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Home My WebLink AboutINFRASTRUCTURE PLAN - 7.21.2021 - 21-00558 - Rexburg Rowhouses - Units 51-99 (2)Date: Connect Engineering APPROVAL SIGNATURES: of DEVELOPMENT DRAWINGS FOR: STATE MAP SHEET NO. PLOT DATE: 7/21/2021 4:46 PM Date: The Civil Connection 1150 Hollipark Dr. Idaho Falls, ID 83401 208.881-0081 Date:Department of Environmental Quality C-1 C-8 REXBURG ROWHOUSE PHASE 3 REXBURG, ID REXBURG, ID PRELIMINARY FOR REVIEW ONLY SITE MAP VICINITY MAP REXBURG, ID PRINTING NOTE: DOCUMENT IS INTENDED TO BE PRINTED IN COLOR FOR GREATER CLARITY IN DESIGN INFORMATION. CONTACTS SITE PLAN CONTACT JOSHUA BALL, EIT IDAHO FALLS, IDAHO 83401 (208) 881-0081 PROJECT OWNER MIKE WADE MIKEW5353@GMAIL.COM (801) 809-9965 ARCHITECT JEFF LONARDO REXBURG, IDAHO 83440 (208) 701-0068 CA R L O W D R CA R L O W D R Sheet List Table Sheet Number Sheet Title C-1 COVER C-2 NOTES C-3 REFERENCE SHEET C-4 SITE PLAN C-5 GRADING PLAN C-6 BUILDING 3 PLAN & PROFILE C-7 BUILDING 4 PLAN & PROFILE C-8 DETAILS SHEET City Review July 16, 2021 CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-058 DATE:DATE: July 21, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 8 8 1 . 0 0 8 1 PRELIMINARY FOR REVIEW ONLY X:\00-Connect Engineering\00-Projects\2021 Projects\21-058 Rexburg Rowhouse Phase 3\dwg\Site Plan\21-039 Rexburg Rowhouse PACKAGE.dwg C-2 C-8 RE X B U R G R O W H O U S E P H A S E 3 NO T E S RE X B U R G , I D DEPARTMENT OF ENVIRONMENTAL QUALITY 900 N SKYLINE, SUITE B IDAHO FALLS, IDAHO 83402 (208) 528-2650 CONTACTS INTERMOUNTIAN GAS COMPANY 1527 HOLLIPARK DR IDAHO FALLS IDAHO, IDAHO 83401 (208) 542-6632 ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (888) 221-7070 CITY OF REXBURG 35 N 1ST E, REXBURG, ID 83440 (208) 359-3020 APPROVED BY ________________________DATE:____________ City of REXBURG STARLIGHT 1525 SHERRY DR. IDAHO FALLS, ID 83403 (208) 523-4567 GENERAL NOTES 1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and specifications set forth by the CITY OF REXBURG standard specifications and drawings, and and requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition. 2. All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth herein, whichever is more restrictive. 3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the local utility location center at least 48 hours before any excavation to request exact field locations of the utilities. 4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors, Subcontractors and/or Utility Contractors shall be present. 5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat. 6. The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area until the drainage improvements are in place and functioning. 7. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring, and security within and around the construction area. 8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the request of the agency and/or Engineer. 9. CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF REXBURG without the approval of the Project Engineer. 10. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval. 11. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job without the "Approved of Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also maintain a set of plans stamped with approval by the Department of Environmental Quality on site. 12. Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interior corners are verified to be in place. 13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction. 14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from the site. 15. All measures possible shall be taken to ensure erosion control with Best Management Practices. 16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer. 17. All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way. 18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction. 19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements. 20. CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that the site improvements meet or exceed standards and design as per the approved construction drawings. 21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc. 22. Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to do so may result in non-acceptance of the site by DEQ, Engineer, City etc. 23. A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECT ENGINEERING prior to the walk-thru. 24. A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the road right-of-way not shown on these improvement drawings. 25. Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OF REXBURG. 26 Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision. Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments will be reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance. 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. STREET SIGNING 1.All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of Uniform Traffic Control Devices (MUTCD) with the following exceptions: 1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed. 1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be retro-reflective. Standard colors are white legend and green background except private roads, which will have a blue background. 1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted. 1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background. 1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used. 1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign. 1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially accepted for maintenance by the CITY OF REXBURG. WATER NOTES 1. The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for Public Drinking Water Systems" and the current CITY OF REXBURG standard drawings and specifications. 2. The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall be in conformance with the manufacturer's recommendations as approved by the City Engineer. All work and materials must conform to current requirements of the CITY OF REXBURG. Water distribution mains shall be constructed with class 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP. 3. All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet per CITY OF REXBURG Std. Dwgs #600-1 and / or 600-3. Cap lines 15' inside property lines after installation of the water mains. The trenches shall be compacted to 95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected, flushed and bacteria tested before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services. 4. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pipe for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the crossing to prevent settling. 5. All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete thrust blocks as shown on CITY OF REXBURG 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 USED DATUM. 4. Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the engineer in the field during construction. 5. Contractor shall repave any existing paved streets disturbed during construction. 6. Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing pipes are damaged, the affected pipe will be replaced by the contractor. 7. The developer's engineer shall be present during all testing of the sewer construction. 8. Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project. 9. The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other pipe approved in the CITY OF REXBURG Standards. 10. All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF REXBURG. 11. Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor. All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall be contacted 24 hours prior to placing concrete collars. 12. The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and Specifications. 13. Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole base and/or manhole channel in order to insure a watertight seal. 14. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the crossing to prevent settling. 15. Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be constructed at a minimum grade of 1%. 16. Sewer service lines shall be 4" PVC and constructed to a point 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: DATE: OF SHEET SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-058 DATE:DATE: July 21, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 8 8 1 . 0 0 8 1 PRELIMINARY FOR REVIEW ONLY X:\00-Connect Engineering\00-Projects\2021 Projects\21-058 Rexburg Rowhouse Phase 3\dwg\Site Plan\21-039 Rexburg Rowhouse PACKAGE.dwg C-3 C-8 RE X B U R G R O W H O U S E P H A S E 3 RE F E R E N C E S H E E T RE X B U R G , I D 706-11 INSTALL 3" ROLLED CURB PER ISPWC SD-702 706-12 INSTALL 3" LIP DOWN ROLLED CURB PER DETAIL SHEET C-8 ACRONYMS FF SF TBC BOTTOMBTM SQUARE FEET TOP BACK OF CURB PC POINT OF CURVATURE PI POINT OF INTERSECTIONGB STA STATION R RIGHTLLEFT OFF OFFSET PVI POINT OF VERTICAL INTERSECTION INV IN INV OUT SSMH SANITARY SEWER MANHOLE FINISH FLOOR GRADE BREAK INVERT IN INVERT OUT CB STORM DRAIN CATCH BASIN SDMH STORM DRAIN MANHOLE LP LOW POINT HP HIGH POINT PUE PUBLIC UTILITY EASEMENT PUD PLANNED UNIT DEVELOPMENT NOTE: NOT ALL HATCHES, LINETYPES, REFERENCES, AND SYMBOLS ON THIS SHEET ARE INCLUDED IN THIS PLAN SET. LEGEND CATCH BASIN FIRE HYDRANT LIGHT POLE 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 COMMUNICATION LINES GAS SERVICE MAJOR CONTOUR MINOR CONTOUR CONCRETE SIDEWALK ASPHALT LANDSCAPING BUILDINGS LOT LINE STORM DRAIN MANHOLE STORM DRAIN LINE POWER POLE SANITARY SEWER MANHOLE POWER POLE STORM DRAIN MANHOLE STREET LIGHT FIRE HYDRANT VALVE ASPHALT CENTERLINE OF ROAD CATCH BASIN UNDERGROUND POWER CURB & GUTTER SANITARY SEWER LINE WATERLINE OVERHEAD POWER MAJOR CONTOUR MINOR CONTOUR UNDERGROUND POWER FENCE LINE STORM DRAIN LINE SANITARY SEWER SERVICE WATER SERVICE GRAVEL EXISTING PROPOSED COMMUNICATION LINES GAS SERVICE STOP SIGN STOP SIGN 100-1 RETAIN AND PROTECT 403-1 FIRE HYDRANT-DETAIL ISPWC SD-404 200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH PER ISPWC SD - 306 401-8 INSTALL 8" DI C-50 WATER PIPE @ 5' MINIMUM COVER ISPWC 401-6 INSTALL 6" DI C-50 WATER PIPE @ 5' MINIMUM COVER PER ISPWC 401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-6 INSTALL 6" WATER VALVE PER ISPWC SD - 406 404-1.5 INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDING METER PER CITY OF REXBURG SD-402 501-8 INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. 502-1 INSTALL 4' SS MH TYPE A PER ISPWC SD-501 504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPE TO EASEMENT PER ISPWC SD-511 601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE 602-1 INSTALL INFILTRATION MANHOLE PER DETAIL ON SHEET C-8 602-2 INSTALL CATCH BASIN TYPE I PER CITY OF REXBURG STANDARD DRAWINGS SHEET 16 706-1 INSTALL 6" VERTICAL CURB AND GUTTER PER ISPWC SD-701 706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES PER ISPWC SD-712 706-S2 INSTALL INTEGRAL CONCRETE SIDE WALK PER DETAIL SHEET C-8 401-8.6 INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWC SD - 403 706-V1 INSTALL VALLEY GUTTER PER ISPWC SD-708 706-3 INSTALL 6" CURB AND GUTTER PER CITY OF REXBURG STANDARD DRAWINGS SHEET 7 706-D1 INSTALL CURB DRAIN PER ISPWC SD-715 602-10 INSTALL SD MANHOLE TYPE A WITH REGULAR LID PER ISPWC SD-612 RETAIN AND PROTECT EARTHWORK WATER 401-10 INSTALL 10" DI C-50 WATER PIPE @ 5' MINIMUM COVER ISPWC 401-12 INSTALL 12" DI C-50 WATER PIPE @ 5' MINIMUM COVER ISPWC 401-6.90 INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.11 INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.22 INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.45 INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.11 INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.22 INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.45 INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 402-8 INSTALL 8" WATER VALVE PER ISPWC SD - 406 402-12 INSTALL 12" WATER VALVE PER ISPWC SD - 406 404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER PER CITY OF REXBURG STANDARD DRAWINGS SHEET 13. SEWER 501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN. STORM CONCRETE 505-6 INSTALL 6" C-900 PRESSURIZED SANITARY SEWER 1102-1 INSTALL STREET LIGHT 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 CITY OF REXBURG SD-402 706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER REXBURG STANDARD DRAWINGS SHEET 7 706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 REFERENCES 506-6.90 INSTALL 6" 90° PRESSURE SEWER BEND WITH THRUST BLOCK PER ISPWC SD - 403 706-A3 INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ISPWC SD-710 706-A2 INSTALL CONCRETE DRIVEWAY WITH SIDEWALK AROUND APPROACH PER ISPWC SD-710A 706-A4 INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC SD-710C 706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES PER ISPWC SD-712 706-ST1 INSTALL CONCRETE STEPS PER ISPWC SD-713 502-2 INSTALL 4' SS MH TYPE B PER ISPWC SD-502 602-4 INSTALL CATCH BASIN TYPE Il PER ISPWC SD-602 602-5 INSTALL CATCH BASIN TYPE Ill PER ISPWC SD-603 602-6 INSTALL CATCH BASIN TYPE IV PER ISPWC SD-604 602-7 INSTALL CATCH BASIN TYPE V PER ISPWC SD-605 602-8 INSTALL SD MH TYPE A PER ISPWC SD-612 602-9 INSTALL SD MH TYPE B PER ISPWC SD-613 706-4 INSTALL STANDARD 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 706-2 INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A 404-0 INSTALL 3/4" WATER SERVICE WITH METER PIT INCLUDING METER PER CITY OF REXBURG STANDARD DRAWINGS SHEET 13 707-1 INSTALL CURB TERMINUS PER ISPWC SD-707 ELEC MECH ELEC MECH VAN VAN N0 ° 1 5 ' 2 7 " W 28 7 . 5 1 ' N89° 31' 34"E 389.86' S0 ° 0 9 ' 2 2 " E 29 0 . 9 6 ' N89° 58' 02"W 389.35' SITE PLAN FOR: REXBURG ROWHOUSE PHASE 3 FIRE CODE NOTE: D103.6.1 ROADS 20 TO 26 FEET IN WIDTH. FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL BE POSTED ON BOTH SIDES OF THE FIRE APPARATUS ACCESS ROADS THAT ARE 20 26 FEET WIDE (6096 TO 7925 MM) SURVEY NOTE: This site plan conforms to an actual survey that was performed on the ground by a licensed land surveyor in and for the State of Idaho. It is the owner’s responsibility to construct all structures shown on this site plan in accordance with said survey. GENERAL NOTE: ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE STANDARD CITY OF REXBURG ENGINEERING DRAWINGS. APPROVED BY ________________________DATE:____________ City of REXBURG CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-058 DATE:DATE: July 21, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 8 8 1 . 0 0 8 1 PRELIMINARY FOR REVIEW ONLY X:\00-Connect Engineering\00-Projects\2021 Projects\21-058 Rexburg Rowhouse Phase 3\dwg\Site Plan\21-039 Rexburg Rowhouse PACKAGE.dwg C-4 C-8 RE X B U R G R O W H O U S E P H A S E 3 SI T E P L A N RE X B U R G , I D CURB AND SIDEWALK TO BE INSTALLED BY OTHERS AREA: 112,384.8 SQ FT (2.58 ACRES) LANDSCAPE: 36,838 SQ FT (33% OF TOTAL) (LANDSCAPE DESIGN BY OTHERS) BUILDINGS: 2 (49 UNITS) (SEE ARCHITECTURAL FOR DETAILS) PARKING: REQUIRED: 98 (2 PER UNIT) PROPOSED: 100 (4 ADA STALLS) SITE NOTES: E 7TH N E 7TH N IMPROVEMENTS NOTE: ALL IMPROVEMENTS INSIDE THE RIGHT OF WAY OF E 7TH N WILL BE PERFORMED BY THE CITY OF REXBURG OTHER THAN THE COMMERCIAL APPROACHES. FIRE ACCESS ROAD STORM RETENTION PROPOSED SNOW STORAGE AREA UTILITY: See electrical plans for all dry utilities. 8.00' 2.00' 9.00' TYP. 24.00' TYP. 24.00' 24.00' 24.00' 20.00' FIRE ACCESS 30.0' RADIUS 20.00' FIRE ACCESS 20.60' 5.00' LANDSCAPE BUFFER 15.00' FIRE SETBACK 8.00' 2.00' 5.00' 5.00' 9.00' TYP. 9.00' TYP. 9.00' TYP. 24.00' TYP. 38 16 10 36 5.20' LANDSCAPE BUFFER 5.0' LANDSCAPE BUFFER 8.40' LANDSCAPE BUFFER 358.30' 344.30' 39.20' 39.20' 24.00' 15.00' EXISTING P.U.E 10.00' EXISTING P.U.E. SEE TRASH ENCLOSURE WALL DETAIL SHEET C-8INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STD INSTALL ADA STALL PER DETAIL SHEET C-9 INSTALL ADA STALL PER DETAIL SHEET C-8 INSTALL ADA STALL PER DETAIL SHEET C-9 INSTALL ADA STALL PER DETAIL SHEET C-8 SEE TRASH ENCLOSURE WALL DETAIL SHEET C-8 INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STD SEE DETAIL ON SHEET C-8 SEE DETAIL ON SHEET C-8 BUILDING 4 BUILDING 3 BUILDING 2 SEE PHASE 1 & 2 FOR DETAILS BUILDING 1 SEE PHASE 1 & 2 FOR DETAILS 34.50' 36.80' 20.00' 20.00' 25.50' APPROX. 120' TO FIRE HYDRANT ON E 7TH N ELEC MECH ELEC MECH VAN VAN 4873.64 TBC-PC 4873.14 TBC-PC 4874.23 TBC-PC 4873.04 TBC-PC 4872.76 TBC-PC 4872.98 TBC-PC 4872.98 TBC-PC 4872.76 TBC-PC 4873.62 TBC-MATCH 4872.97 TBC-PC 4873.62 TBC-PC 4873.68 TBC-MATCH 4873.20 TBC-MATCH 4873.30 TBC END 4872.62 TBC END 4871.26 TBC-PI 4870.50 TBC-LP 4872.84 TBC END 4872.92 TBC END 4871.41 GRATE 4873.73 FSW 4873.73 FSW 4873.73 FSW 4872.88 EOC 4872.88 EOC 4873.81 TBC END 4873.81 TBC END 4872.39 TBC-MATCH 4875.02 TBC-PC 4874.69 TBC-PC 4874.26 TBC-PI 4875.25 TBC-MATCH 4873.95 TBC-MATCH 4874.06 TBC-PC 4873.25 TBC-PC 4873.29 TBC-PC 4873.21 TBC END 4873.17 EOC 4873.17 EOC 4873.13 TBC END 4873.47 TBC-PC 4873.43 TBC-PC 4873.20 TBC-LP 4873.72 TBC-PC 4873.64 TBC-PC 4873.02 TBC-LP 4873.83 TBC-PI 4873.48 TBC-PI 4875.28 TBC END 4875.26 TBC END 4875.38 FF 4875.21 FSW 4875.20 FSW 4875.20 FSW -4 . 9 4 % - 4 . 8 8 % -3 . 4 2 % -3 . 3 8 % - 2 . 1 4 % - 4 . 0 5 % -2 . 2 6 % -2 . 5 1 % -2 . 1 1 % - 2 . 1 7 % - 3 . 4 1 % -4 . 9 9 % -4 . 9 1 % -4 . 5 0 % -1 . 8 6 % -0 . 6 0 % -1 . 1 0 % 1. 1 4 % -2 . 0 0 % -0.36% -2 . 0 0 % -1 . 7 6 % -2 . 0 1 % -2 . 1 0 % -5.00% -2 . 0 0 % -4 . 6 2 % -0.39% -1.58% 1. 5 8 % 1. 5 1 % -2 . 0 0 % 2. 0 0 % 1.80%-1.51%1.01%-1.80% -1.47%1.32%-0.84%1.03% -2 . 0 0 % -2 . 0 0 % -2 . 0 0 % -6.13% -3.82% -2 3 . 5 0 % -2 1 . 4 9 % -8 . 4 7 % - 2 3 . 4 6 % -2 3 . 4 4 % -24.75% 4870.00 BTM 4870.00 BTM -2 3 . 4 1 % -1 . 0 3 % -1.13% -0.40% - 4 . 6 8 % -3 . 8 7 % -3 . 8 9 % - 4 . 7 9 % -21.55% -23.20% -6 . 1 9 % -3 . 8 2 % 4873.90 FF -2.30% -2 . 0 0 % -2 . 0 1 % 4874.85 GB 4874.85 GB -3.1 4 % -1 4 . 6 7 % -4.97% -1 . 9 9 % -3 . 3 1 % - 4 . 8 3 % -2 . 3 3 % - 4 . 9 9 % 4872 4873 4871 4871 48 7 1 487 2 4873 4873 4873 4870 4871 4871 4872 4872 48 7 2 48704870 4871 4872 4870 48 7 2 4872 4872 4873 4873 4874 4874 4875 4875 4875 4875 4875 48 7 4 48 7 3 487 2 487 2 48 7 1 4873 4873 4874 4874 4873 487 4 4 8 7 4 4872.35 TOP 4872.35 TOP 4872.01 TOP 4872.35 TOP 4872.35 TOP 4872.35 TOP 4871.80 EOA-PC 4872.88 EOA-PC 4871.20 EOA-LP 4872.88 TBC-LP 4872.84 TBC-LP 4873.11 TBC-PI 4873.23 TBC-PI -2 . 0 0 % 4875.09 TBC-PC -4. 1 9 % 4874.90 GB 4874.70 GB -2 . 0 0 % 1. 8 5 % -0.43% 4872.70 CC 4873.23 CC 4872.56 CC 4872.29 CC 4872.82 CC 4873.06 CC 4872.46 CC 4872.73 CC 4872.35 EOA-PC 4873.12 EOA-PC 4873.36 GB 4873.38 GB 4873.36 GB 4873.45 GB ELEC MECH ELEC MECH 100-1 RETAIN AND PROTECT SEE SHEET 3 FOR MORE INFORMATION SEE SHEET 3 FOR MORE INFORMATION CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-058 DATE:DATE: July 21, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 8 8 1 . 0 0 8 1 PRELIMINARY FOR REVIEW ONLY X:\00-Connect Engineering\00-Projects\2021 Projects\21-058 Rexburg Rowhouse Phase 3\dwg\Site Plan\21-039 Rexburg Rowhouse PACKAGE.dwg C-5 C-8 RE X B U R G R O W H O U S E P H A S E 3 GR A D I N G P L A N RE X B U R G , I D WATERSHED 1 APPROVED BY ________________________DATE:____________ City of REXBURG E 7TH N WATERSHED AREA 1 (CENTER POND): AREA: 7,218 SF VOL REQ: 7,907 CU FT VOL PROP: 11,234 CU FT WATERSHED AREA 2 (FIRE LANE): AREA: 22,053 SF VOL REQ: 2,389 CU FT VOL PROP: 2,578 CU FT WATERSHED AREA 3 (ESTIMATED TO ENTER CITY STORM SYSTEM): AREA: 4,100 SF VOL PROP: 445 CU FT STORM WATER REQUIREMENTS WATERSHED 2 WA T E R S H E D 3 WATERSHED AREAS 100-1 100-1 100-1 100-1 100-1 100-1 100-1 100-1 ELEC MECH VAN 3+ 0 0 3+ 7 4 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 3+54 0+27 0+00 SD MH-1 602-10 SD CB-1 602-2 401-8 403-1 401-8-6 501-8 SS MH-6502-1 SS MH-1 401-8 601-12 DATUM ELEV 4860.00 4864 4868 4872 0+00 48 6 9 . 9 48 6 9 . 9 0 0+50 48 6 9 . 7 48 6 9 . 7 4 1+00 48 7 0 . 0 48 7 0 . 0 4 1+50 48 7 0 . 3 48 7 0 . 3 0 2+00 48 7 0 . 6 48 7 0 . 5 9 2+50 48 7 0 . 8 48 7 0 . 7 6 3+00 48 7 0 . 9 48 7 0 . 9 3 3+50 48 7 1 . 1 48 7 1 . 1 5 4+00 48 7 1 . 3 48 7 1 . 2 5 SS MH-5 GRATE:4874.44 E INV OUT:4864.16 SS MH-2 GRATE:4874.74 E INV IN:4861.83 W INV IN:4861.83 S INV IN:4861.83 N INV OUT:4861.73 Install 359' of 8" PVC SDR-35 San. Pipe @ 0.61% DATUM ELEV 4862.00 4864 4868 4872 0+00 48 6 9 . 6 48 6 9 . 5 7 0+50 48 6 9 . 7 48 6 9 . 6 6 1+00 48 7 0 . 1 48 7 0 . 0 8 1+50 48 7 0 . 4 48 7 0 . 3 8 2+00 48 7 0 . 7 48 7 0 . 6 6 2+50 48 7 0 . 8 48 7 0 . 8 1 3+00 48 7 1 . 1 48 7 1 . 1 2 3+50 48 7 1 . 7 48 7 1 . 7 0 Install 2' of 6" DI C-50 WATER Pipe @ 6' Min Cover Install 4' of 12" ADS N 12 Storm Pipe @ 0.22%Install 4' of 12" ADS N 12 Storm Pipe @ 0.22% SD MH-1 GRATE:4870.97 S INV IN:4866.13 E INV OUT:4866.03 W INV OUT:4866.03 Install 338' of 8" DI C-50 WATER Pipe @ 5' Min Cover Appurtenance - (39) Flange: 4872.70' Station: 3+32.04 Offset: 362.781 SD CB-1 GRATE:4870.27 N INV OUT:4866.16 706-11 3" ROLLED CURB 706-S1 CONCRETE SIDEWALK 401-6 6" WATER MAIN 401-8 8" WATER MAIN 403-1 FIRE HYDRANT ASSEMBLY 501-8 8" SEWER MAIN 502-1 SEWER MANHOLE 504-4 4" SEWER SERVICE 601-12 12" STORM MAIN 602-2 STORM MAIN CATCH BASIN 404-0 3/4" WATER SERVICE 401-8-6 8"- 6" REDUCER SEE SHEET 3 FOR MORE INFORMATION SEE SHEET 3 FOR MORE INFORMATION 706-D1 CURB DRAIN 706-12 3" LIP DOWN ROLLED CURB 706-R1 PEDESTRIAN RAMP 707-1 CURB TERMINUS 602-10 STORM MAIN MANHOLE 1+ 0 0 2+ 0 0 0+27 0+00 SD MH-1 602-10 4870.50 TBC-LP SD CB-1 602-2 4871.20 EOA-LP 401-8 601-12 DATUM ELEV 4862.00 4864 4868 4872 0+00 48 7 0 . 4 48 7 0 . 4 4 0+26.90 48 7 0 . 4 48 7 0 . 4 4 SD MH-1 GRATE:4870.97 S INV IN:4866.13 E INV OUT:4866.03 W INV OUT:4866.03 SD CB-1 GRATE:4870.27 N INV OUT:4866.16 Install 15' of 12" ADS N 12 Storm Pipe @ 0.22% CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-058 DATE:DATE: July 21, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 8 8 1 . 0 0 8 1 PRELIMINARY FOR REVIEW ONLY X:\00-Connect Engineering\00-Projects\2021 Projects\21-058 Rexburg Rowhouse Phase 3\dwg\Site Plan\21-039 Rexburg Rowhouse PACKAGE.dwg C-6 C-8 RE X B U R G R O W H O U S E P H A S E 3 BU I L D I N G 3 P L A N & P R O F I L E RE X B U R G , I D INSTALL INFILTRATION DRAIN AS PER REXBURG SD B-11 EXISTING WATER CROSSING EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE 404-0 504-4 NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. IF MANHOLES ARE IN AN ASPHALT PAVED AREA THE COLLARS ARE TO BE ASPHALT COLLARS 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ASSUMED TOP OF FOUNDATION WALL IS FINISHED FLOOR, CONTRACTOR TO NOTIFY ENGINEER IF DIFFERENT. APPROVED BY ________________________DATE:____________ City of REXBURG 504-4 404-0 404-0 BUILDING 3 PLAN VIEW BUILDING 3 PROFILE VIEW 10' VERTICAL EXAGGERATION 707-1 707-1 707-1 CONNECT TO INFILTRATOR SYSTEM SEE DETAIL SHEET FOR DIMENSIONS CONNECT TO INFILTRATOR SYSTEM SEE DETAIL SHEET FOR DIMENSIONS INSTALL INFILTRATION DRAIN AS PER REXBURG SD B-11 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 INSTALL CATCH BASIN GRATE RAISE AS NEEDED TO FLOW LINE 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 CONNECT TO INFILTRATOR SYSTEM SEE DETAIL SHEET FOR DIMENSIONS TIE INTO EXISTING WATER LINE FIRE LANE PROFILE VIEW 10' VERTICAL EXAGGERATION FIRE LANE PLAN VIEW 707-1 707-1 707-1 706-S1 706-R1 706-R1 706-D1 706-D1 706-11 706-11 706-12 706-11 706-11 706-11 706-11 706-12 706-11 EXISTING GRADE PROPOSED GRADE TIE INTO EXISTING SEWER STUB 706-D1 706-D1 BUILDING 3 ELEC MECH VAN 1+ 0 0 2+ 0 0 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 3+77 SS MH-5 501-8 502-1 SS MH-2 401-8401-8 DATUM ELEV 4860.00 4864 4868 4872 0+00 48 7 0 . 0 48 6 9 . 9 6 0+50 48 6 9 . 7 48 6 9 . 6 6 1+00 48 7 0 . 0 48 6 9 . 9 5 1+50 48 7 0 . 2 48 7 0 . 2 1 2+00 48 7 0 . 5 48 7 0 . 4 7 2+50 48 7 0 . 7 48 7 0 . 6 8 3+00 48 7 1 . 0 48 7 0 . 9 7 3+50 48 7 1 . 1 48 7 1 . 0 9 4+00 48 7 1 . 2 48 7 1 . 2 1 SS MH-1 GRATE:4874.03 E INV IN:4862.23 W INV IN:4862.23 N INV OUT:4862.13 SS MH-6 GRATE:4868.08 E INV OUT:4864.56 Install 349' of 8" PVC SDR- 3 5 S a n . P i p e @ 0 . 6 2 % DATUM ELEV 4864.00 4868 4872 4876 0+00 48 6 9 . 5 48 6 9 . 5 1 0+50 48 6 9 . 9 48 6 9 . 9 0 1+00 48 7 0 . 2 48 7 0 . 1 9 1+50 48 7 0 . 4 48 7 0 . 3 5 2+00 48 7 0 . 6 48 7 0 . 5 5 2+50 48 7 0 . 6 48 7 0 . 6 4 3+00 48 7 0 . 9 48 7 0 . 8 7 3+50 48 7 1 . 3 48 7 1 . 2 7 3+76.60 48 7 1 . 2 48 7 1 . 1 6 Install 369' of 8" DI C-50 WATER Pipe @ 5' Min Cover 706-11 3" ROLLED CURB 706-S1 CONCRETE SIDEWALK 401-8 8" WATER MAIN 501-8 8" SEWER MAIN 502-1 SEWER MANHOLE 504-4 4" SEWER SERVICE 404-0 3/4" WATER SERVICE SEE SHEET 3 FOR MORE INFORMATION SEE SHEET 3 FOR MORE INFORMATION 706-D1 CURB DRAIN 706-12 3" LIP DOWN ROLLED CURB 706-R1 PEDESTRIAN RAMP 707-1 CURB TERMINUS CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-058 DATE:DATE: July 21, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 8 8 1 . 0 0 8 1 PRELIMINARY FOR REVIEW ONLY X:\00-Connect Engineering\00-Projects\2021 Projects\21-058 Rexburg Rowhouse Phase 3\dwg\Site Plan\21-039 Rexburg Rowhouse PACKAGE.dwg C-7 C-8 RE X B U R G R O W H O U S E P H A S E 3 BU I L D I N G 4 P L A N & P R O F I L E RE X B U R G , I D TIE INTO EXISTING STUB EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE 404-0 404-0 504-4 504-4 NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. IF MANHOLES ARE IN AN ASPHALT PAVED AREA THE COLLARS ARE TO BE ASPHALT COLLARS 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ASSUMED TOP OF FOUNDATION WALL IS FINISHED FLOOR, CONTRACTOR TO NOTIFY ENGINEER IF DIFFERENT. APPROVED BY ________________________DATE:____________ City of REXBURG BUILDING 4 PLAN VIEW BUILDING 4 PROFILE VIEW 10' VERTICAL EXAGGERATION E 7TH N 707-1 707-1 EXISTING WATER CROSSING TIE INTO EXISTING STUB CONNECT INTO EXISTING MAIN FIELD VERIFY EXISTING PIPE SIZE AND DEPTH 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 706-R1 706-R1 706-11706-D1706-D1 706-11706-12706-11 706-11 706-D1 706-D1 706-S1 707-1 BUILDING 4 TIE INTO EXISTING MAIN WERIFY EXISTING PIPE SIZE AND DEPTH CIVIL - TRASH ENCLOSURE NTS PRECAST CONC.CAP 3/4" SLOPED CONCRETE CAP STAINLESS STEEL METAL FLASHING UNDER CAP #5 HORIZONTAL H-BLOCK BOND BEAM-GROUT SOLD #5 BARS AT 16" O.C. (ALL LAPS TO BE 30") #5 HORIZONTAL H-BLOCK BOND BEAM-GROUT SOLD 8X8X16 CMU ON NORTH & EAST EXPOSED WALLS 1/2" EXPANSION MATERIAL TYPE F1 JOINT FILLER W/ SEALANT #5 BARS AT 16" O.C. 6.00' TYPICAL UNLESS OTHERWISE INDICATED ON PLANS (2) #5 BARS CONT. FOUNDATION AS REQUIRED (MIN. SHOWN) FROST DEPTH HORIZONTAL MASONRY JOINT REINFORCING AT 16" O.C. 2.00' 1.00' 11 1/8" 7" PIN CAP. SEAL AND GROUT. 2 PINS PER CAP SECTION SCALE: WELDED STEEL TUBE CAP (TYP.) ADA RESERVED PARKING SIGN IN STALLS SO INDICATED ON SITE PLAN VAN ACCESSIBLE SIGN IN STALLS SO INDICATED ON SITE PLAN WELDED STEEL TUBE CAP RESERVED PARKING HANDICAPPED ACCESSIBLE PARKING SIGN TYPICAL NOTE: 1. FASTEN SIGN TO SIGNAGE POST WITH (6) STAINLESS STEEL SELF TAPPING SCREWS 2. SIGN COLOR TO MEET ADA & USU STANDARDS. VAN ACCESSIBLE LANDSCAPE AREA SEE PLAN PLAN HSS 8"x 2"x 3/16" SIGNAGE POST POWDER COATED WHITE TYPICAL ALL POSTS SIGN LAWN 1'-6" DIA. SIDE VIEW ADA PARKING SIGNAGE 8" ANCHOR BAR THROUGH TUBING SLEEVE 15" ANCHOR BAR THROUGH TUBING SLEEVE EXPANSION JOINT SIDEWALK HSS 8"x 2"x 3/16" SIGNAGE POST CONCRETE APRON FOOTING 2. 0 0 3' - 0 " 4. 0 0 5' - 0 " 18 . 0 0 FR O M F L O W - L I N E O F C U R B 0. 2 5 5' - 0 " FR O M F L O W - L I N E O F C U R B 18 . 0 0 NTSSCALE: 4. 2 5 ' 6. 2 5 ' PART TYPE PREFABRICATED END CAP NYLOPLAST (INLET W/ ISO PLUS ROW) ITEM ON LAYOUT A B 30" DIAMETER (24.00" SUMP MIN) DESCRIPTION *INVERT ABOVE BASE OF CHAMBER INVERT* MAX FLOW 24" BOTTOM PREFABRICATED END CAP, PART#: SC740EPE24BR / TYP OF ALL 24" ISOLATOR ROW PLUS CONNECTIONS 0.10" 103.23' 101.23' B A CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-058 DATE:DATE: July 21, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 11 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 20 8 . 8 8 1 . 0 0 8 1 PRELIMINARY FOR REVIEW ONLY X:\00-Connect Engineering\00-Projects\2021 Projects\21-058 Rexburg Rowhouse Phase 3\dwg\Site Plan\21-039 Rexburg Rowhouse PACKAGE.dwg C-8 C-8 RE X B U R G R O W H O U S E P H A S E 3 DE T A I L S S H E E T RE X B U R G , I D APPROVED BY ________________________DATE:____________ City of REXBURG 3" LIP DOWN ROLLED CURB SCALE 1'=1" 2.00' 6" R1.30' R1/2"3-1/4" 1" 4" 3" SIDEWALK 6" 8" 0.50% SLOPE 8" THICK CONCRETE CURB 8"7" 4" THICK CONCRETE SLAB FOR TRASH ENCLOSURE 4" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 10" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 2.5" DEPTH ASPHALT PLANT MIX TYPICAL PARKING LOT SECTION: 3" OF TOPSOIL SEE LANDSCAPE PLAN FOR DETAILS LANDSCAPE ROCK 1.00' 2.00' 0.80' 2.00' 5.00' 4" OF CONCRETE SIDEWALK PROPOSED BUILDING 4" OF CONCRETE SIDEWALK 2% SLOPE 4" OF 3/4" OF CRUSHED AGGREGATE 4" OF 3/4" OF CRUSHED AGGREGATE AS P H A L T SE C T I O N FRONT OF THE BUILDING TYPICAL SECTION NTS SCALE REFER TO CITY OF REXBURG STANDARD DRAWINGS