 706-3 SHEET LOCATION 401-8.45 401-8.45 602-2 602-1 502-1 DESIGN PROFILE @ CL EXISTING SURFACE 402-6 602-2 STORM TECH CHAMBER SYSTEM #3 25.40' TIE ONTO EXISTING WATER LINE CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH TIE ONTO EXISTING SEWER MANHOLE CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH S 4 T H E APPROXIMATE ROCK DEPTH END OF ROCK DATA 100-1 100-1 100-1 100-1 100-1 100-1 DATUM ELEV 5092.00 5096 5100 5104 5108 5112 7+00 51 0 8 . 9 51 1 0 . 8 8 51 1 0 . 8 51 1 2 . 1 5 8+00 51 1 2 . 3 51 1 2 . 8 8 51 1 2 . 9 51 1 3 . 3 2 9+00 51 1 3 . 4 51 1 3 . 7 6 51 1 3 . 1 51 1 3 . 5 6 10+00 51 1 3 . 0 51 1 3 . 3 2 51 1 2 . 7 51 1 2 . 8 7 11+00 51 1 1 . 9 51 1 1 . 9 4 51 1 0 . 7 51 1 1 . 0 2 12+00 51 0 9 . 3 51 1 0 . 5 0 51 0 8 . 9 51 1 0 . 5 2 12+65 51 1 0 . 5 8 -0.49% -1.86% 0.40% 2.34% 0.88% PV I S t a . = 1 0 + 3 5 . 0 1 El e v . = 5 1 1 3 . 1 4 5 PVI Sta. = 12+65.00 Elev. = 5110.580 PV I S t a . = 7 + 7 0 . 2 2 El e v . = 5 1 1 2 . 6 2 0 PV I S t a . = 9 + 0 3 . 5 1 El e v . = 5 1 1 3 . 7 8 6 HIGH PT STA: 7+23.22 HIGH PT ELEV: 5111.52 PVI STA:6+73.22 PVI ELEV:5110.35 K:28.09 LVC:100.00 EV C S : 7 + 2 3 . 2 2 EV C E : 5 1 1 1 . 5 2 LOW PT STA: 12+21.65 LOW PT ELEV: 5110.44 PVI STA:11+89.38 PVI ELEV:5110.28 K:44.31 LVC:100.00 BV C S : 1 1 + 3 9 . 3 8 BV C E : 5 1 1 1 . 2 1 EV C S : 1 2 + 3 9 . 3 8 EV C E : 5 1 1 0 . 4 8 STA.7+55.24 OFF.-3.00 CL ELEV: 5106.88' STA.9+80.13 OFF.-3.00 CL ELEV: 5108.02' STA.12+53.77 OFF.-3.00 CL ELEV: 5105.15' Install 10' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 272' of 8" DI C - 5 0 W A T E R P i p e @ 6 ' M i n C o v e r Install 400 ' o f 8 " P V C S D R 3 5 S a n . P i p e @ 2 . 2 7 % SSMH-21 Sta:9+52.19 OFF:-14.00L Rim:5113.27 E INV IN:5100.57 W INV OUT:5100.47 Install 291' of 8" PVC S D R 3 5 S a n . P i p e @ 1 . 0 0 % SSMH-22 Sta:12+43.09 OFF:-14.00L Rim:5110.21 W INV OUT:5103.48 Install 4' of 24" ADS N 12 Storm Pipe @ 0.22% SDMH 21 Sta:12+21.65 OFF:25.50R Rim:5110.39 N INV IN:5106.31 W INV OUT:5105.31 CB 17 Sta:12+21.65 OFF:21.50R Rim:5109.82 S INV OUT:5106.32 Install Hydrant Station: 9+80.13 Offset: 25.00' FLANGE: 5113.62 Install Hydrant Station: 12+53.77 Offset: 25.00' FLANGE: 5110.75 Install 7' of 8" DI C-50 WATER Pipe @ 6' Min Cover STA: 7+66.60 OFF: -3.00 CL ELEV: 5106.93' STA: 7+40.90 OFF: -3.00 CL ELEV: 5106.28' Install 13' of 8" DI C-50 WATER Pipe @ 6' Min Cover Install 213' of 8" DI C-50 WATER Pipe @ 6' M i n C o v e r 7+00 8+00 9+00 10+00 11+00 12+00 12+65 4+ 0 0 4+ 8 5 -3 . 1 0 % - 1 . 9 1 % SSMH-21 SSMH-22 SDMH 21 CB 17 L12 5113 -0.40% -1.85% CB 16 SDMH 19 5112.91 TBC-PC 5112.53 TBC-PC 5111.40 TBC-PC 5112.20 TBC-PVI 5112.54 TBC-PC 5110.32 TBC-LP-0. 8 8 % STA:6+50.16 OFF:45.00'R STA:6+60.16 OFF:45.00'R 5 1 1 0 5 1 1 1 5 1 1 2 511 3 5109.78 TBC-PVI -0.88% 5113.67 TBC-HP 5113.70 EOA-HP 5113.02 TBC-PVI 5113.05 EOA-PVI STA:8+78.71 OFF:45.00'R STA:8+88.71 OFF:45.00'R STA:9+02.22 OFF:45.00'R STA:9+12.22 OFF:45.00'R STA:10+45.80 OFF:45.00'R STA:10+55.80 OFF:45.00'R STA:10+68.28 OFF:45.00'R STA:10+78.28 OFF:45.00'R STA:12+39.08 OFF:45.00'R STA:12+49.08 OFF:45.00'R -0.49% Install 4' of 12" ADS N 12 Storm Pipe @ 0.22% Install 4' of 12" ADS N 12 Storm Pipe @ 0.22% 5 1 1 1 5 1 1 2 5113 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS 550 S STREET STA 7+00 TO STA 12+65 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-20 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION 550 S STREET STA 7+00 TO STA 12+65 - PLAN VIEW 550 S STREET STA 7+00 TO STA 12+65 - PROFILE VIEW 55 0 S S T R E E T S T A 1 + 0 0 T O S T A 7 + 0 0 S E E S H E E T C- 1 9 S 5TH E STA 0+78.5 TO STA 4+85 SEE SHEET C-18 SHEET LOCATION STORM TECH CHAMBER SYSTEM #2 401-8.8.8 502-1 401-8.8.6 502-1401-8.8.6 402-6 403-1 403-1 402-6 404-1404-1 404-1 404-1 401-8 504-4 504-4 504-4 504-4 504-4 DESIGN PROFILE @ CL EXISTING SURFACE 602-2 602-1 602-1 602-2 706-R1 706-R1 25.36' 402-8 402-8 10.00' PUE 501-8501-8 APPROXIMATE ROCK DEPTH END OF ROCK DATA DATUM ELEV 5094.00 5096 5100 5104 5108 1+00 51 0 5 . 7 51 0 5 . 6 9 51 0 5 . 8 51 0 5 . 8 1 2+00 51 0 5 . 9 51 0 5 . 9 3 51 0 6 . 1 51 0 6 . 0 7 3+00 51 0 6 . 3 51 0 6 . 3 4 51 0 6 . 8 51 0 6 . 8 3 4+00 SSMH-1 Sta:3+52.65 OFF:-36.30L Rim:5106.20 NW INV IN:5095.96 S INV OUT:5095.86 SSMH-2 Sta:1+42.53 OFF:-39.66L Rim:5105.72 NE INV IN:5096.88 SE INV OUT:5096.78 SDMH 2 Sta:1+33.14 OFF:-47.03L Rim:5105.58 NE INV IN:5098.93 SE INV OUT:5098.83 SDMH 1 Sta:3+36.89 OFF:-44.90L Rim:5106.06 NW INV IN:5098.39 S INV OUT:5098.29 Install 200' of 12" ADS N 12 Storm Pipe @ 0.22% Install 206' of 8" PVC SDR 35 San. Pipe @ 0.40% 0.69 5 A C . 1+00 2+00 3+00 4+00 1+ 0 0 -1.7 9 % - 0 . 6 4 % -0 . 4 2 % SSMH-2 SSMH-1 SDMH 1 SDMH 2 L1 5105.52 TBC-PC 5105.48 TBC-PC 5105.52 TBC-PC 5106.28 TBC-MATCH 5105.80 TBC-MATCH 401-6 401-8 100-1 200-1 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 601-12 602-1 602-2 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 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 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 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 SI T E M A P CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS E 7TH S STA 1+00 TO STA 5+50 ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-21 1H = 8V PRELIMINARY NOT FOR CONSTRUCTION E 7TH S STA 1+00 TO STA 5+50 - PLAN VIEW E 7TH S STA 1+00 TO STA 5+50- PROFILE VIEW PINE RIDGE LANE STA 1+00 TO STA 5+50 SEE SHEET C-07 EXISTING SSMH 2 100-1 601-12 501-8 602-1 401-8 EXISTING CB 3 EXISTING SDMH 3 EXISTING SDMH 2 EXISTING CB 2 EXISTING CB 1 502-1 502-1 501-8 EXISTING SDMH 1 602-1 601-12 501-8 706-3 706-3 SHEET LOCATION CONNECT TO EXISTING STORM MAIN CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH CONNECT TO EXISTING SEWER MAIN CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH 706-R1 706-R1 INSTALL 8" HOT TAP AND VALVE CONTRACTOR TO VERIFY EXISTING UTILITY LOCATION AND DEPTH EXISTING SURFACE 200-1 100-1 100-1 100-1 10.00' PUE CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS STORM TECH PLANS ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-22 1H = 8VPRELIMINARY NOT FOR CONSTRUCTION ISOLATOR ROW PLUS (SEE DETAIL) NO WOVEN GEOTEXTILE BED LIMITS CONCEPTUAL ELEVATIONS: MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):5.00 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):4.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):4.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):4.50 TOP OF STONE:3.50 TOP OF SC-740 CHAMBER:3.00 24" ISOLATOR ROW PLUS INVERT:0.51 BOTTOM OF SC-740 CHAMBER:0.50 BOTTOM OF STONE:0.00 PROPOSED LAYOUT 20 STORMTECH SC-740 CHAMBERS 2 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 STONE VOID 1828 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 912 SYSTEM AREA (SF) 304.4 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 0.10"24" BOTTOM PREFABRICATED EZ END CAP, PART#: SC740ECEZ / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED EZ END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: SC74024RAMPBFLAMP 30" DIAMETER (24.00" SUMP MIN)CNYLOPLAST (INLET W/ ISO PLUS ROW) A C B 4. 2 5 ' 143.93' 6. 2 5 ' 145.93' NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBER ISOLATOR ROW PLUS (SEE DETAIL) BED LIMITS CONCEPTUAL ELEVATIONS: MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):5.00 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):4.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):4.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):4.50 TOP OF STONE:3.50 TOP OF SC-740 CHAMBER:3.00 12" x 12" TOP MANIFOLD INVERT:1.54 24" ISOLATOR ROW PLUS INVERT:0.51 BOTTOM OF SC-740 CHAMBER:0.50 BOTTOM OF STONE:0.00 PROPOSED LAYOUT 33 STORMTECH SC-740 CHAMBERS 4 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 STONE VOID 2842 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 1380 SYSTEM AREA (SF) 279.0 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 0.10"24" BOTTOM PREFABRICATED EZ END CAP, PART#: SC740ECEZ / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED EZ END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: SC74024RAMPBFLAMP 12.50"12" x 12" TOP MANIFOLD, ADS N-12CMANIFOLD 2.3 CFS IN30" DIAMETER (24.00" SUMP MIN)DNYLOPLAST (INLET W/ ISO PLUS ROW) D C A B 9. 0 0 ' 122.58' 11 . 0 0 ' 128.51' NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBER STORM TECH CHAMBER LAYOUT NO. 1 STORM TECH CHAMBER LAYOUT NO. 3 STORM TECH CHAMBER LAYOUT NO. 2 ISOLATOR ROW PLUS (SEE DETAIL) NO WOVEN GEOTEXTILE BED LIMITS CONCEPTUAL ELEVATIONS: MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):5.00 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):4.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):4.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):4.50 TOP OF STONE:3.50 TOP OF SC-740 CHAMBER:3.00 24" ISOLATOR ROW PLUS INVERT:0.51 BOTTOM OF SC-740 CHAMBER:0.50 BOTTOM OF STONE:0.00 PROPOSED LAYOUT 16 STORMTECH SC-740 CHAMBERS 2 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 STONE VOID 1469 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 734 SYSTEM AREA (SF) 247.4 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 0.10"24" BOTTOM PREFABRICATED EZ END CAP, PART#: SC740ECEZ / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED EZ END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: SC74024RAMPBFLAMP 30" DIAMETER (24.00" SUMP MIN)CNYLOPLAST (INLET W/ ISO PLUS ROW) A C B 4. 2 5 ' 115.47' 6. 2 5 ' 117.47' NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBER CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS STORM TECH DETAILS ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-23 N/APRELIMINARY NOT FOR CONSTRUCTION Advanced Drainage Systems, Inc. FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE INSTALLATION APP SiteASSIST IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM 1.STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. SC-740 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-740. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN D C B A 12" (300 mm) MIN 12" (300 mm) TYP51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 4) SUBGRADE SOILS (SEE NOTE 3) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. CATCH BASIN OR MANHOLE SC-740 ISOLATOR ROW PLUS DETAIL NTS STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES COVER ENTIRE ISOLATOR ROW PLUS WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER OPTIONAL INSPECTION PORT SC-740 END CAP INLET PIPE ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SUMP DEPTH WITH 2" PERFORATED HOLES AT 1.0' O.C. NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs.(33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS SC-740 TECHNICAL SPECIFICATION NTS BUILD ROW IN THIS DIRECTION OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH A A C B 51.0" (1295 mm) 30.0" (762 mm) 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) PART #STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)--- SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)--- SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)--- SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)--- SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)--- SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)--- SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm) SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) SC740EPE24BR*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B/SC740EPE24BR ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B/SC740EPE24BR THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE-CORED END CAPS END WITH "PC" 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 STRAW WATTLE 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 THIS 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. CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS BEST MANAGEMENT PRACTICES ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-24 1V = 8H OUTHOUSE SWPPP SIGN SWPPP PROJECT: CONTRACTOR: PLAN LOCATION: ONSITE CONTACT: PRELIMINARY NOT FOR CONSTRUCTION STAGING AREA MATERIAL STORAGE AREA SEDIMENTATION AREA CONCRETE WASHOUT SWPPP PROJECT: CONTRACTOR: PLAN LOCATION: ONSITE CONTACT: OUTHOUSE NOTES: TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH & BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OAK OR HICKORY. 100' M I N I M U M E X C E P T 5 0 ' M I N I M U M F O R PROJE C T S I T E S O F L E S S T H A N 1 A C R E PROPOSED SIDEWALK 3"-4" TOP DRESSING OF 2" STONE 6"-8" COMPACTED. FRACTURED STONE. 3' MAX. 2-3 4" BOLTS COMPACTED BACK FILL AROUND POST NOTES: 1. MAILBOX SHALL CONTAIN AT ALL TIMES: A) CITY APPROVED CONSTRUCTION PLANS B) DEQ APPROVED CONSTRUCTION PLANS C) ANY SITE INSPECTON FORMS 2. MAILBOX SHALL BE LOCKED AT ALL TIMES PRESSURE TREATED 2 x 6 4 x 4 POST 4 x 4 POST POST "NPDES" PERMIT 1112" 1312" 2312" 4' 24" MIN. 4' 24" MIN. 12" MIN. 12" 6" EROSION EEL EROSION EEL EROSION EEL SILT FENCE TRUCK WASHOUT MAIL BOX STABILIZED CONSTRUCTION ENTRANCE CURB CUT TO BE INSTALLED FOR NEW SITE ENTRANCE CURB CUT TO BE INSTALLED FOR NEW SITE ENTRANCE TOTAL 9"-12" OF COMPACTED STONE SANDBAG SHALL BE INSTALLED IN FLOW LINE DOWNSTREAM OF CONSTRUCTION ENTRANCE WOOD POSTS 4'-0" MIN. LENGTH 2'-0" MIN. DEPTH IN GROUND GEOTEXTILE FABRIC ONLY BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL. ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS. NOT TO SCALE FLOW DIRE C T I O N SEE BALLAST DETAIL NOT TO SCALE BALLAST DETAIL NOT TO SCALE SLOPE ENTRANCE TO WASHOUT AREA FOR CONTAINMENT PURPOSES WASHOUT AREA MUST BE ENCLOSED W/ SILT FENCE PROVIDE BERM AROUND WASHOUT AREA EXCAVATE BOTTOM 1' TO PROVIDE LOWERED BOWL-LIKE AREA WASHOUT TO BE LINED WITH CLEAN ROCK OR RIP-RAP TO ACT AS FILTER AND EROSION CONTROL NOT TO SCALE THIS IS NOT A FULL SWPPP. OWNER OR CONTRACTOR IS RESPONSIBLE FOR A COMPLETE SWPPP CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS BEST MANAGEMENT DETAILS ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) C-25 1V = 8H PRELIMINARY NOT FOR CONSTRUCTION LOT 1 0.285 AC. LOT 2 0.279 AC. LOT 3 0.279 AC. LOT 4 0.278 AC. LOT 5 0.304 AC. LOT 6 0.302 AC. LOT 7 0.277 AC. LOT 8 0.299 AC. LOT 9 0.413 AC. LOT 10 0.287 AC. LOT 11 0.328 AC. LOT 1 0.318 AC. LOT 2 0.276 AC. LOT 3 0.279 AC. LOT 4 0.293 AC. LOT 5 0.281 AC. LOT 6 0.278 AC. LOT 7 0.276 AC.LOT 8 0.281 AC. LOT 9 0.282 AC. LOT 10 0.281 AC. LOT 11 0.292 AC. LOT 12 0.330 AC. LOT 1 0.308 AC. LOT 2 0.278 AC. LOT 3 0.278 AC. LOT 4 0.277 AC. LOT 5 0.386 AC. LOT 6 0.311 AC. LOT 7 0.278 AC. LOT 8 0.308 AC. LOT 9 0.341 AC. LOT 10 0.349 AC. LOT 11 0.290 AC. LOT 12 0.275 AC. LOT 13 0.275 AC. LOT 14 0.275 AC. LOT 15 0.275 AC. LOT 16 0.275 AC. LOT 17 0.275 AC. LOT 18 0.275 AC. LOT 19 0.275 AC. LOT 20 0.276 AC. LOT 21 0.278 AC. LOT 22 0.312 AC. LOT 23 0.695 AC. LOT 1 0.355 AC. LOT 2 0.257 AC. LOT 3 0.257 AC. LOT 4 0.257 AC. LOT 5 0.356 AC. LOT 6 0.356 AC. LOT 7 0.257 AC. LOT 8 0.257 AC. LOT 9 0.257 AC. LOT 10 0.356 AC. LOT 1 0.350 AC. LOT 2 0.292 AC.LOT 3 0.318 AC. LOT 5 0.306 AC. LOT 6 0.370 AC. LOT 7 0.294 AC. LOT 8 0.278 AC. LOT 4 0.362 AC. BLOCK 4 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 5 BLOCK 5 PRELIMINARY NOT FOR CONSTRUCTION PLANTING LEGEND TREES MALUS 'SPRING SNOW'SPRING SNOW CRABAPPLE (FRUITLESS)1.5" CAL.31 BOTANICAL NAME COMMON NAME SIZE QUANTITYICON SOD OR HYDROSEED (AT THE DISCRETION OF OWNER)0.150 ACRES INSTALL T-1 AT 30' O.C. ALONG S 7TH E S 7T H E INSTALL T-1 AT 30' O.C. ALONG S 7TH E LANDSCAPE NOTE: 1. TREES ARE TO BE INSTALLED ON EACH LOT AT 30' O.C. ALONG RIGHT OF WAY FRONTAGE. WILL BE INSTALLED POST ROAD CONSTRUCTION AND ACCEPTANCE, BUT PRIOR TO CERTIFICATES OF OCCUPANCY. CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BDJTKP SHEET NAME: PROJECT: LOCATION: 2022-041 DATEREVISIONS LANDSCAPE PLAN ALPINE HEIGHTS DIV 1 REXBURG, ID C-25 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TRAVIS PAYNE CONNECT ENGINEERING 208-881-0081 DATE:January 22, 2024 24" X 36" (ARCH D) L-1 1V = 8H L-1