SCENIC REGIONAL LIBRARYBAVARIAN HILLS PLAZAHERMANN, …

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GENERAL PLAN NOTES

PIPE MATERIAL NOTES

ASPHALT CORINGS

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location information.

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(ie. Trenching, Blasting, etc.)

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plans shall be strictly followed

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construction required by these

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All OSHA rules & regulations

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established for the type of

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the start of any excavation

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on this site, contractor shall

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call 1-800-DIG-RITE for utility

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Three working days prior to

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530A E. Independence Dr. Union, Missouri 63084nion, Missouri 63084Missouri 63084issouri 63084

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636-584-0540 (tel.)

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636-584-0512 (fax)

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[email protected]

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Missouri State Certificate of Authority Numbers: Survey Engineering Architecture

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: 000380 : 001655 : 2002014240

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JMM

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ERR

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AUG. 12, 2021

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1" = 20'

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20-8460

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EROSION CONTROL NOTES: 1. Land disturbing activities shall not commence until approval to do so has Land disturbing activities shall not commence until approval to do so has been received by governing agencies and until all erosion control measures have been taken. 2. Contractor shall assure positive drainage from buildings for all natural & Contractor shall assure positive drainage from buildings for all natural & paved areas. 3. No land clearing or grading shall begin until all erosion control measures No land clearing or grading shall begin until all erosion control measures have been installed. 4. Site grading shall not proceed until erosion control measures have been Site grading shall not proceed until erosion control measures have been taken. 5. Should construction stop for longer than 14 days, the site shall be seeded Should construction stop for longer than 14 days, the site shall be seeded as specified by temporary seeding mix. 6. Maintain erosion control measures after each rain and at least once a week. Maintain erosion control measures after each rain and at least once a week. 7. This plan shall not be considered all inclusive as the contractor shall take all This plan shall not be considered all inclusive as the contractor shall take all necessary precautions to prevent soil sediment from leaving the site. 8. Contractor shall comply with all state and local ordinances that apply. Contractor shall comply with all state and local ordinances that apply. 9. Additional erosion and sediment control measures will be installed if deemed Additional erosion and sediment control measures will be installed if deemed necessary by on site inspection. 10. If installation of storm drainage system should be interrupted by weather or If installation of storm drainage system should be interrupted by weather or nightfall, the pipe ends shall be covered with filter fabric. 11. Contractor shall be responsible to take whatever means necessary to establish Contractor shall be responsible to take whatever means necessary to establish permanent soil stabilization. 12. The contractor is responsible for keeping stormwater run-off and siltation The contractor is responsible for keeping stormwater run-off and siltation under control during construction. 13. Contractor shall maintain the site in a well-drained manner in order to Contractor shall maintain the site in a well-drained manner in order to assume the shortest possible drying time after each rainfall. This will mean that pumping of standing water in low areas on the site will most likely be required during construction. 14. It shall be the contractor's responsibility to keep mud and silt on site off of It shall be the contractor's responsibility to keep mud and silt on site off of streets. 15. In areas where french drain & storm sewer share the same trench, backfill In areas where french drain & storm sewer share the same trench, backfill shall be clean to allow for proper drainage.

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1. (A) Storm sewer pipe shall be reinforced concrete pipe, Class III per ASTM C-76, (A) Storm sewer pipe shall be reinforced concrete pipe, Class III per ASTM C-76, with flexible plastic bitumen gaskets at joints. Pipe shall be installed in accordance Pipe shall be installed in accordance with pipe manufacturer's installation guidelines. OR OR (B) Polypropylene Pipe (PP) per ASTM F-2881 & F-2764; pipe shall be installed in accordance with pipe manufacturer's installation guidelines. 2. Sanitary sewer pipe shall be SDR 35 PVC. Sanitary sewer pipe shall be SDR 35 PVC. 3. Storm sewer downspout collector pipe shall be SDR 35 PVC pipe. Storm sewer downspout collector pipe shall be SDR 35 PVC pipe. Storm sewer downspout laterals shall be Schedule 40 PVC pipe. 4. Water lines shall be SDR 21 Class 200 PVC pipe. Water lines less than Water lines shall be SDR 21 Class 200 PVC pipe. Water lines less than 2" and smaller shall be SDR 9 PE tubing. All water lines constructed shall have a minimum of 42 inches of cover below finish grade, unless otherwise indicated on the plans.

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1. The sitework on this project shall meet or exceed City of Hermann standards and The sitework on this project shall meet or exceed City of Hermann standards and specifications. 2. Bearing system is based on Gloe Subdivision Plat 2 as recorded in Bk 5, Pg 13. Bearing system is based on Gloe Subdivision Plat 2 as recorded in Bk 5, Pg 13. 3. Project benchmark is G.R.S. Station Z 102 reset published Elev. = 518.70 (NAVD 88) Project benchmark is G.R.S. Station Z 102 reset published Elev. = 518.70 (NAVD 88) 4. Site Benchmark is a PK Nail near the Northwest property corner as shown on plans. Site Benchmark is a PK Nail near the Northwest property corner as shown on plans. Elev. = 531.87 (NAVD 88) 5. Site is zoned: "C-2" Highway Commercial District per the official City of Hermann Site is zoned: "C-2" Highway Commercial District per the official City of Hermann zoning map 6. This property is within Zone "X" (Unshaded). Areas determined to be outside of the This property is within Zone "X" (Unshaded). Areas determined to be outside of the e "X" (Unshaded). Areas determined to be outside of the 0.2% annual chance floodplain per Flood Insurance Rate Map for Gasconade County, Missouri and Incorporated areas, Panel 54 of 500, Map Number 29073C0054D, effective date July 18, 2011. 7. The contractor is encouraged to visit the site prior to submitting their bid for this The contractor is encouraged to visit the site prior to submitting their bid for this project. 8. This property is in accordance with generally accepted construction practices, the This property is in accordance with generally accepted construction practices, the his property is in accordance with generally accepted construction practices, the in accordance with generally accepted construction practices, the Contractor will be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. Contractor will be responsible for providing and maintaining all barricades, warning signs, flashing lights and traffic control devices during construction. Contractor to comply with all OSHA regulation requirements and safety meeting requirement. 9. All survey monuments disturbed during construction shall be replaced by a licensed All survey monuments disturbed during construction shall be replaced by a licensed land surveyor licensed in the state in which this project is located at the Contractor's expense. 10. Underground structures, facilities and utilities have been plotted from available Underground structures, facilities and utilities have been plotted from available surveys and records. Therefore, their locations must be considered approximate only. There may be others, the existence of which is presently not known. 11. No investigation has been performed by Cochran regarding hazardous waste, No investigation has been performed by Cochran regarding hazardous waste, underground conditions or utilities affecting the tract shown hereon. 12. Contractor to contact telephone, electric, gas, water and cable companies to have Contractor to contact telephone, electric, gas, water and cable companies to have underground utilities located on this site and adjacent to this site prior to doing any excavating. 13. The Contractor is specifically cautioned that the location and/or elevation of existing The Contractor is specifically 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 information is not to be relied on as being exact or complete. The Contractor must call the appropriate utility company to request exact field location of utilities. It shall be the responsibility of the Contractor to relocate all existing utilities, which conflict with the new improvements shown on plans. 14. Refer to architectural plans for exact building dimensions and exact utility entrance Refer to architectural plans for exact building dimensions and exact utility entrance locations. 15. All trenching, pipe laying, and backfilling shall be in accordance with Federal OSHA All trenching, pipe laying, and backfilling shall be in accordance with Federal OSHA Regulations. 16. Contractor shall coordinate adjustments to existing utilities with appropriate utility Contractor shall coordinate adjustments to existing utilities with appropriate utility company as work progresses. 17. Contractor shall coordinate the scheduling and location of the demolition and Contractor shall coordinate the scheduling and location of the demolition and installation of all utilities, including stakeout, conduit required, trenching required, etc. Contractor shall contact each utility provider with at least 30 days advance notice of any work to be done. 18. If any existing structures to remain are damaged during construction it shall be the If any existing structures to remain are damaged during construction it shall be the Contractor's responsibility to repair and/or replace the existing structure as necessary to return it to existing conditions or better. 19. All trenches under paved areas shall be backfilled with granular material and All trenches under paved areas shall be backfilled with granular material and be backfilled with granular material and compacted to meet compaction requirements for the road/parking lot. 20. Contractor shall provide a minimum of 18" of clearance between sanitary sewer and Contractor shall provide a minimum of 18" of clearance between sanitary sewer and waterlines and a minimum of 18" of clearance between storm sewers and waterlines. This may mean that lowering of waterlines may be necessary. City must approve any lowering of waterlines prior to work. 21. Precast structures may be used at Contractor's option. Precast structures may be used at Contractor's option. 22. Storm and sanitary sewer plan information depicts pipe lengths and grades calculated Storm and sanitary sewer plan information depicts pipe lengths and grades calculated from the center of all structures. 23. All storm pipe entering structures shall be grouted to assure connection at All storm pipe entering structures shall be grouted to assure connection at structure is watertight. 24. Utility Contractor shall provide 2' x 2' x 8" thick concrete apron at all sanitary and Utility Contractor shall provide 2' x 2' x 8" thick concrete apron at all sanitary and storm cleanouts outside of building, see details. 25. All unsurfaced areas are to receive 4 inches of topsoil. Contractor to seed, mulch, All unsurfaced areas are to receive 4 inches of topsoil. Contractor to seed, mulch, fertilize, and maintain all areas outside of paved areas that were disturbed during construction until an acceptable stand of grass is established. The Contractor shall be responsible to take whatever means necessary to establish permanent soil stabilization. 26. Existing grade contours shown at 1 foot intervals. New grade contours shown at 1 Existing grade contours shown at 1 foot intervals. New grade contours shown at 1 foot intervals. 27. All cut or fill slopes shall be 3:1 or flatter unless otherwise noted. All cut or fill slopes shall be 3:1 or flatter unless otherwise noted. 28. TP = Top of pavement TP = Top of pavement TC = Top of curb TG = Top of grade TW = Top of wall EX = Existing 29. Contractor shall saw cut all curb and gutter sections, concrete medians and along Contractor shall saw cut all curb and gutter sections, concrete medians and along pavement where new construction ties into existing areas. Contractor shall adjust and/or cut existing pavement as necessary to assure a smooth fit and continuous grade. Contractor shall maintain traffic flow and provide traffic control throughout construction. 30. Contractor shall be responsible to remove any basements, wells, utility lines, Contractor shall be responsible to remove any basements, wells, utility lines, foundations, cisterns, cellars, etc. on site which exist and are within the projects construction area. 31. All existing structures unless otherwise noted to remain, (i.e. fencing, trees, concrete, All existing structures unless otherwise noted to remain, (i.e. fencing, trees, concrete, asphalt pavement, utilities, etc.) within the construction area shall be removed and disposed off-site in a manner meeting local and state regulations. Any burning on site shall be subject to local and state ordinances and the Owner's Specifications. 32. All demolition, disposal, etc. fees are to be paid by the Contractor. All demolition, disposal, etc. fees are to be paid by the Contractor. 33. Parking is to be striped with 4" wide painted yellow lines as indicated. Parking is to be striped with 4" wide painted yellow lines as indicated. 34. Storm sewer and sanitary sewer shall be constructed from the lowest Storm sewer and sanitary sewer shall be constructed from the lowest point to the highest point. (Downstream to Upstream)

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Rock Preparation and Compaction: Prior to fill placement, vegetation should be stripped and sloped areas should be benched. The fill materials placed at the site will consist primarily of a rock/soil mixture and blasted rock generated from the site. The shot rock fill materials should be well graded with particle sizes ranging from sand and silt to boulders less that 18 inches in diameter. Boulders larger than 18 inches in diameter should be separated and broke using a track hoe with a breaker or by other means or the boulders should be placed in non-critical fill areas, as approved by a soil technician. We recommend that boulders larger than 18 inches not be placed in areas where they will be encountered when excavating to install utilities or construct basements, or within 2 or 3 feet of the street subgrade level. Where the larger boulders are placed, care should be taken to ensure that voids are not present around them. It may be necessary to place gravel to in fill or "choke off" voids around the larger boulders. Ripped rock and shot rock should be placed in horizontal lifts not exceeding 18 inches in loose thickness and compacted by a minimum of five passes of a vibratory roller weighing at least 10 tons. Proper compaction may not be achieved without vibratory roller. Due to the varying graduation of fill materials, density tests will generally be considered inappropriate to determine the quality of the fill. Therefore, performance criteria will be used to evaluate the fill. This involves observing the placement of each lift of fill and the effects of the compaction equipment prior to placing additional fill.

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Soil Preparation and Compaction: Remove all stumps, bushes, trees, weeds, roots and other surface obstructions from the site. Contractor to strip all topsoil from the entire area to be graded. After the removal of all foreign organic matter, and after stripping of topsoil, the entire surface to be filled, or areas that are cut to subgrade shall be scarified to a minimum depth of 12 inches and the compacted by proof rolling with suitable compaction equipment weighing not less than 400 psi based on the contact area of one row of feet, or pneumatic-tired roller of equivalent compaction characteristics. The maximum thickness of fill shall be in lifts not to exceed 8 inches. The proof rolling and the fill compaction operations under the building and paved areas shall produce at least 95% of the Standard Proctor Maximum Dry Density Test (ASTM D-698). Any soft areas encountered during proof rolling shall be undercut and replaced with a properly compacted fill. The compaction of the fill shall be tested during placement by a qualified soil technician to determine if the proper densification is taking place. All fill used on the site should consist of low plasticity soils as approved by the soils engineer. After proof rolling, no water should be allowed to pond on the surface. The earthwork for all building foundations and slabs shall be in accordance with architectural building plans and specifications. Compaction equipment shall be operating of the site at all times during filling operations.

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CORE NO. 1: 3" ASPHALT OVER 3" BASE ROCK CORE NO. 2: 4 " ASPHALT OVER 8 " BASE ROCK 38" ASPHALT OVER 8 " BASE ROCK 34" BASE ROCK CORE NO. 3: 3 " ASPHALT OVER 5" BASE ROCK12" ASPHALT OVER 5" BASE ROCK

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EXISTING METAL FRAME BUILDINGFINISHED FLOOR ELEV. = 534.58

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636-584-0540 (tel.)

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636-584-0512 (fax)

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[email protected]

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: 000380 : 001655 : 2002014240

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KJL

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SAL

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AUG. 12, 2021

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1" = 20'

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20-8460

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0

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10

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20

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20

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AUGUST, 2021

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NOTES: 1. BASIS OF BEARINGS - GLOE SUBDIVISION PLAT 2 AS RECORDED IN BK 5, PG 13 2. NO INVESTIGATION HAS BEEN PERFORMED BY COCHRAN REGARDING HAZARDOUS WASTE, UNDERGROUND CONDITIONS OR UTILITIES AFFECTING THE TRACT SHOWN HEREON. UNDERGROUND CONDITIONS OR UTILITIES AFFECTING THE TRACT SHOWN HEREON. 3. THIS PROPERTY LIES WITHIN "ZONE X" (UNSHADED). AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PER FLOOD INSURANCE RATE MAP FOR JEFFERSON COUNTY, MISSOURI AND INCORPORATED AREAS, MAP NUMBER 29099C0343F, EFFECTIVE DATE JUNE 20, 2019. 4. UNDERGROUND STRUCTURES, FACILITIES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE UNDERGROUND STRUCTURES, FACILITIES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE PLANS AND OBSERVED EVIDENCE. ALONG WITH LOCATES FROM LOCAL UTILITY COMPANIES, AND WITH LOCATES FROM LOCAL UTILITY COMPANIES, AND MISSOURI ONE CALL. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY AND MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. 5. MISSOURI ONE CALL TICKET: #203630196 6. NO OBSERVED EARTHMOVING WORK WAS CURRENTLY BEING PERFORMED AT TIME OF SURVEY. 7. PROJECT BENCHMARK IS G.R.S. STATION Z 102 RESET PUBLISHED ELEV. OF 518.70 (NAVD 88) PROJECT BENCHMARK IS G.R.S. STATION Z 102 RESET PUBLISHED ELEV. OF 518.70 (NAVD 88) PROJECT BENCHMARK IS G.R.S. STATION Z 102 RESET PUBLISHED ELEV. OF 518.70 (NAVD 88) IS G.R.S. STATION Z 102 RESET PUBLISHED ELEV. OF 518.70 (NAVD 88) (NAVD 88) 8. SITE BENCHMARK IS A PK NAIL NEAR THE NORTHWEST PROPERTY CORNER. ELEV. = 531.87 (NAVD 88)

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VICINITY MAP

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NOT TO SCALE

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PROPERTY LINE

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RIGHT-OF-WAY

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AERIAL ELECTRIC

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AE

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UTILITY POLE / GUY WIRE

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UNDERGROUND ELECTRIC

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UGE

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UNDERGROUND TELEPHONE

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UGT

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SANITARY SEWER

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SAN

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STORM SEWER

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INLET

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GAS LINE

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WATER LINE

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FIRE HYDRANTS

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TREE

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FENCE

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CONCRETE PAVEMENT

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ASPHALT PAVEMENT

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GRAVEL SURFACE

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SANITARY MANHOLE

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LEGEND

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INDEX CONTOUR

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500

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INTERMEDIATE CONTOUR

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GAS METER

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WATER VALVE

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SIGN

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BAVARIAN HILLS PLAZA (CONCRETE PAVEMENT) 60' RIGHT-OF-WAY

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BAVARIAN HILLS PLAZA

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100

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EXISTING STOP SIGN

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EXISTING STORM STRUCTURE TOP ELEV. = 547.43 F.L. ELEV. = 536.13

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EXISTING STORM SEWER JUNCTION BOX TOP ELEV. = 535.01 F.L. N,S&W ELEV. = 525.01 F.L. SE ELEV. = 526.11 F.L. E ELEV. = 528.51 & 529.21

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EXISTING GRATED CURB INLET INLET ELEV. = 529.92 INVERT ELEV. = 527.82

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EXISTING 12" PIPE

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EXISTING 12" PIPE

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EXISTING 48" CONC. BOX

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EXISTING MANHOLE TOP ELEV. = 533.48 F.L. ELEV. = 522.68

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EXISTING GRATED CURB INLET TOP ELEV. = 533.16 F.L. ELEV. = 524.86

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EXISTING 36" STORM SEWER F.L. ELEV. = 530.5

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EXISTING 12" DOWNSPOUT DRAIN F.L. ELEV. = 531.10

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EXISTING PLASTIC INLET TOP ELEV. = 533.58 F.L. ELEV. = 531.83

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EXISTING GRAVEL

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EXISTING GRATED INLET INLET ELEV. = 533.94 INVERT ELEV. = 531.64

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EXISTING CURB

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EXISTING FENCED TRASH ENCLOSURE

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EXISTING ELECTRIC TRANSFORMERS

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EXISTING WATERLINE END OF LOCATES

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8"

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FOUND IRON PIPE

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EXISTING BLOCK RETAINING WALL

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EXISTING 12" HDPE

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EXISTING 48" R.C.P

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EXISTING 48" R.C.P

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EXISTING 12" PVC

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EXISTING DOCK LEVELER

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EXISTING CANOPY

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DOWNSPOUT

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EXISTING LIGHT POLE (TYP)

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EXISTING BUILDING COLUMN AND DOWNSPOUT (TYP)

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EXISTING DETECTABLE WARNING STRIP

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EXISTING DETECTABLE WARNING STRIP

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DANUBE (CONCRETE PAVEMENT) 50' RIGHT-OF-WAY

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EXISTING CANOPY

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EXISTING 8" PVC

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EXISTING 8" PVC

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EXISTING LIGHT W/ WATER SPIGOT

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EXISTING DRAINAGE EASEMENT

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LOT 5 GLOE SUBDIVISION PLAT 3 BK 5, PG 15

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LOT 2B GLOE SUBDIVISION PLAT 3 BK 5, PG 15

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EXISTING BOLLARD (TYP)

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ASPHALT CORINGS

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ASPHALT CORE (TYP.)

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: 000380 : 001655 : 2002014240

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JMM

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ERR

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AUG. 12, 2021

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1" = 20'

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20-8460

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0

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10

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20

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40

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20

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AUGUST, 2021

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PROPERTY LINE

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RIGHT-OF-WAY

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AERIAL ELECTRIC

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AE

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UGE

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UGT

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SANITARY SEWER

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SAN

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STORM SEWER

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SS

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INLET

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GAS LINE

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G

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WATER LINE

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W

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FIRE HYDRANTS

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TREE

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FENCE

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CONCRETE PAVEMENT

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ASPHALT PAVEMENT

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GRAVEL SURFACE

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SANITARY MANHOLE

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LEGEND

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INDEX CONTOUR

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500

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GAS METER

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GM

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WATER VALVE

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SIGN

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EXISTING STOP SIGN

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EXISTING STORM SEWER JUNCTION BOX TOP ELEV. = 535.01 F.L. N,S&W ELEV. = 525.01 F.L. SE ELEV. = 526.11 F.L. E ELEV. = 528.51 & 529.21

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EXISTING 12" PIPE

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EXISTING 12" PIPE

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EXISTING GRATED INLET TOP ELEV. = 533.16 F.L. ELEV. = 524.86

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EXISTING GRAVEL

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EXISTING CURB

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EXISTING FIRE HYDRANT

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8"

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EXISTING 12" HDPE

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EXISTING 48" R.C.P

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EXISTING 48" R.C.P

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EXISTING 12" PVC

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EXISTING DOCK LEVELER (TO BE REMOVED)

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EXISTING CANOPY

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34

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15

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36

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15

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DOWNSPOUT

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DS

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EXISTING BUILDING COLUMN AND DOWNSPOUT (TYP) (TO BE REMOVED)

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EXISTING DETECTABLE WARNING STRIP (TO BE REMOVED)

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EXISTING DETECTABLE WARNING STRIP (TO BE REMOVED)

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EXISTING 8" PVC

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EXISTING 8" PVC

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EXISTING BOLLARDS (TYP.) (TO BE REMOVED)

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EXISTING DOWNSPOUT (TO BE REMOVED)

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EXISTING DOWNSPOUT (TO BE REMOVED)

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EXISTING CONCRETE PAVEMENT (TYP.) (TO BE REMOVED)

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EXISTING CONCRETE PAD (TO BE REMOVED)

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EXISTING CONCRETE CURB & GUTTER (TO BE REMOVED)

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END CONCRETE CURB & GUTTER REMOVAL

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SAWCUT EXISTING CONCRETE CURB & GUTTER FULL DEPTH TO ENSURE A SMOOTH JOINT

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EXISTING CONCRETE APRON (TO REMAIN)

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EXISTING GAS METER (COORDINATE REMOVAL WITH GAS COMPANY)

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EXISTING GAS LINE (COORDINATE RELOCATION WITH GAS COMPANY)

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PARKING DATA

SITE DATA

BUILDINGSTANDARD SPACESACCESSIBLE SPACES TOTALPARKING

25,482 S.F.81 SPACES

4 SPACES85 SPACES

±2.31 AC.123 BAVARIAN HILLS BLVD.

LIBRARY TRACTADDRESS:

SITE LEGEND

UTILITY LEGEND


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UGE

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GM

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636-584-0540 (tel.)

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636-584-0512 (fax)

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[email protected]

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: 000380 : 001655 : 2002014240

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JMM

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ERR

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AUG 12, 2021

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1" = 20'

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20-8460

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0

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10

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20

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40

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20

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AUGUST, 2021

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EXISTING STOP SIGN

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EXISTING GRAVEL

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EXISTING CURB

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EXISTING FIRE HYDRANT (TO BE RESET)

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8"

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EXISTING CANOPY

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EXISTING 8" PVC

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EXISTING 8" PVCSANITARY SEWER

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ALL ASPHALT SHALL BE REMOVED & REPLACED (SEE PAVEMENT REPAIR PLAN FOR DETAILS)

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PROPERTY LINE

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RIGHT-OF-WAY

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EASEMENT

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AERIAL ELECTRIC

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AE

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UGE

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UGE

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UGT

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UNDERGROUND FIBER OPTIC

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FO

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FO

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SANITARY SEWER

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SAN

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SAN

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STORM SEWER

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SS

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INLET

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GAS LINE

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G

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WATER LINE

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W

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FIRE HYDRANTS

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TREE

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FENCE

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LIGHT

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CONCRETE PAVEMENT

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ASPHALT PAVEMENT

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GRAVEL SURFACE

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SANITARY MANHOLE

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LEGEND

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EXISTING

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PROPOSED

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GAS METER

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GM

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WATER VALVE

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DOWNSPOUT

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DS

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CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF BUILDING APRON, PATIOS, SLOPED PAVING, RAMPS, CONCRETE JOINT SPACING, MECHANICAL SCREENING, PATIO FENCES, FLAG POLE, PARKING LOT LIGHTING, PRECISE BUILDING DIMENSIONS, AND EXACT UTILITY ENTRANCE LOCATIONS.

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A

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NEW CONCRETE EQUIPMENT PAD (SEE ARCH. PLANS)

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NEW CONCRETE EQUIPMENT PAD (SEE ARCH. PLANS)

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NEW 5'x5' CONCRETE STOOP (SEE ARCH. PLANS)

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NEW CONCRETE PATIO (SEE ARCH. PLANS)

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NEW CONCRETE PATIO (SEE ARCH. PLANS)

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NEW RETAINING WALL AND FENCE (SEE ARCH. PLANS)

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NEW FENCE (SEE. ARCH. PLANS)

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CANOPY LINE ABOVE (REF. ARCH. PLANS)

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B

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A

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VERTICAL CONCRETE CURB TYPICAL. (SEE VERTICAL CONCRETE CURB DETAIL, SHEET D1)

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ACCESSIBLE PARKING SPACE TYPICAL. SEE "ACCESSIBLE PARKING STRIPING," SHEET D1 FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL RE-STRIPING ("VAN" - INDICATES VAN ACCESSIBLE SPACE)

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C

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D

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NEW SIDEWALK (SEE DETAIL, SHEET D1)

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E

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F

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PIPE BOLLARD (SEE DETAIL, SHEET D1)

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NEW 8'x8' FENCE FOR DUMPSTER ENCLOSURE. (SEE ARCH. PLANS)

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4.5' RAD.

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2.5' RAD.

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2.5' RAD.

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2.5' RAD.

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NEW PLANTER

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NEW PLANTER

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NEW PLANTER

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NEW PLANTER

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BOOK DROP OFF (REF. ARCH. PLANS

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NEW FULL DEPTH STANDARD DUTY ASPHALT PAVEMENT (SEE DETAIL, SHEET D1)

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6" SANITARY SEWER LATERAL 5' OUTSIDE OF BUILDING@ 1% MIN. SLOPE. COORDINATE WITH ARCHITECTURAL PLANS. INVERT ELEV. = 531.48

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SECONDARY ELECTRIC FROM TRANSFORMER TO BUILDING. (SEE MEP PLANS)

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A

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C

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D

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NEW FIBER OPTIC ENTRY (COORDINATE W/UTILITY COMPANY)

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B

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CONNECT TO EXISTING 8" SANITARY SEWER LINEINVERT. ELEV. = 523.50 (ASSUMED) (CONTRACTOR SHALL VERIFY SIZE, LOCATION, MATERIAL, AND FLOW LINE OF EXISTING LINE PRIOR TO ORDERING MATERIALS)

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B

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C

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D

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G

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NEW 8'x8' CONCRETE DUMPSTER PAD. (SEE DETAIL, SHEET D1)

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ASPHALT PAVEMENT

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BEGIN NEW CURB & GUTTER

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FLUSH PAVEMENT CONDITION

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NEW CONCRETE PAD (SEE DETAIL, SHEET D1)

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NEW CONCRETE PAD (SEE DETAIL, SHEET D1)

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E

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E

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RELOCATED GAS LINE (COORDINATE W/GAS COMPANY)

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F

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NEW GAS METER (COORDINATE W/GAS COMPANY)

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F

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DS

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UGE

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FO

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534

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534

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534

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534

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535

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536

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537

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538

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539

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540

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15

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34

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36

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533

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GM

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DS

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DS

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DS

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534

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DS

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G

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DS

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DS

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636-584-0540 (tel.)

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636-584-0512 (fax)

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[email protected]

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: 000380 : 001655 : 2002014240

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JMM

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ERR

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AUG. 12, 2021

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1" = 20'

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20-8460

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0

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10

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20

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40

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20

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AUGUST, 2021

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EXISTING STOP SIGN

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EXISTING STORM SEWER JUNCTION BOX TOP ELEV. = 535.01 NEW TOP ELEV. = 533.00 F.L. N,S&W ELEV. = 525.01 F.L. SE ELEV. = 526.11 F.L. E ELEV. = 528.51 & 529.21 (CHANGE JUNCTION BOX TOP TO GRATED INLET TOP) (SEE DETAIL, SHEET D2)

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EXISTING 12" PIPE

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EXISTING 12" PIPE

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EXISTING GRATED CURB INLET TOP ELEV. = 533.16 NEW D.S. F.L. ELEV. = 529.68 F.L. ELEV. = 524.86

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EXISTING PLASTIC INLET TOP ELEV. = 533.58 F.L. ELEV. = 531.83 (ADJUST TO EXISTING GRADE)

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EXISTING PLASTIC INLET TOP ELEV. = 533.35 F.L. ELEV. = 531.60 (ADJUST TO EXISTING GRADE)

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EXISTING GRAVEL

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EXISTING CURB

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8"

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EXISTING 12" HDPE

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EXISTING 48" R.C.P

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EXISTING 48" R.C.P

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EXISTING 12" PVC

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EXISTING 8" PVC

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CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF BUILDING APRON, PATIOS, SLOPED PAVING, RAMPS, CONCRETE JOINT SPACING, MECHANICAL SCREENING, PATIO FENCES, FLAG POLE, PARKING LOT LIGHTING, PRECISE BUILDING DIMENSIONS, AND EXACT UTILITY ENTRANCE LOCATIONS.

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PROPERTY LINE

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RIGHT-OF-WAY

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EASEMENT

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AERIAL ELECTRIC

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AE

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UGE

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UGE

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UGT

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UNDERGROUND FIBER OPTIC

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FO

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FO

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SANITARY SEWER

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SAN

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SAN

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STORM SEWER

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SS

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INLET

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GAS LINE

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G

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WATER LINE

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W

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FIRE HYDRANTS

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FENCE

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LIGHT

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CONCRETE PAVEMENT

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ASPHALT PAVEMENT

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DOWNSPOUT

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DS

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DS

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SILTATION CONTROL

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SILT

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SILT

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SANITARY MANHOLE

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LEGEND

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EXISTING

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PROPOSED

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INDEX CONTOUR

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500

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500

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498

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GAS METER

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GM

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WATER VALVE

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NEW RETAINING (SEE ARCH. PLANS)

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ASPHALT PAVEMENT

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NEW DOWNSPOUT CLEANOUT "B" TOP ELEV. = 534.52 F.L. ELEV. = 532.00

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NEW DOWNSPOUT CLEANOUT "A" TOP ELEV. = 534.52 F.L. ELEV. = 531.22

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NEW DOWNSPOUT CLEANOUT "C" TOP ELEV. = 534.52 F.L. ELEV. = 531.92

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78 L.F. OF 6" DOWNSPOUTCOLLECTOR @ 1.00% GRADE

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TEMPORARY SILT FENCE (SEE DETAIL, SHEET D2)

#3

#2

#1

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LEGEND


AREA #1

AREA #2

AREA #3

ASPHALT CORINGS

ASPHALT CORINGS

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636-584-0540 (tel.)

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636-584-0512 (fax)

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[email protected]

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: 000380 : 001655 : 2002014240

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JMM

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ERR

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AUG 12, 2021

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1" = 20'

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20-8460

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0

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10

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40

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20

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AUGUST, 2021

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EXISTING STOP SIGN

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EXISTING GRAVEL

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EXISTING CURB

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8"

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EXISTING CANOPY

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NEW PLANTER

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NEW PLANTER

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NEW PLANTER

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NEW PLANTER

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Two working days prior to

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636-584-0540 (tel.)

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636-584-0512 (fax)

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[email protected]

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: 000380 : 001655 : 2002014240

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JMM

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ERR

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AUG. 12, 2021

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NO SCALE

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20-8460

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OF PARKING SPACE

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NO SCALE

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%%UACCESSIBLE SYMBOL

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1'-0"

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2'-0"

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3"

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8"

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1'-6"

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C

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L

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1'-0"

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67%%d

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2'-0"

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1'-0"

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4"

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6" RAD.

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TRAFFIC BLUE REFLECTIVE PAINT

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NO SCALE

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TYPICAL SIDEWALK CONTROL JOINT

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1/8" TO 1/4" RADIUS

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NOTE: USE THIS TYPE OF JOINT EVERY 5' ON CENTER

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1/4"

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1/2"

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4"

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NO SCALE

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TYPICAL SIDEWALK EXPANSION JOINT

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1/8" TO 1/4" RADIUS

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1/2" PREMOLDED EXPANSION JOINT FILLER MATERIAL

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NOTE: USE THIS TYPE OF JOINT EVERY 15' ON CENTER AND AT ALL STREET INTERSECTIONS

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4"

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CONCRETE JOINT DETAILS

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%%uCONSTRUCTION JOINT

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%%uPCC JOINT DETAIL BLOW-UP (TYP.)

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NOTES: 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS.

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(FIRST PLACEMENT)

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(SECOND PLACEMENT)

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1/4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT IMMEDIATELY PRIOR TO INSTALLING PAVEMENT SEALANT.

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PCC JOINT DETAIL BLOW-UP

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APPLY CURING COMPOUND TO SLAB FACE AT A COVERAGE RATE OF 300 SF MAX PER GALLON TO ACT AS A BOND BREAKER AT LEAST 48 HOURS PRIOR TO PLACING NEW SLAB.

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TOP OF PAVEMENT

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CLOSED CELL BACKER ROD. TYPICALLY 1/8" TO 1/4" LARGER THAN JOINT WIDTH.

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PAVEMENT SEALANT

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WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, RE-SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TO ACHIEVE A 1/4 " JOINT WIDTH. ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED PER MANUFACTURER’S S RECOMMENDATIONS.

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3/4" DIAMETER DOWEL FOR 6" THICK PAVEMENTS AND 1/2" DIAMETER DOWEL FOR 4" OR 5" THICK PAVEMENTS. DOWELS TO BE 10" LONG CENTERED WITH JOINT SPACED AT 18" ON CENTER. DOWEL TO BE INSTALLED IN FORM WITH AN APPROVED DOWEL BASKET. LIGHTLY OIL FULL LENGTH OF DOWEL.

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NO SCALE

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90°

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9'-0"

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NO SCALE

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VARIES (SEE SITE PLAN)

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%%USTRIPING DETAIL

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4" TYP.

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FACE OF CURB

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4" YELLOW PAINTED TRAFFIC STRIPE

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4" OF COMPACTED 1" MINUS (95% STANDARD PROCTOR)

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EXPANSION JOINTS AT 15' INTERVALS CONTROL JOINTS AT 5' INTERVALS

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%%UCONCRETE SIDEWALK

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NO SCALE

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1% (2% MAXIMUM) SLOPE

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4" THICK NON REINFORCED CONCRETE PAVEMENT

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LIGHT BROOM FINISH

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NO SCALE

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EXPANSION JOINTS AT 15' INTERVALS CONTROL JOINTS AT 5' INTERVALS

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COMPACTED SUBGRADE

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PAVEMENT

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12"

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6"

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6"

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2.0% MAX SLOPE

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CONCRETE SIDEWALK W/ INTEGRAL CURB DETAIL

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3"MIN.

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4'-0"

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1'-6"

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NO SCALE

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%%uPIPE BOLLARD

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2500 PSI P.C.

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CONCRETE MINIMUM

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(TYP.)

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NOTE:

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FILL POST w/ CONCRETE

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ALL PIPES SHALL BE

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PAINTED TRAFFIC YELLOW

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GENERAL CONCRETE SLAB

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4" THICK CONCRETE PAVEMENT WITH FIBER MESH

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COMPACTED SUBGRADE

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NO SCALE

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LIGHT BROOM FINISH

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COMPACTED SUBGRADE

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4" THICK NON REINFORCED CONCRETE

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LIGHT BROOM FINISH

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TOP OF GRADE

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6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED.

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SEE ARCHITECTURAL PLANS FOR SAWCUT PATTERN

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SEE SLAB/FOUNDATION DOWELING DETAIL, THIS SHEET

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%%UVERTICAL CONCRETE CURB

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BACK OF CURB

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NO SCALE

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ASPHALTIC CONCRETE PAVING SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS.

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3/4" RADIUS

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3/4" RADIUS

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CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT.

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THE SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 PERCENT OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D 698).

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SUBGRADE NOTE:

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NO SCALE

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COMPACTED SUBGRADE

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8" OF TYPE 5 AGGREGATE AS PER MISSOURI STANDARD SPEC. FOR HIGHWAY CONSTRUCTION; SECTION 1007 COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR).

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AREA #1 FULL DEPTH ASPHALT RECONSTRUCTION

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2" MIN. COMPACTED THICKNESS OF TYPE BP-2 HOT MIX ASPHALTIC CONCRETE SURFACE COURSE, COMPLYING WITH SECTION 401 OF MISSOURI STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

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2" MIN. COMPACTED THICKNESS OF BITUMINOUS BASE HOT MIX ASPHALTIC CONCRETE BASE COURSE, COMPLYING WITH SECTION 401 OF MISSOURI STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

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SUBGRADE NOTE:

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COMPACTED SUBGRADE

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RE-COMPACTED EXISTING BASE ROCK

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AREA #2 REMOVAL & REPLACEMENT

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SUBGRADE NOTE:

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COMPACTED SUBGRADE

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4" OF TYPE 5 AGGREGATE AS PER MISSOURI STANDARD SPEC. FOR HIGHWAY CONSTRUCTION; SECTION 1007 COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR).

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AREA #3 ASPHALT REPLACEMENT W/4" ADDED BASE ROCK

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NEW TYPE 5 AGGREGATE AS PER MISSOURI STANDARD SPEC. FOR HIGHWAY CONSTRUCTION; SECTION 1007 COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 (THICKNESS AS REQUIRED TO MEET GRADES) (STANDARD PROCTOR).

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RE-COMPACTED EXISTING BASE ROCK

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NO SCALE

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%%UACCESSIBLE PARKING DETAIL

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TYP.

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2.0'

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NOTE: SEE SITE PLAN FOR LOCATIONS

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NOTE: ALL ADA STRIPING SHALL BE BLUE

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PAINTED SYMBOL

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ACCESSIBLE PARKING SIGNS LOCATED IN ASPHALT PAVEMENT (SEE DETAIL, THIS SHEET)

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WHERE CURB CONTACTS

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COAT TO FACE OF CURB

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PRIME COAT AND TACK

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CONTRACTOR TO PROVIDE

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TRAVERSE AND LONGITUDINAL.

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NOTE: GUTTER SLOPE TO MATCH

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ASPHALT.

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P.C. CONCRETE

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ADJACENT PAVEMENT,

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24"

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6"

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6"

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12"

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BACK OF CURB

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FACE OF CURB

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6"

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1"

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1/2" MIN. RADIUS

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1" MAX. RADIUS

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PAVEMENT SECTIONS, SUBBASE,

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ASPHALTIC CONCRETE PAVING

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SUBGRADE AND COMPACTION

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SEE PAVING DETAILS FOR

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REQUIREMENTS.

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1" MAX. RADIUS

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1/2" MIN. RADIUS

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17"

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NO SCALE

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3,500 PSI @ 28 DAYS

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CONCRETE CURB AND GUTTER

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%%uDUMPSTER PAD DETAIL

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CONCRETE PAVEMENT

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NO SCALE

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7"

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GRANULAR BASE ROCK

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4" MIN. COMPACTED 1" MINUS

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4"

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EACH WAY

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BARS 2' O.C.

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#4 REINFORCING

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Two working days prior to

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636-584-0540 (tel.)

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636-584-0512 (fax)

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[email protected]

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: 000380 : 001655 : 2002014240

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JMM

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ERR

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AUG. 12, 2021

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NO SCALE

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20-8460

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SCH. 40 PVC

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1.

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ALL TRENCHES SHALL HAVE A BEDDING OF

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FROM 4" BELOW THE BOTTOM OF THE PIPE TO

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WELL GRADED, 1" MINUS, GRANULAR MATERIAL

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1/2 THE DIAMETER OF THE PIPE COMPACTED

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TO 95% STANDARD PROCTOR DENSITY.

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BEND AS REQ'D

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(SCH. 40 PVC)

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(SEE NOTE #7)

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2' MIN.

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BELL OR COUPLER

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12" MAX.

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SCH. 40 PVC

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%%UDOWNSPOUT COLLECTOR DETAIL

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UNSUPPORTED.

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5.

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8.

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7.

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6.

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4.

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3.

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BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING

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THE RODENT SCREEN. BUILDING CONTRACTOR SHALL

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BE RESPONSIBLE FOR THE CONNECTION AT THE POINT

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ON THE BUILDING. SITEWORK CONTRACTOR SHALL

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OF THE RODENT SCREEN.

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INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED

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JOINTS AND FITTINGS. PIPE JOINTS ARE TO BE

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BACKFILL SHALL BE HOLLOWED OUT FOR PIPE

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BACKFILLED WITH WELL GRADED 1" MINUS GRANULAR

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IN AREAS OF ROCK CUT, THE TRENCH SHALL BE

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MATERIAL TO 6" ABOVE TOP OF PIPE.

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OR EXCEED THE PIPE MANUFACTURER'S RECOMMENDED

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PIPE TO ANY OTHER PIPE TYPE.

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THE DOWNSPOUT COLLECTOR DRAIN SHALL BE

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WITH ANY TRANSITION FROM SCHEDULE 40 PVC

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WATERTIGHT CONNECTION SHALL BE MAINTAINED

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IN ALL CASES TRENCHING & BACKFILLING SHALL MEET

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MODIFIED PROCTOR DENSITY.

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INSTALLATION METHODS

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IN AREAS OF CLEAN DIRT CUTS OUTSIDE OF

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SAME MATERIAL AND COMPACTED TO 90% OF THE

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PAVED AREAS, TRENCH MAY BE BACKFILLED WITH

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GRANULAR MATERIAL & COMPACTED TO 90% OF THE

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TO BE BACKFILLED WITH WELL GRADED 1" MINUS

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MODIFIED PROCTOR DENSITY.

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IN AREAS TO BE PAVED OVER, ENTIRE TRENCH

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2.

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(1% MIN. SLOPE)

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WATERTIGHT SEAL

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RODENT CONTROL

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WIRE SCREEN FOR

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DOWNSPOUT (BY OTHERS)

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NO SCALE

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SDR 35 PVC MAIN COLLECTOR LINE

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2" CLEARANCE

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%%uDOWNSPOUT CLEANOUT DETAIL

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(VERIFY SIZE PER PLAN)

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45 ELBOW

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INVERT ELEV.

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WYE CONNECTION

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NO SCALE

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BE WATER TIGHT

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ALL CONNECTIONS TO

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OR EQUAL

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(HEAVY DUTY)

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FINISHED GRADE

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8" PVC PIPE

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NEENAH R-1975-A

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SEE GRADING PLAN FOR DOWNSPOUT COLLECTOR SIZE

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45° BEND(SCH. 40 PVC)

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NO SCALE

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THE EXCAVATED SOIL.

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4. BACKFILL AND COMPACT

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%%USEDIMENTATION/SILT FENCE WITHOUT WIRE SUPPORT

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3. STAPLE GEOTEXTILE MATERIAL

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INTO THE TRENCH WITH 6"

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TO STAKES AND EXTEND 12"

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6"

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(PERSPECTIVE VIEW)

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SHEET FLOW INSTALLATION

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6"

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FLOW

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1. EXCAVATE A 6"X6" TRENCH

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NOTE: INSTALL IN ACCORDANCE WITH SILT

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FENCE DETAIL, EXCEPT AS NOTED ABOVE.

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6"

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6"

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6"

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6"

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FLOW

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FLOW

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FLOW

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POST: T TYPE POST

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FABRIC: 1. AMOCO 2130

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2. BELTECH 940

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3. MIRAFI 100CX

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4. LING GTF 190

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5. SI 915 SC

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6"

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6"

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2. SET THE STAKES ALONG THE

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DOWNSLOPE SIDE OF THE TRENCH.

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5' MAX.

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LAID ALONG BOTTOM OF TRENCH

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24"

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24"

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%%UUNDERGROUND ELECTRIC TRENCHING DETAIL

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CONTRACTOR SHALL COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS AND STANDARDS

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1. BACKFILL MATERIAL FOR UNDERGROUND ELECTRIC SHALL BE SUITABLE EARTH, FREE FROM LARGE ROCKS OR STONES. 2. ALL TRENCHES IN AREAS OF UNSUITABLE EARTH USED FOR UNDERGROUND ELECTRIC SHALL HAVE A BEDDING OF WELL-GRADED, 1" MINUS, GRANULAR BACKFILL FROM 4" BELOW THE BOTTOM OF THE PIPE TO ONE-HALF THE DIAMETER OF THE PIPE COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY. (ASTM D-698) 3. IN AREAS OF CLEAN DIRT CUTS OUTSIDE OF PAVED AREAS, TRENCH MAY BE BACKFILLED WITH SAME MATERIAL AND COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY. (ASTM D-698) 4. IN AREAS OF ROCK CUT, THE TRENCH SHALL BE BACKFILLED WITH WELL-GRADED GRANULAR COMPACTED MATERIAL TO SIX INCHES ABOVE TOP OF PIPE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH SETTLEMENT. 6. IN PAVED (OR GRAVEL) AREAS WELL-GRADED 1" MINUS GRANULAR BACKFILL COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM-698) SHALL BE USED. 7. TRACER TAPE SHALL BE 3" WIDE, BONDED LAYER PLASTIC WITH MAGNETIC FOIL CORE, TERRA TAPE DETECTABLE, MANUFACTURED BY GRIFFOLYN CO. OF HOUSTON, TEXAS, AND SHALL HAVE THE WORDS "CAUTION: "ELECTRICAL CONDUIT BURIED BELOW"

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TRACER TAPE

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CONDUIT (PER UTILITY COMPANY SPECIFICATIONS)

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FROM 4" BELOW THE BOTTOM OF THE PIPE TO

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WELL GRADED, 1" MINUS, GRANULAR MATERIAL

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ALL TRENCHES SHALL HAVE A BEDDING OF

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TO 95% STANDARD PROCTOR DENSITY.

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1/2 THE DIAMETER OF THE PIPE COMPACTED

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TO BE BACKFILLED WITH WELL GRADED GRANULAR

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STANDARD PROCTOR DENSITY.

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CONTRACTOR SHALL BE RESPONSIBLE FOR

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BACKFILLED WITH WELL GRADED GRANULAR

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IN AREAS OF ROCK CUT, THE TRENCH SHALL BE

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MATERIAL TO 6" ABOVE TOP OF PIPE.

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MATERIAL & COMPACTED TO 95%%% OF THE

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IN AREAS OF CLEAN DIRT CUTS OUTSIDE OF

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SAME MATERIAL AND COMPACTED TO 95% OF THE

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PAVED AREAS, TRENCH MAY BE BACKFILLED WITH

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STANDARD PROCTOR DENSITY.

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IN AREAS TO BE PAVED OVER, ENTIRE TRENCH

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TRENCH SETTLEMENT.

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4.

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3.

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5.

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2.

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1.

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1.4 x I.D.+12"

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TRENCH WIDTH

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~

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BACKFILL

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4"+d/2

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~

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%%UGRAVITY SEWER TRENCHING DETAIL

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PIPE CRADLE OR BEDDING TO BE WELL GRADED 1" MINUS GRANULAR BACKFILL

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IN AREAS WHERE BACKFILL MATERIAL CONTAINS

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ROCK, CONTRACTOR TO PLACE 1" MINUS GRANULAR

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6.

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MATERIAL A MINIMUM OF 4" ABOVE PIPES.

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NO SCALE

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NO SCALE

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%%USANITARY SEWER CLEANOUT DETAIL

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2" CLEARANCE

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FINISHED GRADE

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6" PVC PIPE

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6" PVC PIPEWYE CONNECTION

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INV. ELEV.

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ALL CONNECTIONS TO BE WATERTIGHT

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6" PVC PIPE

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8" PVC FROST SLEEVE

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6" PVC PIPE

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45° ELBOW

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PLIABLE SEALANT

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12" DEEP x 24" DIA. CONCRETE SUPPORT

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NEENAH R-1975-A OR EQUAL

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NO SCALE

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AROUND

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%%UCONCRETE APRON

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%%UGRATED INLET

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PERIMETER

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SLOPE CONCRETE TO

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MATCH GRADING PLAN

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REINFORCEMENT

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2 ROWS OF #4

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RODS

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2'-0"

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6"

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2' (TYP.)

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CONTROL JOINT (TYP.)

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1/4" X 1/2" DEEP TOOLED

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CORNER BAR

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NO SCALE

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GRATED INLET DETAIL

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NO SCALE

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NEENAH NO. R-1878-A7G HEAVY DUTY GRATE AND FRAME

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GROUT 1" THICK (TYP)

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#4 BARS 6" O.C. EACH WAY

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(2)-#4 BARS DIAGONAL AROUND OPENING

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NEENAH R-1981-N MANHOLE STEPS OR APPROVED EQUAL

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TO MATCH MANUFACTURER SPECIFICATIONS AS PER GRATE

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2" PVC TEMPORARY DRAIN ALL SIDES ALL CATCH BASINS TOP AND BOTTOM

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#4 BARS 12" O.C. EACH WAY (SIDES AND BOTTOM)

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18"x18" L #4 BARS 18" O.C. HORIZONTALLY AT CORNERS

SCENIC REGIONAL LIBRARYBAVARIAN HILLS PLAZAHERMANN, …

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