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HomeMy WebLinkAboutSTREET PLANS 5/9/19 - N 7th E & Stonebridge St - Centennial TownhomesROtINtIARY i I t - I r B C) !k N E R r t i I t t f K0O'7E:.1JR1' t 1 t SHOSHONEI"'` 1 Bt NL Yr Art \`*•. t r T �_•, LATAH \` ' fcLEARWATEq r r • r l f i A H U \ r r - I , 1 L E M H 1 1 t At7AM!i � CI r � 1 t/ V A L L E Y i%ASHINGTONFREMONI C L A R K ! ' C U 5 r E R 1 , tF'wvC riE '- i REXBURG IDAHO 1 GEM • H O t S F' �\ .• n;: r S ON' Y LION P . CAN rGN i• � B U Y t E ,, ,,. r t tBOISE e A O A CAMAS fi L :. I N E �• ._� -� BC)NNEVR.LF I E L M O R E, l T B t N G R A M ' r , P 1^_ GOOUt Ni. L I N C O L N ,I POWER ' r > VV y H E E C+1 L 1Ol ' r I i ' TWIN FALUS � C A S$ I A ONE#UA L STATE MAP DEVELOPMENT DRAWINGS FOR: N 7TH EAST AND STONEBRIDGE STREET REXBURG, ID c r. '9 •` � t to r h: "W Ill' Ri%'®'i �: a •e'. •i.Q .,v i YYp r� r g• � h� 401 wt Wx ik , �44, _ q - ! 2t� 7 +►t Ara T:? 13 ...t„ 06 ` bEr r (rL14it lei vir.IMITY KAAP ", The Civil Connection 1150 Hollipark Dr. Idaho Falls, ID 83401 208.681.8590 Sheet List Table �6L _ Sheet Title 1 COVER SHEET 2 NOTES SHEET < t 7J5 ■ HORIZONTAL CONTROL SHEET S 7TH EAST STA 9+75 TO 13+50 5 6 S 7TH EAST STA 13+00 TO 16+00 7 i 8 STONEBRIDGE STREET STA 1+00 TO 5+00 9 STONEBRIDGE STREET STA 5+00 TO 8+00 10 STORM WATER POLLUTION AND PREVENTION 11 STORM WATER POLLUTION PREVENTION DETAILS i YYp r� r g• � h� 401 wt Wx ik , �44, _ q - ! 2t� 7 +►t Ara T:? 13 ...t„ 06 ` bEr r (rL14it lei vir.IMITY KAAP ", The Civil Connection 1150 Hollipark Dr. Idaho Falls, ID 83401 208.681.8590 SITE MAP m A 1 Sheet List Table Sheet Number _ Sheet Title 1 COVER SHEET 2 NOTES SHEET < 3 CITY OF REXBURG INFILTRATOR DETAIL ` ` 4 HORIZONTAL CONTROL SHEET S 7TH EAST STA 9+75 TO 13+50 5 6 S 7TH EAST STA 13+00 TO 16+00 7 S 7TH EAST STA 16+00 TO 19+15 8 STONEBRIDGE STREET STA 1+00 TO 5+00 9 STONEBRIDGE STREET STA 5+00 TO 8+00 10 STORM WATER POLLUTION AND PREVENTION 11 STORM WATER POLLUTION PREVENTION DETAILS SITE MAP m A 1 a Sy' r N 7V t V SITE MAP m A 1 PLOT DATE: 5/9/2019 9:19 AM �IN N 7V V PLOT DATE: 5/9/2019 9:19 AM 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. 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. SEWER NOTES 1. Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the construction schedule. 2 All existing utility locations and depths are approximate and shall be verified by the contractor. 3. All elevations are based on the USED DATUM. 4. Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the engineer in the field during construction. 5. Contractor shall repave any existing paved streets disturbed during construction. 6. Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing pipes are damaged, the affected pipe will be replaced by the contractor. 7. The developer's engineer shall be present during all testing of the sewer construction. 8. Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project. 9. The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other pipe approved in the CITY OF REXBURG Standards. 10. All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF REXBURG. 11. Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor. All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall be contacted 24 hours prior to placing concrete collars. 12. The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and Specifications. 13. Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole base and/or manhole channel in order to insure a watertight seal. 14. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non -Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non -potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non -potable pipeline the non -potable pipeline must also be supported through the crossing to prevent settling. 15. Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be constructed at a minimum grade of 1%. 16. Sewer service lines shall be 4" PVC and constructed to a point 5' from building foundation as shown. Except where otherwise located, the sewer service lines shall be constructed as shown on plan. 17. The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet. 18. Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in advance of construction. 19. Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The dewatering method shall be discussed with the engineer and approved prior to construction. Ditches and storm drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original state. 20. Contractor shall locate and protect all underground utilities during construction. 21. The developer shall test the compaction of the sewer pipeline bedding in accordance with the the ISPWC specifications, and will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to schedule the tests, backfilling, and pipe laying operation. 22. After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer system. The developer's engineer shall be present to witness the test. The contractor shall contact the engineer 24 hours prior to testing. City of REXBURG requires low pressure air or hydrostatic testing, mandrel, and CCN 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. 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. APPROVED BY City of REXBURG DATE: WATER NOTES 1. The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for Public Drinking Water Systems" and the current CITY OF REXBURG standard drawings and specifications. 2. The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall be in conformance with the manufacturer's recommendations as approved by the City Engineer. All work and materials must conform to current requirements of the CITY OF REXBURG. Water distribution mains shall be constructed with class 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP. 3. All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet per City of REXBURG std. Detail sheet 13. Cap lines 15' inside property lines after installation of the water mains. The trenches shall be compacted to 95% of maximum density to prevent further settlement. All mains shall be leak -tested, disinfected, flushed and bacteria tested before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services. 4. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water main, the sewer line crossing shall be either: a. Non -Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or b. Sleeve non -potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing. Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement is not allowed as a substitute for sleeving. If potable pipeline is below non -potable pipeline, the non -potable pipeline must also be supported through the crossing to prevent settling. 5. All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete thrust blocks as shown on ISPWC std. dwgs. 6. CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire hydrants, and service connections. 7. Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade. 8. The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade. 9. Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less. 10. The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation. 11. The developer's engineer shall be present during all testing of the water line. 12. The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet. 13. The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of 5 -foot cover for water lines water systems and disinfection specifications shall be kept. 14. Fire hydrants or temporary blow -offs shall be installed on dead-end water lines. 15. Water lines shall not exceed 8' in depth from finished grade. 16. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material. 17. All water main fittings to be mechanical joint; no flanged fittings. 18. A minimum of 18" vertical clearance must exist between potable and non -potable lines. 19. Fire hydrants shall be Mueller, Waterous, or Clow Brands with KOCHEK (model SZMC5054-3-Y Storz adapter or approved equal. All fire hydrants shall be painted red. 20. Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits. STREET CONSTRUCTION 1. All construction within public right-of-way shall conform to the current edition of the ISPWC and the CITY OF REXBURG standards. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by the CITY OF REXBURG. 2. No construction shall begin before the Pre -Construction meeting, which the Contractor is required to attend. 3. Sanitary sewer and storm drain manholes, cones and structures shall be set to specified elevation by their respective contractors. All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to pouring concrete collars. 4. Contractor shall construct four inches (4") of asphalt pavement thickness at joint locations for all pavement matches. 5. All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed watertight. 6. All work will be inspected by CONNECT ENGINEERING and monitored by the CITY OF REXBURG in accordance with the latest edition of the "IDAHO STANDARD PUBLIC WORKS CONSTRUCTION". 7. Borrow shall be obtained from sources designated or approved in writing by the Engineer. 8. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall roadways be placed on frozen or objectionable material. 9. The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density required as stated in ISPWC. 10. All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The concrete mix shall include Fly Ash for ASR mitigation. The mix design shall be approved by the engineer. All concrete shall be cured by a liquid membrane -forming curing compound method,unless otherwise specified in writing by the Engineer. 11. The plant mix should be al/2-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. I CONTACTS DEPARTMENT OF ENVIRONMENTAL QUALITY INTERMOUNTIAN GAS COMPANY CITY OF REXBURG 900 N SKYLINE, SUITE B 1527 HOLLIPARK DR 35 N 1ST E, IDAHO FALLS, IDAHO 83402 IDAHO FALLS IDAHO, IDAHO 83401 REXBURG, ID 83440 (208) 528-2650 (208) 542-6632 (208) 359-3020 CABLE ONE 1525 SHERRY DR. IDAHO FALLS, ID 83403 (208) 523-4567 ROCKY MOUNTAIN POWER 170 W 2ND N REXBURG, ID 83440 (888) 221-7070 _ �1 f� o v co U 7Z LAC ° VV rim z 00 Li Li �o 7L U `� 0 N � Y ` N Q9 0 7Z o LI d W� DRAWN BY CHECK BY TKP BDJ JOB NO: 18-016 DATE: May 9, 2019 (4) STORM TECH SC -740 CHAMBER INFII TRATOR UNITS OR APPROVED E REQUIRED PER INFILTRATI AS DETERMINED B' ENGINEER AND APPR CITY E FINISH GRADE Mull-RIF01weAwnumml d NATURAL GRANULAR MATERIAL , STORM TECH SC -740 CHAMBER INFILTRATOR -� CROSS SECTION VIEW DRAIN SCALE I It = 40' i� CULTEC 410 FILTER (OR FABRIC TO SEPARATE TOPSOIL FROM WASHED STONE EQUAL) 67111ATiV_11A 1 4' - 4" "l-1/2"-2" w w WASHED BROKEN moo- o STONE LL m(n CROSS SECTION INFILTRATOR DRAIN SCALE I " = 20' ANDARD JCH BASIN FUTURE EXPANSION (CONSTRUCT 2ND UNIT WHERE INSTALLATION SUPPORTS (2) CATCH BASINS) �4' 0 MANHOLE MODIFIED AS GREASE AND SOLID C SEE DETAIL 8 INFILTRATOR 12" TO 24" 12"0 PVC J TO INFILTRATOR SECURE PIPE TO o WALL W/ SS STRAP N AND HARDWARE. TYP. PRECAST SOLID FLOOR AND LOWER MH SECTION -� STANDARD MH RING & COVER FLUSH WITH GROUND SURFACE STANDARD MH CONE SECTION 12"0 INLET FROM CATCH BASIN. EXTEND INTO INNER SEPARATOR CAP 12"0 PVC TO FUTURE INFILTRATOR 12"0 PVC TO INFILTRATOR 12" OPENING W/ FLEXIBLE SEAL, TYP. STD 4'0 MANHOLE GRATE & SECTION SCALE I it = 15' APPROVED BY DATE: City of REXBURG r O co 7Z �LI L � C) L! v � 00 LJ 1J U CO 7L'�� i - N N Q V 7Z J) ULr DRAWN BY CHECK BY TKP BDJ JOB NO 18-016 DATE: May 9, 2919 J ui W W ® U) 0 W Q F- OCl - tL Z Z 0 m ® W D ry m Q W LL W O Z w z — U Z F- W W o U o W Q 0 z 2 0 Z W W J U L Fy �S\ON " 17 78 <19 9Tf OF SHEET 3 1 1 OF SHEETS - - - - - -_ LEGEND � I Length Line/Chord Direction PROPOSED CATCH BASIN End Point L8 Start: 0+00.00 PROPOSED FIRE HYDRANT 204129 N89° 31' 30.60"E Northing: 792430.44 EXIST. POWER POLE NUMBER OF INFILTRATORS End: 20+41.29 VOLUME EXIST. LIGHT POLE 100 Easting:758696.48 Easting:760737.70 PROPOSED STREET LIGHT VOLUME AREA COVERED (sq ft 11154 6932 20 9 16469 LOCATION PROPOSED WATER VALVE # OF INFILTRATORS 17 111 32 15 2 OD PROPOSED STORM DRAIN MANHOLE BDJ JOB NO 18-016 0 EXIST. SANITARY SEWER MANHOLE 0 PROPOSED SANITARY SEWER MANHOLE EXIST. CURB & GUTTER W PROPOSED CURB & GUTTER PROPERTY LINE W GB GRADE BREAK Gg - - - - - - SAW CUT - -- STREET RIGHT-OF-WAY (ROW) ry ------ EASEMENT LINE Uj EXIST. FENCE LINE Z ucP UI PROPOSED UNDERGROUND POWER O e" sin U EXIST. SANITARY SEWER LINE W C0 PROPOSED SANITARY SEWER LINE s" ss) e, w PROPOSED WATER LINE Z Q EXIST. WATERLINE O s' wnt 12" SD) IN PROPOSED STORM DRAINLINE - - - - - - - - - - - - PROPOSED SANITARY SEWER SERVICE OT - -- - - - - - - - - - - PPROPOSED WATER SERVICE -17 only EXISTING OVERHEAD POWER T EXISTING OVERHEAD TELEPHONE w � z 7 U ` O EXISTING GAS SERVICE w - EXISTING MAJOR CONTOUR w a 0 EXISTING MINOR CONTOUR - - - - - - - - PROPOSED MAJOR CONTOUR - - - - - - - - - - - - PROPOSED MINOR CONTOUR z Z O PROPOSED CONCRETE SIDEWALK 0 PROPOSED BUILDINGS PROPOSED LANDSCAPING U PROPOSED ASPHALT L EXISTING ASPHALT TO BE PROTECTED ® 15.00' P.U.E. 4.00' UTILITY E 7TH NORTH Number Station Radius Length Line/Chord Direction Start Point End Point L8 Start: 0+00.00 1.5 204129 N89° 31' 30.60"E Northing: 792430.44 Northing: 792447.36 NUMBER OF INFILTRATORS End: 20+41.29 VOLUME . 100 Easting:758696.48 Easting:760737.70 STONEBRIDGE ST Number Station Radius Length Line/Chord Direction Start Point End Point L9 Start: 1+00.00 1.5 662,33 NO° 01' 23.6T'E Northing: 792445.91 Northing: 793108.23 NUMBER OF INFILTRATORS End: 7+62.33 VOLUME 74.9 cu. ft. 100 Easting:760562.60 Easting:760562.87 5.00' 7.00' LANDSCAPE 2 �, SIDEWALK STRIP 2% STANDARD CURB AND GUTTER PER PAGE 6 OF THE CITY OF REXBURG ENGINEERING STANDARD DRAWINGS 7.00' 2.50' LANDSCAPE 4.00' UTILITY TRENCH STANDARD CURB AND GUTTER PER PAGE 6 OF THE CITY OF REXBURG ENGINEERING STANDARD DRAWINGS 'DISTANCE AT BEGINNING STA 13+43.69 IS 10.93'. DISTANCE AT INTERSECTION STA 18+66.19 IS 12.58' GRAPHIC SCALE aD D 20 40 80 ( IN FEET ) 1 inch = 40 ft. 68.00' ROW 160 STORM WATER STORAGE CALCULATIONS USED REQUIRED AREA (sq.ft.) PRECIPITATION FACTOR INTENSITY (in) INTENSITY (ft) TOTAL VOLUME 65,223 0.9 1 1.5 0.125 7338 (cu.ft.) AVAILABLE VOLUME PER INFILTRATOR I NUMBER OF INFILTRATORS TOTAL VOLUME VOLUME 74.9 cu. ft. 100 7490 cu ft i CATCH BASIN CB# 1 CB# 2 CB# 3/4 CB# 6/7 CB# 9110 VOLUME AREA COVERED (sq ft 11154 6932 20 9 16469 LOCATION VOLUME REQUIRED aft 1255 778.9 .5 1115.8 1 3 # OF INFILTRATORS 17 111 32 15 2 TKP DESIGN VOLUME (sq RI 1273 823.9 1 2396.8 1123.5 1 1873 STORM WATER STORAGE NOTE: 1, STORM WATER TO BE STORED IN STORM TECH SC -740 CHAMBER INFILTRATORS PER CITY OF REXBURG DETAIL SHEET 3. 2. SEE INDIVIDUAL SHEETS FOR INFILTRATOR LOCATIONS INTERNAL IMPROVEMENTS NOTE: INTERNAL IMPROVEMENTS ARE GIVEN IN THE REXBURG CENTENNIAL TOWNHOMES SITE PLAN. GENERAL NOTE: ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG ENGINEERING SPECIFICATIONS AND STANDARD DRAWINGS. FIRE CODE NOTE: 1. 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) 2. CURBS SHALL BE PAINTED RED FOUR FEET ON EACH SIDE OF THE CENTERLINE OF EACH FIRE HYDRANT POWER NOTE: SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP FOR PROPOSED POWER FACILITIES. POWER INFORMATION SHOWN ON THIS DRAWING REPRESENTS ESTIMATED LOCATIONS ONLY. FOR ACCURATE LOCATIONS SEE RM POWER CONTRACTOR MAP- S 7TH EAST ALIGNMENT NOTE: ALIGNMENT BEGINS AT 0+00 AT THE SECTION CORNER AND FOLLOWS THE SECTION LINE. 19.50' 19.50' 2.50' 2% 2°=--� STONEBRIDGE 68' ROW SAW CUT LINE 16.50' SLOPE VARIES MIN 2% -2.5" PLANT MIX PAVEMENT 1" 3/4" AGGREGATE BASE 2" GRANULAR BORROW N 7TH E SCALE 111=5' N 7TH E NOTE - U====1=3+4=3 5 OTE SCALE 1 "=5' DISTANCE VARIES` 2% 19.02' ?.5" PLANT MIX PAVEMENT 3/4" AGGREGATE BASE GRANULAR BORROW SECTION LINE II ill I I I I I AIII /) III�11L�1�1j111 LANDSCAPE 5.00' STRIP SIDEWALK 2% STANDARD CURB AND GUTTER PER PAGE 6 OF THE CITY OF REXBURG ENGINEERING STANDARD DRAWINGS i 13+43.5 D of -00 s.. S -N (_ W. ( - e ( S+Do 99 +pp�� tt; -1-- i1�---^-"rr'00 12420 131-00 EXISTING UTILITY NOTE: ALL EXISTING UTILITY LOCATIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. N 7TH EAST: Know what's below. Call before, you dig. ALL IMPROVEMENTS BEFORE STA 13+43.59 UP TO THE COVEY COVE DEVELOPMENT ARE APPROXIMATE LOCATIONS. EXACT LOCATION AND DESIGN ARE TO BE DONE BY OTHERS AT FUTURE DATE. 15.00' P.U.E. UTILITY TRENCH 15.*P.U.E. E 7TH N - L8 -SECTION LINE APPROVED BY City of REXBURG 68.00' ROW 15.00' P.U.E. 15.00' P.U.E N I v II � 1 1Q 1 d$ Iiii -A L1 CB# 9, - I � - I _1Crl / I/ I I I 11 �I -� --- -- - it - - � CB# 3- TE: 65.00' USAN (-4- i a . 1 1 I 1 / i i - Tojuu - SAW CUT LINE r -- CB# 10 Q9 CD (yr M 7L OD 11 Lr) 00 Li Y U 00 / ' o Z11,1'7L // 7/L.--� r'�n N a V o� O o /17L tj L T O/ i DRAWN BY CHECK BY TKP BDJ JOB NO 18-016 DATE: May 9, 2019 W W W W �' ^^ VJ (W v ry is Uj Z z UI O O U W C0 0 W Z Q O IN 0_ Q OT W .L -17 w � z 7 U ` O w=U w < w a 0 z Z O z W u; j w U S\ONAL F ��5 G T 1 78 W SS-q.I°1 O 1. �9rF �9 OF SHEET 4 1 1 OF SHEETS I 16 j _-. _ - - - -- --- -TBC EN w CO _ - — 13+43.59 7L / EX SSMH 1 U =00 7(0 _ 7Lo00o Y CV N N •n/ CL Sta:11+83.89 OFF: -13.38L V U In0 j _-. _ - - - -- --- -TBC EN w CO _ - — 13+43.59 7L — — — e SANst —�___- t +041 10400 1400r - -ANEW------ - - 4872 ':.1 DATUM ELEV 4858.00 — 'm — 124W — FUTURE N 7TH EAST PLAN VIEW A -MAIC \ 75 2! / LLI 0201.4.1. E. 1-01 - _ Z U) 0101 _OJi-/ (0101 021 9+75 10+00 11+00 FUTURE N 7TH EAST PROFILE VIEW 12+00 13+00 CO Ln r - co v 13+50 GRAPHIC SCALE 0 o a 20 40 ac ( IN FEET ) I inch = 20 ft. NOTE: 1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3. ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4. ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5. CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6. PROFILE GIVEN AT SAW CUT LINE 19' OFFSET FROM SECTION LINE SHEET NOTE: FOR CONCEPT ONLY ALL IMPROVEMENTS BEFORE STA 13+43.59 UP TO THE COVEY COVE DEVELOPMENT ARE APPROXIMATE LOCATIONS. EXACT LOCATION AND DESIGN ARE TO BE DONE BY OTHERS AT FUTURE DATE. L - 0101-01 EXISTING UTILITY RETAIN AND PROTECT 0201.4.1.E.1-01 SAW -CUT LINE AND ASPHALT REMOVAL 0706.4.1.E.1-04 I INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD -709 APPROVED BY DATE: Know what's below. City of REXBURG Call before you dig. EXISTING SURFACE o 7L LL 0) EX SSMH 1 U =00 7(0 _ 7Lo00o Y CV N N •n/ CL Sta:11+83.89 OFF: -13.38L V U In0 Rim:4874.21 INV INA860.40 DRAWN BY -�� CHECK BY TKP BDJ EXISTING SEWER 8" SEWER JOB NO, 18-016 DATE. May 9, 2019 �(0 Om NN V �((0O C)m N co crj co M C'i d ti4 �t Lr) 00 00 � co co 00 co CO' 00 00 co 00 00 00 U) 00 w T— O 9+75 10+00 11+00 FUTURE N 7TH EAST PROFILE VIEW 12+00 13+00 CO Ln r - co v 13+50 GRAPHIC SCALE 0 o a 20 40 ac ( IN FEET ) I inch = 20 ft. NOTE: 1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3. ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4. ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5. CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6. PROFILE GIVEN AT SAW CUT LINE 19' OFFSET FROM SECTION LINE SHEET NOTE: FOR CONCEPT ONLY ALL IMPROVEMENTS BEFORE STA 13+43.59 UP TO THE COVEY COVE DEVELOPMENT ARE APPROXIMATE LOCATIONS. EXACT LOCATION AND DESIGN ARE TO BE DONE BY OTHERS AT FUTURE DATE. L - 0101-01 EXISTING UTILITY RETAIN AND PROTECT 0201.4.1.E.1-01 SAW -CUT LINE AND ASPHALT REMOVAL 0706.4.1.E.1-04 I INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD -709 APPROVED BY DATE: Know what's below. City of REXBURG Call before you dig. 0 o 7L LL 0) O u7 C fes- 00 /FLJV� U =00 7(0 _ 7Lo00o Y CV N N •n/ CL V U In0 DRAWN BY -�� CHECK BY TKP BDJ JOB NO, 18-016 DATE. May 9, 2019 W WN L.1_ LID + U) w T— O p ~ `n a_ p m — m Z < O p m C/) U) W E— p U) Z Q� W Q Z U) F— Q ti W Z = ti w z ` O F w w w -� O i - T m a O � w 0 z z O z Z W >w � J U AL FN 1 78 A 9 qTF of SHEET 5 W Lf) I— W W z (n I I I I l m l i - U31 — � 4a75 :2 BS F 1 EN 13+43.5 — 5.0 i I - - - -l -- -1 4874 02 T— . y . — — — — — . —. . — . — — — — — — — — — — — 15.00' P.U.E. \ 1101.4.1.A. 1-01 (- --- _--- BC EN 13+43.5 4872 DATUM ELEV 4860.00 m ti 00 v 1.E.1-01 N 7TH EAST PLAN VIEW RE INSTALLS" STA. -1,.-.- ,., - 5+25.58 1.N.1-01 16+37. 0 p Install FH N m II v Flange: 4875.88 ,+n n Cd II O EXISTING SURFACE@ a w w > SAW CUT LINE SEE NOTE 6 a w 0.40% 0.51% STORM TECH INFILTRATOR CB# 1 SEE CHART Sta:15+25.58 OFF -37.321 - Rim 4874.93 FF:-37.321Rim:4874.93 INV OUT 4870.93 i SO MH1 Sta:15+25.59 OFF: -41.50L EXISTING WATER 8" WATER-- Rim:4875.42 INV INA870.92 INV OUTA870.82 EX SSMH 2 ' S1a:15+36.36 OFF:-14.70L� Rim:4875.50 INV IN:4861.91 INV OUT:4861.81 EXISTING WATER 8" WATER EXISTING 8" SEWER EXISTING 8" SEWER - 00 IQ- O) N � �I— to Ln to 00 LO Lr) �a~o 000 00 X� 000 o It 00 00 d v v v v 13+00 14+00 N 7TH EAST PROFILE VIEW 15+00 INFILTRATOR INFORMATION STORM SEWER MANHOLE SD MH 1 SIDE RIGHT NO. OF INFILTRATORS 17 DESIGN VOLUME (sq ft) 1273 TOTAL LENGTH (ft) 120.98 NOTE: 20 0 1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3. ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4. ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5. CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6. PROFILE GIVEN AT SAW CUT LINE 19' OFFSET FROM SECTION LINE APPROVED BY City of REXBURG TE: GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 0101-01 1 EXISTING UTILITY RETAIN AND a t' �y cr M PROTECT 0201.4.1.E.1-01 SAW -CUT LINE NI NII y ZZ o REMOVAL 0201.4.1.E.1-02� W AND TRENCH PER vO � Li Li N t 00 PAGE 8 OF THE CITY OF REXBURG SAN ( Z (n k„ 0201.4.1.E.1-01 0 p Install FH N m II v Flange: 4875.88 ,+n n Cd II O EXISTING SURFACE@ a w w > SAW CUT LINE SEE NOTE 6 a w 0.40% 0.51% STORM TECH INFILTRATOR CB# 1 SEE CHART Sta:15+25.58 OFF -37.321 - Rim 4874.93 FF:-37.321Rim:4874.93 INV OUT 4870.93 i SO MH1 Sta:15+25.59 OFF: -41.50L EXISTING WATER 8" WATER-- Rim:4875.42 INV INA870.92 INV OUTA870.82 EX SSMH 2 ' S1a:15+36.36 OFF:-14.70L� Rim:4875.50 INV IN:4861.91 INV OUT:4861.81 EXISTING WATER 8" WATER EXISTING 8" SEWER EXISTING 8" SEWER - 00 IQ- O) N � �I— to Ln to 00 LO Lr) �a~o 000 00 X� 000 o It 00 00 d v v v v 13+00 14+00 N 7TH EAST PROFILE VIEW 15+00 INFILTRATOR INFORMATION STORM SEWER MANHOLE SD MH 1 SIDE RIGHT NO. OF INFILTRATORS 17 DESIGN VOLUME (sq ft) 1273 TOTAL LENGTH (ft) 120.98 NOTE: 20 0 1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3. ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4. ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5. CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6. PROFILE GIVEN AT SAW CUT LINE 19' OFFSET FROM SECTION LINE APPROVED BY City of REXBURG TE: GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 0101-01 1 EXISTING UTILITY 0401.4.1.A.1 -06-P INSTALL 6" WATER PIPE PVC C-900 0401.4.1.B.1 -886-D INSTALL 8"x8"x6" TEE C50 -DI 0402.4.1.A.1 -06-D RETAIN AND a t' �y cr M PROTECT 0201.4.1.E.1-01 SAW -CUT LINE 0403.4.1.A.1-01 AND ASPHALT ZZ o REMOVAL 0201.4.1.E.1-02� SAW -CUT LINE AND TRENCH PER vO � Li Li N t 00 PAGE 8 OF THE CITY OF REXBURG STD DRAWINGS 0401.4.1.A.1 -06-P INSTALL 6" WATER PIPE PVC C-900 0401.4.1.B.1 -886-D INSTALL 8"x8"x6" TEE C50 -DI 0402.4.1.A.1 -06-D INSTALL 6" a t' �y cr M WATER VALVE C50 -DI 0403.4.1.A.1-01 INSTALL ZZ o WATEROUS 0601.4.1.A.13-12LOMIBCV" BRAND FH ADS N 12 STORM PIPE @ vO � Li Li N t 00 0.22% MIN. SLOPE 0602.4.1.F.1-1 INSTALL NEENAH R-3067 CATCH BASF PER ISPWC SD -601 0602.4.1.A.1-03 INSTALL SD MANHOLE PER CITY OF REXBURG STD SEE SHEET 3 0602.4.1.N.1-01 INSTALL STORM TECH INFILTRATOR SEE SHEET 3 AND CHART THIS SHEET 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD -709 1101.4.1.A.1-01 INSTALL STREET LIGHT PER REXBURG STD. SHEET 9 Know what's below. Call before you dig. a t' �y cr M \J co ZZ o vO � Li Li N t 00 Li d co 1 " ZZ CD' O \' , Li d r I; i DRAWN BY •� CHECK BY TKP BDJ JOB NO 18-016 DATE. May 9, 2019 W WN L_ ® + 'F U) W O (D 0 C:) 0L 0 ® co V T_ z ro^^ vJ 00 U) X 0 Lu z W Q W 2 V/ W z w z U 7~ z O w _ w o < a 0 m a � a 0 U z O z w j w � J U 1�5S�ON L FN F, \5 R ,2 17 78 A w kp A. OF J SHEET 6 11 OF SHEETS BUILDING #22 FF ELEV: 4875.42 STA:2+07.85 OFF: -25.00E 0706.4.1.E.1-04 f 1135.01.01-01 TBC1 16+37. 0706.4.1.E.1-04 0602.4.1.N.1-01 15.00' P.U.E. 0602.4.1.N.1-01 TBC 17+7d 1101.4.1.AA-01 [liarY4!�i�axilol. STONESRIDGE ST SHEET 8 1.A.1 -06-D050 A: 2+07.79 =F: -10.72L j0602.4.1.F.1 -I 1,1.13.1-08-� I I A 0602.4.1 .NA -011 0602.4.1.A.1-03 1101.4.1.A.1-01 - - - _. WVVG Y. 1.1'5. 1"VJ ♦. --- --6-- - - / 1 t(�3 W (0 1 TBC -LP a 17+26.05 SD MH 2 f 011-01 ® �� _--. -- -0.41 %a. _ ,- 0601.4.1.A.13-12 0602.4.1.F.1-1 042 4875.834l-D.40%a � BC -MATCH Ill ti cv 9+13.26 C? 0201.4.1.E 1-01F 8 8" SAS (- - _. = a" SAN ( a 5AN ( SJ1t1 0101-01 SAN 201 4.1.E 1-� 0101-01 I EX SSMH 3 �� 1 y ".I.Y \.lu .� - a.4 C. 16400 44 I- - x$100 - - -+---- r------�- .. -0201.4 1 E.1-02 1 11 4 E;$ • 4872 DATUM ELEV 4860.00 h: rn CIO qq- N 7TH EAST PLAN VIEW to n �, ILnEXISTING SURFACE @ + (P YY to ti YY SAW CUT LINE SEE NOTE 6 °-f co Uy 11 n c ill ti II >® If u� .° YY EL Fu co; aw IL w 1.26% -0.93% -0.08% CB# 2 Sta:17+26.05 OFF: -37.42L STORM TECH INFILTRATOR Rim:4875.00 STORM TECH INFILTRATOR SEE CHART INV OUT:4870.99 SEE CHART EXISTING WATER SDMH2 Sta:17+26.08 OFF: -41.50L Rim:4875.49 INV IN:4870.98 INV OUT:4870.88 EX SSMH 3 Sta:1+15.36 OFF:9.46R Rim:4876.01 INV IN:4862.34 INV OUT:4862.34 EXISTING SEWER EXISTING SEWER ' .0`00 00 CF) tiP i '7o o0) Lp 6 °'' ti t -ti P - I~, �� ti oo CIO CIO CIOCC) 00 CIO 00 16+00 17+00 N 7TH EAST PROFILE VIEW 18+00 19+00 19+20 INFILTRATOR INFORMATION STORM SEWER MANHOLE SD MH 2 SD MH 3 SIDE RIGHT RIGHT NO. OF INFILTRATORS 11 32 DESIGN VOLUME (cu ft) 823.9 2397 TOTAL LENGTH (ft) 78.28 j 227.73 NOTE: GRAPHIC SCALE 20 0 10 20 40 1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3. ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4. ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5. CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6. PROFILE GIVEN AT SAW CUT LINE 19' OFFSET FROM SECTION LINE 7. ALL ADA RAMPS TO BE INSTALLED PER ISPWC SD -712 APPROVED BY DATE: City of REXBURG ( IN FEET ) 1 inch = 20 ft. 80 0101-01 EXISTING UTILITY RETAIN AND PROTECT 0201.4.1.E.1-01 SAW -CUT LINE AND ASPHALT 1./ Ll REMOVAL 0201.4.1.E.1-02 SAW -CUT LINE 7 06 7AZ i3, C> AND TRENCH PER zZ PAGE 8 OF THE CITY OF REXBURG STD DRAWINGS 0401.4. 1. INSTALL 8" PIPE C50 -DI @ 5' MIN U Y u COVER 0402.4.1.A.1 -08-D INSTALL 811 WATER VALVE C50 -DI 0401.4.1.6.1-888-D INSTALL 8"x8"x8'1 TEE C50 -D1 0501.4.1.8.1-08-P INSTALL 8" SDR 35 SANITARY SEWER PIPE a0 0.4% 0601.4.1-A.13-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1-A.1-03iINSTALL SD TKP MANHOLE PER CITY OF REXBURG STD SEE SHEET 3 0602.4.1.F.1 -I INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD -601 0602.4.1.N.1-01 INSTALL STORM TECH INFILTRATOR SEE SHEET 3 AND CHART THIS SHEET 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD -709 1101.4.1.A.1-01 INSTALL STREET LIGHT PER REXBURG STD. SHEET 9 1135.01.01-01 INSTALL STOP AND STREET NAME SIGNS PER MUTCD STD Know what's below. Call before you dig. r «D LL 1./ Ll /7 U� U � OD 7 06 7AZ i3, C> zZ '//) 0`�- O 2 & O U Y u r a 1 CY 5 DRAWN BY CHECK BY TKP BDJ JOB NO: 18-016 DATE: May 9, 2019 F_ W W + U) T_ W O F © D O 100 (0V/� Q F_ U w z W W F- U) F_ P�__ W z F_ z 0z 0 I— W _T LLI a � Q L U) Lu n z O Z w _D ? w U �S\QNAL f 17 78 03 Lp '9 rF OF �Q SHEET 7 OF SHEETS N 7TH EAST SEE CENTENNIAL TOWNHOMES SEE CENTENNIAL TOWNHOMES SHEET 7 SITE DEVELOPMENT PLAN SITE DEVELOPMENT PLAN 01 1.28% -.`�� - . . . . . ---� 487. 8. i- - . - - - . - . - . - . - . - . TBC -PC 0 --- - J 1 4874.0 ` / 1 0201 4 1 E 1-01 ' 4875. 0403.4.1.0 1 74. + 7.2 TBC -PC / 4$74.31 4873.4 STA:2+07.$5 \ + 74. f TBC -PC 7 C -PE 7 . 9 SW 0602.4.1.N.1-01 4-87,.5 16 B 10706.4,1..E,11-1)4 OFF: -25.00E 18+19.7 0602.4.1.F.1-1 SW �� +67.39 0602.4.1.A.1-03 D5W !' Q, 487. 6 0403.4.1.0.1 0401.4.1.A.1 -06-D 4874.8 '�� 0602.4.1.N,1-01 _ BC -PI -L STA:4+99.98 BS 110i.4.1.A.1.-01 Q SD MH 4 1101.4.1-A.1.-01 +89. OFF: -24.99L > Q 1135.01.01-01 0402.4.1 A.1-08-D -rT_---- - ---_ 016 STA: 6+95.55 CB# 9 _j:66- STA:1101.4.1.A.1,01 CB# 3 -01.4.1.A.1-0OFF: 5.000412.4.1A.1-8D04U2.4.1.A.1 4 7 STA: 2+07.79 I 4.4 STA: 18+73.79 Q�Q 4875. o I i y TBC -LP 0602.4.1.F.1-1 r TBC -P OFF: 5.00R W qy°L OFF: -10-72L 48 1.4.1.A.1 -08-D 3+10.85 0602.d.1.F.1-! 0402.4.1 A.1 -06-D STA: 4+99.98 r� C -PI GARNETT STREET -\:,CB# _ 4gf4_ OFF: -17.50L V ' 0401.4.1.0.1-06-D 'i8C-PC � �'? � 48y4 - -2 0 L 6 4+ 5' � � � -� 0101-01 .4 + STA:7+14.09 0401.4.1.8.1-888-D 1� 8rS 0401.4,1.8.1-888-D 0402:24,4.1.0.1-08-D STA 4+42.75 0 STA.1-8 96 OFF: 0,000 STONEBRIDGE ST Od01.4.1.B.1 886-D STA:2+61.31 STA:4+47.7fi STA:4+9$.98 0401.4.1.X.1 -O6 -D I nom/ 1 0 2+pp OFF: 0.000 -- O ^,O 3+ p 0601.4.1.A.13-12 L9 4+ 0 +p0 u.. ._-�- ; FF: 0 �� -r� ,�„� -- - �_� OFF: O.00L =_.®W r - r 0401.4.1.B.1 -886-D 0501.4.1.8.1-06-P RONDO STREET t � � W 0101-D1 0601.4.10.13-12 f STA: 2+07.74 �` STA:18+89.2$ / OFF: -0.17L 0401ATA.1-08-D - �, ---- °' _ a; -a" s, c . _ �. _-.�_-�. ,<,. - -_.-. --a .. � t _ �., � D601.4 -'1.0.13-12 ('`� STONEBRIDGE ST - - - - -4874_ `f8�4 `-' STA:2+54.96 0502.4.1.A.1-01 0602.4.1.F.1 -I i EX SSMH 3� � o CB# 4 s - � �` 75,4 0602.4.1.F.1 -I 0501.4.1.6.1-08-P _ SSMH 1 _ SSMH 2 74.i CB# 10 -_ X0201.4 1 E.1-02 = 0101 t?1 TBC -P _ - - -_ - - - - TBC -L 0601.4,1.A.13-12 l 1+63.440 --- - - 05012.4.1.A.1-01- -- �_ 4+89.9 f GARNETT STREET 4874,2 22.02 R �.. Q , _ STA:7+33.60 TBC -L ~ -- [O 2.4.1.A.1-03 `q 5D MH 5 I Qo 0 8? 3+10,9 [060 -A.1 A.1-03 SD MH 3 _ r 22.01 R � SW 0706.4A E.1-Od CB# 7 0706.4.1.E.1-04 0602.4.1.N.1-Oi 0602.4.1.N.1-01 yv� - . - . - . - . - . - - - . _- - _- - . _.._ - . -. . _ , - . - . - - - . - . - . - . �- I 38.068E I 1101.4.1.A.1.-01 4880 c'C?m om DESIGN PROFILE u� -7 C) c'? O p M to 898.8 r__ mm 85.4 95.52 + Iii " 11 co to -1.06°!° m0 000 CQ qt } � 00 IT 10 L�lJU3J n a0 co �w o_ w 1+00 2+00 3+00 4+00 5+00 COVER 0401.4.1.B.1 -886-D _2.130% DRAWN BY 4876 0401.4.1.B.1 -888-D INSTALL 8"x8"x8" 4872 DATUM ELEV Sta:1+65.95 OFF:21.31 R GRATE:4874.92 STONEBRIDGE ROAD PLAN VIEW LOW PT STA: 3+10.94 LOW PT ELEV: 4874.25 PVI STA:2+97.16 PVI ELEV:4874.06 K:60.36 LVC:100.00 V7 c'C?m om DESIGN PROFILE u� -7 cli m C) ca c'? O 00 (0 ti + DESIGN VOLUME (cu ft) 2397 149.8 973.7 898.8 rri di 85.4 95.52 iri Iii CITY OF REXBURG to -1.06°!° m0 000 CQ qt } � 00 IT 10 L�lJU3J n a0 co � c0 Iq o_ w INV INA870.73 EXISTING SURFACE INV INA870.83 CB# 3 Sta:1+65.93 OFF: -21.31L TGRATE:4873.72 # 7 SD MH 3 GRATE:4874.92 :3+10.85 OFF:21.40R Sta:1+65,96 OFF:25.50R INV OUTA870.92 Rim:4875.41 OUTA869.73 INV OUTA871.72 CB# 6 INV OUTA871.62 Sta:3+10.85 OFF: -21.25L GRATEA873.73 EX SSMH 3 INSTALL, STORM TECH INV INA869.64 Sta:1+15.36 OFF:9.46R INFILTRATOR INV OUTA869-54 /-Rim:4876.01 INV INA862.34 - _ P INV OUTA862.34 SSMH 1 SD MH 4 Sta:2+59.97 im:4 74.27 Sta:3+10.85 OFF: -25.50L - -- Rim:d$74.27 Rim:4$74.21 INV IN:4863.12 INV INA869.53 INV INA863.12 INV OUTA869.43 INSTALL STORM TE INV OUTA863.02 INSTALL STORM TECHINV OUTA869.43 INFILTRATOR iii INFILTRATOR INSURE 18" MINIMUM CLEARANCE EXISTING WATER 8" Install 181' Of 8" C50 D1 Pipe @ 5' Min Cover WATER - CONTRACTOR TO Install 55 of 8" C50 DI Pipe @ 5' Min Cover FIELD VERIFY WATER TIE IN LOCATION Install 41' of 8" C50 DI Pipe @ 5' Min Cover Install 10' of 8"C50 DI Pipe @ 5' Min Cover 0.60% _ -0.40°/fl install 145' of 8" SDR -35 San. Pipe @ 0.40% SSMH 2 a:4+55.83 OFFAO.00R Rina:4874.13 INV INA864.00 INV OUTA863.90 STALL STORM TECH - INFILTRATOR Install 56' of 8" C50 DI Pipe @ 5' Min Cover Install 196 of 8" SDR -35 San. Pipe @ 0.40% Install 21L _. _ _-• _ ----.....�- -- .-•- -0.40% 0 0602.41.N.1-01 4860.00 c'? c'C?m om ©rn C?o NN c'? It-N rrI T- T7 co C) DESIGN VOLUME (cu ft) 2397 149.8 973.7 898.8 973.7 TOTAL LENGTH (ft) 227.73 14.23 92.51 85.4 95.52 PAGE 8 OF THE CITY OF REXBURG CO t�D 000 CQ qt � 00 qT � 00 IT � o© qT CCC 40 14- a0 co � c0 Iq � 1+00 2+00 3+00 4+00 5+00 STONEBRIDGE ROAD PROFILE VIEW Install FH Flange: 4874.46 Sta:4+89,98 OFF: -21.30L GRATEA873.67 Sta:4+89.98 OFF:21AlR GRATEA873.66 INV INA8%58 INV OUTA869.46 SD MH 5 Sta:4+89.98 OFF:25.52R Rim:4874.16 INV INA869.47 INV OUTA869.37 INV OUT:4869.37 APPROVED BY INFILTRATOR INFORMATION EXISTING UTILITY Q M STORM SEWER MANHOLE SD MH 3 S MH 4 S MH 4 S MH 5 S MH 5 SIDE RIGHT LEFT RIGHT LEFT RIGHT NO. OF INFILTRATORS 32 2 13 12 13 DESIGN VOLUME (cu ft) 2397 149.8 973.7 898.8 973.7 TOTAL LENGTH (ft) 227.73 14.23 92.51 85.4 95.52 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. NOTE: 1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY -LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3. ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4. ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5. CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6. ALL ADA RAMPS TO BE INSTALLED PER ISPWC SD -712 18" MINIMUM CLEARANCE City Of REXBURG DATE: 7� 80 0101-01 EXISTING UTILITY Q M RETAIN AND &0 PROTECT 0201.4.1.E.1-01 SAW -CUT LINE AND ASPHALT REMOVAL 0201.4.1.E.1-02 SAW -CUT LINE AND TRENCH PER PAGE 8 OF THE CITY OF REXBURG STD DRAWINGS 0401.4.1.A.1 -06-D INSTALL 6" WATER PIPE C50 -DI 0401.4.1.0.1-08-D INSTALL 8" PIPE C50 -DI @ 5' M I N COVER 0401.4.1.B.1 -886-D INSTALL 8"x8"4" DRAWN BY TEE C50 -DI 0401.4.1.B.1 -888-D INSTALL 8"x8"x8" TKP TEE C50 -DI 0402.4.1.A.1 -06-D INSTALL 6" JOB NO: 18-016 WATER VALVE C50 -DI 0402.4.1.0.1-08-D INSTALL 8" WATER VALVE C50 -DI 0403.4.1.A.1-01 INSTALL WATEROUS W BRAND FH ASSEMBLY 0501.4.1.B.1 -08-P INSTALL 8" SDR 35 SANITARY SEWER � PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH U) PER ISPWC SD -501 0601.4.1.0.13-12 INSTALL 12" ADS N W 12 STORM PIPE @ 0.22% MIN. SLOPE 0602.4.1.0.1-03 INSTALL SD MANHOLE PER 0 CITY OF REXBURG STD SEE SHEET 3 0602.4.1.F.1-1 INSTALL NEENAH R-3067 CATCH BASIN PER ISPWC SD -601 0602.4,1.N.1-01 INSTALL STORM W TECH INFILTRATOR SEE SHEET 3 AND Z CHART THIS SHEET 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD -709 1101,4.1.A.1-01 INSTALL STREET LIGHT PER REXBURG STD. SHEET 9 1135.01.01-01 INSTALL STOP AND STREET 0 NAME SIGNS PER MUTCD STD Know what's below. Call before you dig® Q M &0 00 L ® C ° li0 V W .0 00 r ZZ Li L, U CC) Z4tib L _ 000 6 CJ (L) m P: . [i ri �- LJ 0 7/.C7 LiLi DRAWN BY CHECK BY TKP BDJ JOB NO: 18-016 DATE: May 9, 2019 C C:) + W W +Q � U) C:) C:) W rn 'r-, 0 0 C) W W Z LL W x U) 0 1 � t W iD z �W/ I..L 0 LL W W Z O L0 z cn U v W 0 0� a O O U)o Lu r - a z O ujz D J c� S�p N A is £N 1S IFR 41778, c-2 <�I F 0 F S SHEET 8 OF SHEETS SEE CENTENNIAL TOWNHOMES SITE DEVELOPMENT PLAN BC -44 4675,1 1114 4l \ 4874.99 0403.4. + 6.7 BC-PC.62 r / \ _ _ +46.4$ STA:7+44.62 f i 0403.4.1.A.1 `.. 0401.4.1.A.1 -08-D OFF: 25.00L 6 0706.4.1.E.1-04 -PI-LP STA:4+99.38 fl. r b; 0401.4.1.A.1 -06-D OFF: -24.99E 0401.4.1.A.1 -06-D ���0706i101.4.1.A.1-01 f 1101.4A .A.1-01 0402.4.1.A.1 -06-D - - -� 0402.4.1.A.1 -08-D STA: 7+44.62 STA: 1+16.25 OFF: -15.30L OFF: -5.27L -4$75 4875. 0402.4: A.1 -06-D ' � � � STA: 4.1..98 y BC -PI 4. 0401.4.1.8.1-8888-D +1 0401A -1.A.' OFF: -17.50E ti TBC- STA: 6+63.72 0402.4.1.A.1 -08-D 6+26.7 OFF: 0.00 STA: 6+70.23 OFF: 0.00 0401.4.1.A.1 -OB -d W� X00 ...�» __ - �.-._.�.,,� � � 6+ � � 0402.4.1.A.1-0�3_Li -_ � y 7-. �/ W STA: 6+58.74 RONDO STREET L.L _r 1 OFF: 0.00 '� STA:1 +00.00 0401.4.1.8.1$86-D I m U 01.4.1.A.13-12 0402.4.1.A.1 -O$ -D STONEBRIDGE ST STA: 7+44.62 _- e' ss �... _. - - -- --- __a�. OFF: 0.00 ?4 74.8 STA: 0+93.80 STA:6+68.99 75. © 0501.4-1.x.1 {58 P TBC -PC OFF: -5.20L / GB# 10 _ +2 BC -PI rrI-� 0601.4.1.A.13-12 - 0502.4.1.A.1 -0i MH SS3 `` _+11 vJ I 04(01.4.1.A.1 -08-D 4$75: a--h-101.4.1.A.1-01 4$72 0706.4.1. E.1-04 STORM TECH INFILTRATORS SEE CHART 0602.4.1.N.1-01 0+53.0 17_251 STA: STA:0+53.00 FUTURE DEVELOPMENT STONEBRIDGE STREET PLAN VIEW EXISTING SURFAC DESIGN PROFILE 0.54% Install 4' of 8" C50 DI Pipe @ 5' Min Cover 0706.4.1.E.1-04 Install FH Flange: 4875.85 \ I)l SSMH 3 Sta:6+74.07 OFF:IO.00R Riw4874.9B INV INA864.97 INV INA864,97 INV INA864.97 INV OUTA864.87 16 STA: 7+61.92 OFF: 0.00 17 Install 14' of 8" C50 ❑1 Pipe @ 5' Min Cove 4$6$ Install 5' of 8" C50 DI Pipe @ 5' Min Cover Install 74' of 8" C50 DI Pipe @ 5' Min Cover Install 156' of 8" C50 Dl Pips @ 5' Min Cover DATUM ELEV i+ouv. UU 1~ tm lqr Install 218' of 8" SDR -35 San. Pipe @ 0.40% STUB OUT FOR FUTURE DEVELOPMENT Install 88' of 8" SDR -35 San. Pipe @ 0.40% .. C) PIPE C50 -DI r N ..' N C50 -DI @ 5' MIN Wj N (N %_0 N to .r 1CC) 0D 00 00 IT 00 It 00 It 00 It o~D ~ 00 'Tr co 0014t It 00 IT 5+00 6+00 7+00 STONEBRIDGE STREET PROFILE VIEW r INFILTRATOR INFORMATION STORM SEWER MANHOLE SD MH SIDE RIGHT NO, OF INFILTRATORS 13 DESIGN VOLUME (sq ft) 973.7 TOTAL LENGTH (ft) 95.52 APPROVED BY 7� GRAPHIC SCALE 20 0 10 20 40 80 NOTE: 1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3. ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEA AND CITY OF REXBURG STANDARDS. 4. ENSURE 18' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON -POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5. CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6. ALL ADA RAMPS TO BE INSTALLED PER ISPWC SD -712 City of REXBURG ( IN FEET ) 1 inch = 20 ft. 0401.4.1.A.1 -06-D I INSTALL 6" WATER DATE: K11pW Whet'S I18IOW. Call before you dig. T1` PIPE C50 -DI 0401.4.1.A.1 -08-D INSTALL 8" PIPE LTJ C50 -DI @ 5' MIN 00 COVER 0401.4.1.B.1 -08 -EC INSTALL 8" END z CAP 0401.4.1. B.1 -886-D INSTALL 8"x8"x6" -0 CO co TEE C50 -DI 0401.4.1.B.1 -8888-D INSTALL WATER Q 9 PIPE CROSS � _2 8"x8"x8"x8" C50 -DI 0402.4.1.A.1 -06-D INSTALL 6" Li L WATER VALVE LID C50 -DI 0402.4. 1.A. 1 -08-D I INSTALL 8" WATER VALVE C50 -DI 0403.4.1.A.1-01 IINSTALL W WATEROUS BRAND FH 0501.4.1.8.1-08-P ASSEMBLY INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% 0502.4.1.A.1-01 INSTALL 4' SS MH PER ISPWC SD -501 0602.4.1.N.1-01 INSTALL STORM Q TECH INFILTRATOR V SEE SHEET 3 AND CHART THIS SHEET 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD -709 11Q1.4.1.A.1-01 INSTALL STREET LIGHT PER W REXBURG STD.. W SHEET 9 DATE: K11pW Whet'S I18IOW. Call before you dig. T1` U) T C] qT M & LTJ 00 00 ui Li d 7zU z 0 LO C_ co .: Li7 U -0 CO co 7 If U' L d0 Q 9 as � _2 '�' & 0 a Li L LID DRAWN BY CHECK BY TKP BDJ JOB NO: 18-016 DATE: May 9, 2019 o O U) z LTJ 0 00 ui 5 z w w U) J '0 0 W Lr) 0 z W O W �...r (fi WW Q V ❑ W 03 W W z O LLi � z v z O I -w w U O O v� a Lu 0 SHEET OF W (D CK x Lu L.L. \0 A C F L 176 8 05 1-0 o S, 0 F \E X04 9 11 SHEETS U) z 0 D 5 z w w J SHEET OF W (D CK x Lu L.L. \0 A C F L 176 8 05 1-0 o S, 0 F \E X04 9 11 SHEETS 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. City of REXBURG DATE: LJ 8. All off-site construction shall be stabilized at the end of the working day. 9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water management regulations. 10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable units by an approved sanitary waste management contractor. 11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. 12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment. 13. The contractor shall be responsible for adjusting the erosion control measure-, due to grade changes during the development of the project. 14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and leaks. 15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water, including run-on discharges and outlets for onsite discharges. 16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle settling. 17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does not affect contamination of stormwater. 18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially in the storm water.. 19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley manner to prevent the release of pollutants. 20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance of their intended use. 21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. 22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any storm of 0.5 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date the site is stabilized. 23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP and appropriate training regarding stormwater pollution prevention. NOTE: 1. AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO RETENTION BASINS AND PIPING PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS 2. INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION OF THE PROJECT. 3, WITCH HAT TO BE PLACED ON NEAREST TWO (2) INLET BOXES TO BE PROJECTED THROUGH THE DURATION OF PROJECT. LEGEND -moi- STORM WATER DRAINAGE AREA TO BE DISTURBED STABILIZE CONSTRUCTION ENTRANCE/EXIT COMBINATION STAGING AREA & VEHICLE EQUIPMENT CLEANING, FUELING AND MAIN. MATERIALS STORAGE AREA & STOCKPILE MANAGEMENT SILT FENCE OR EROSION EEL TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR 60 8 GRAPHIC SCALE 0 66 120 ( 1N FEET ) 1 inch = 60 ft. SEDIMENTATION AREA CONCRETE WASHOUT WITCH HAT POTENTIAL POLLUTANTS CHEMICAL MSDS # LOCATION TO BE FILLED OUT BY CONTRACTOR 24D Z r CD -r C') 00 � W Z W W co L.LCD _7 ' , LJ Ll Q o = Lr) coo ii d C) Z U LcoCD CL ® a) co Q9 U J 0 0 l` V L] < 0� 0 1 Z LL0 DRAWN BY CHECK BY TKP BOJ JOB NO: 18-0161 DATE: May 9, 2019 Z 0 � W Z W W W C) CL W U 0 0 Z < 0� 0 _ Z LL0 Z C� W W T W Z ci Z 0 LU W rJ W W hd 0 � to V) LL W U) Z 0 Z W W U 17 8 � c��� p�c �Ir /r -F OF `0 S SHEET 10 11 OF SHEETS WOOD POSTS 4'-0" MIN LENGTH 2'-0" MIN. DEPTH IN GROUND GEOTEXTILE FABRIC ONLY BACKFILL AND COMPACT TRENCH WITH EXCAVATED S ATTACH THE FABRIC TO POSTS WITH WERE STAP OR WOODEN LATH AND I a m NOTES. TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY ANIn At -Jr IC)P TWP C'_FC1TPYTII F FAPPIr FCII n UA.TPPIAL TO FIT ATED SOIL. WASHOUT AREA MUST BE SLOPE ENTRANCE TO WASHOUT AREA FOR ENCLOSED W! SILT FENCE CONTAINMENT PURPOSES X : It v WASHOUT TO BE LINED WITH CLEAN ROCK OR RIP -RAP TO ACT AS FILTER AND EROSION CONTROL �4 a EXCAVATE BOTTOM V TO PROVIDE LOWERED BOWL -LIKE AREA PROVIDE BERM AROUND WASHOUT AREA X ll x TRUCK WASHOUT NOT TO SCALE --' 18" OAK OR 3"-4" TOP DRESSING OF 2" STONE BALLAST DETAIL 6"-8" COMPACTED. FRACTURED STONE, PROPOSED SIDEWALK + + + FO^r G�pi 5d ,��1P� 1 TOTAL 9"-12" OF 'a5' COMPACTED STONE hoa M G� S�C� CURB CUT 1-0 BE INSTALLEV Pg03� FOR NEW SITE ENTRANCE PROPOSED + + + + + SEE BALLAST DETAIL SIDEWALK + + + + + + + + + + --- CURB CUT TO BE INSTALLED + + + + + + FOR NEW SITE ENTRANCE EEL JOINT WRAP ------, VELCRO STRIP — TIE -STRING END OF EEL SEWN END OF ADJACENT EEL TGE -STRING END OF EEL SEWN SEAM EDGE ----/ PRESS ENDS TOGETHER SIDE VIEW EROSION EEL DETAIL El -Bl: EEL JOINT WRAP N.T.S. EEL JOINT WRAP SECURED TIGHTLY AROUND JOINT USING �v VELCRO STRIP. SECURE ENDS OF STAKES AS DIRECTED 12" MIN. FLOW FLOW 6" 12" ------ EROSION EROSION EEL OVERLAP/JOINT DETXL --SANDBAG SHALL BE INSTALLED IN FLOW LINE DOWNSTREAM OF CONSTRUCTION ENTRANCE ANCHOR LOOP (4 PER 10 FT. BAC). SHEET FLOW STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE PRESSURE - — — — --- --- -- — — — -- TREATED 2 x 6 2LL;�•, = x BOLTS MAIL BOX -. NOT TO SCALE 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 ■ City of REXBURG 0 INSTALL EROSION EELSTM PARALLEL TO THE SLOPE CONTOURS. PLACE 100 ft. OF EROSION EELS TM FOR EVERY 0.25 ACRE DRAINAGE AREA. EIC EEL BUTT JOINT F_ EROSION EELT"* 0 EROSION EEL TM BUTT ENDS OF EEL TOGETHER AND JOIN E1 -C TIGHTLY WITH JUNCTION WRAP (PER DETAIL E1 -B1 THIS SHEET). DETAIL Fl -B: INTERCEPTING SHEET FLOW PERPENDICULAR TO FLOW PATH - PLAN VIEW SEWN SEAM TIE -STRING EDGF END OF EEL TO FORM BUTT JOINT, PRESS TIED END OF EEL AGAINST SEWN EDGE OF ADJACENT EEL. EROSION EEL GENERAL NOTES: DETAIL El -131 1. EROSION EELS USED IN PERIMETER CONTROL APPLICATIONS SHALL HAVE A SPECIFICATION MIXTURE 1.1 OR 1.2. a. MIXTURE SPECIFICATION 1.1. A FILTER MIXTURE COMPRISED OF 50% SHREDDED RUBBER AND 50% WOOD CHIP PARTICLES BY VOLUME. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH_ THE WOOD CHIPS SHALL BE PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP 9-03. b. MIXTURE SPECIFICATION 1.2. A FILTER MIXTURE COMPRISED OF 1/3 SHREDDED RUBBER, 113 WOOD CHIPS, AND 1/3 RECYCLED SYNTHETIC FIBERS. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH. THE WOOD CHIPS SHALL BE PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP 9-03. THE SYNTHETIC FIBERS SHALL BE PRODUCED FROM RECYCLED, MANUFACTURED MATERIALS, SUCH AS, BUT NOT LIMITED TO, PRE -CONSUMER SCRAP CARPET, TIRE CHORD, AND TIRE FIBER MATERIALS. 2. EROSION EELS SHALL BE MANUFACTURED FROM A WOVEN GEOTEXTILE COVERING WITH INTERIOR FILTER MATERIALS SUCH AS 100% SHREDDED RUBBER (MIXTURE SPECIFICATION 1.0, 50% SHREDDED RUBBER/50% AASHTO-CERTIFIED WOOD CHIPS (MIXTURE SPECIFICATION 1.1). 3. LENGTHS OF EROSION EELS SHALL BE EITHER A NOMINAL +/-10 FT_ OR +/- 4.5 FT. NOMINAL DIAMETER SHALL BE +/--9.5 INCHES. 4_ EROSION EELS CAN BE PLACED AT THE TOP, ON THE FACE, OR AT THE TOE OF SLOPES TO INTERCEPT RUNOFF, REDUCE FLOW VELOCITY, RELEASE THE RUNOFF AS SHEET FLOW AND PROVIDE REMOVAL OF SEDIMENT FROM THE RUNOFF. 5. EROSION EELS SHALL BE INSTALLED ALONG THE GROUND CONTOUR, AT THE TOE OF SLOPES, AT AN ANGLE TO THE CONTOUR TO DIRECT FLOW AS A DIVERSION BERM, AROUND INLET STRUCTURES, IN A DITCH AS A CHECK DAM TO HELP REDUCE SUSPENDED SOLIDS LOADING AND RETAIN SEDIMENT, OR AS A GENERAL FILTER FOR ANY DISTURBED SOIL AREA. 6. NO TRENCHING IS REQUIRED FOR INSTALLATION OF EROSION EELS 7. PREPARE SED FOR EEL INSTALLATION BY REMOVING ANY LARGE DEBRIS INCLUDING ROCKS, SOIL CLODS, AND WOODY VEGETATION. EROSION EELS CAN ALSO BE PLACED OVER PAVED SURFACES INCLUDING CONCRETE AND ASPHALT WITH NO SURFACE PREPARATION REQUIRED. 8. RAKE BED AREA WITH A HAND RAKE OR BY DRAG 'HARROW. 9. DO NOT PLACE EEL DIRECTLY OVER RILL AND GULLIES UNTIL AREA HAS BEEN HAND --EXCAVATED AND RAKED TO PROVIDE A LEVEL BEDDING SURFACE. ALL SURFACES SHALL BE UNIFORMLY COMPACTED FOR MAXIMUM SEATING OF EELS IN PLACE. 10. FOR LOCATIONS WHERE EELS WILL BE PLACED IN CONCENTRATED FLOWS (SUCH AS CHECK DAMS, INLET PROTECTION) AND FOR PERIMETER CONTROLS AT PRIMARY DISCHARGE LOCATIONS, BED THE EELS IN A FLOCMAT CRADLE PER THE DETAILED DRAWINGS. 11. FOR DITCH APPLICATIONS, THE MAXIMUM DRAINAGE AREA SHALL BE 10 ACRES. 12. IF MORE THAN ONE EROSION EEL SS PLACED IN A ROW, THE EELS SHALL BE OVERLAPPED A MINIMUM OF 12 INCHES TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. COMPRESS THE TWO EELS OF THE OVERLAP TIGHTLY TOGETHER EITHER BY HAND OR MANUFACTURER ---APPROVED MECHANIZED MEANS. 13. WHEN USED IN DITCHES AS A CHECK DAM, EROSION EELS SHALL BE INSTALLED PER MANUFACTURER'S DETAILS. 14, FOR CHECK DAM APPLICATIONS, EROSION EELS SHALL BE PLACED PERPENDICULAR TO THE FLOW OF THE WATER- EROSICN EELS SHALL CONTINUE UP THE SIDES SLOPES A MINIMUM OF 3 FEET ABOVE THE DESIGN FLOW DEPTH. 15. EROSION EELS SHALL REMAIN IN PLACE UNTIL FULLY ESTABLISHED VEGETATION HAS COMPLETELY DEVELOPED OR UNTIL THE STORAGE CAPACITY/FUNCTIONAL LIFE OF THE EEL HAS BEEN EXHAUSTED (REQUIRING REPLACEMENT WITH NEW EELS). 16. ANCHORING POSTS FOR CHECK DAM APPLICATIONS SHALL HAVE A MINIMUM WEIGHT OF 1.25 LBS/FT STEEL T -POSTS (5 TO 7 FT. LENGTHS) ROLLED FROM HIGH CARBON STEEL. POSTS SHOULD BE HOT -DIP GALVANIZED OR COATED WITH A WEATHER -RESISTANT PAINT FOR STEEL APPLICATION. POSTS SHOULD BE EQUIPPED WITH A METAL ANCHOR PLATE. INSTALL PER DETAILS ON THIS SHEET. 17. PLACE T -POSTS THROUGH HANDLE OF BAGS. DO NOT DRIVE POSTS THROUGH EROSION EELS . T -POSTS ARE TO BE EMBEDDED A MINIMUM OF 2 FT INTO GROUND. �' (in r-- co ZZ co < [Li iod Q °LL0 'L U 0% 00 j: LJJQ �-- 00 0 -0 ®04 Q Q, 0 W v n& O (D I— p � LJ L, r W r-- 1 M®' W W DRAWN BY CHECK BY TKP BDJ JOB NO: 15-016 DATE: May 9, 2019 w < W w �-- 0 Z W O (D I— p z W M®' W W O I° x J ❑ w O �C V W I— 2 iu01 z O 0 W P P+I = V) 0 eC U 0) a Lu cn z 0 z z w j w� J c.� ANAL, c�5 5,G( 176 S 9 OF �® SHEET OF SHEETS