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HomeMy WebLinkAbout9081PlansetProposed Silt Fence Proposed Storm Sewer Proposed Tracking Pad Proposed Swale Proposed Contour Proposed Inlet Protection Proposed Ditch Check Proposed Culvert Prop. Drainage Direction Proposed Storm Manhole Proposed Curb Inlet Prop. Catch Basin / Yard Drain Proposed Endwall Proposed Rip Rap Proposed Sanitary Sewer Proposed Watermain Proposed Sanitary Manhole Proposed Reducer Proposed Plug Proposed Hydrant Proposed Valve Proposed Curb Stop Proposed Tee Proposed 90° Bend Proposed 45° Bend Proposed 22.5° Bend A Type of Inlet Protection 608 608.73 TW Prop. Flowline Spot Elev. Prop. Top of Walk Elev. 608.73 Existing Grade E C 1 10,662 SF 0.2448 ac 2 5,628 SF 0.1292 ac 120' 60 ' 30 ' 15 ' 120' 45 ' 30 ' 188' R-13.1 R-12.1 Proposed 58' 8" Storm @ 1.00% Flow = 213 gpm Capacity = 587 gpm R-11.1 Proposed 45' 10" Storm @ 1.00% Flow = 439 gpm Capacity = 1,065 gpm R-10.1 Proposed 38' 12" Storm @ 0.99% Flow = 539 gpm Capacity = 1,728 gpm R-14.1 Proposed 24' 6" Storm @ 3.01% Flow = 204 gpm Capacity = 473 gpm 764 76 5 76 5 765 766 48" ID Storm R-10.1 Rim = 763.73 12" Inv 758.80 W Depth = 4.93' 36" ID Storm R-12.1 Rim = 764.34 8" Inv 759.90 W 10" Inv 759.77 E Depth = 4.57' 10" ID Storm R-13.1 Rim = 764.50 6" Inv 760.61 W 8" Inv 760.48 E Depth = 4.02' 10" ID Storm R-14.1 Rim = 765.46 6" Inv 761.32 E Depth = 4.14' Proposed Asphalt Proposed Concrete Dumpster Enclosure 36" ID Storm R-11.1 Rim = 763.44 10" Inv 759.32 W 12" Inv 759.18 E Depth = 4.26' 765.75 765.75 765.75 766.60 765.54 765.51 765.45 765.45 765.15 765.22 764.66765.07 765.03 764.94765.07 764.73 764.96 765.31 764.70 765.05 764.51 7 6 3 . 8 6 763.55 763.44 764.34 766.60 766.54 766.54 765.74 765.80 765.64 765.69 765.59 765.75 765.58 765.61 765.68765.75 765.46 765.57 764.50 Sediment Log Sediment Log Ramp E C LEGEND Underground Cable TV Overhead Utility Lines Utility Guy Wire Underground Electric Underground Gas Line Underground Telephone Fence - Steel Index Contour - Existing Intermediate Contour - Existing Sanitary MH / Tank / Base Storm Manhole Inlet Catch Basin / Yard Drain Hydrant Utility Valve Utility Pole Guy Wire Electric Transformer Ex Spot Elevation CATV Pedestal Post / Guard Post Bush / Hedge Benchmark Asphalt Pavement Concrete Pavement Gravel Sanitary Sewer (Pipe Size) Storm Sewer (Pipe Size) Water Main (Pipe Size) 34" Rebar Found Chiseled "X" Found DAVEL ENGINEERING & ENVIRONMENTAL, INC. Civil Engineers and Land Surveyors 1164 Province Terrace, Menasha, WI 54952 Ph: 920-991-1866 www.davel.pro NOTES: 1.Existing utilities shown are indicated in accordance with available records and field measurements. The contractor shall be responsible for obtaining exact locations & elevations of all utilities, including sewer and water from the owners of the respective utilities. All utility owners shall be notified by the contractor 72 hours prior to excavation. Contact Digger's Hotline (1-800-242-8511) for exact utility locations. 2.The Contractor shall verify all staking and field layout against the plan and field conditions prior to constructing the work and immediately notify the Engineer of any discrepancies. 3.The contractor shall minimize the area disturbed by construction as the project is constructed. Disturbed areas shall be seeded as soon as final grade is established. Contractor shall replace topsoil and then seed, fertilize and mulch all lawn areas within 1 week of topsoil placement. 4.Contractor shall remove all excess materials from the site. Earthwork contractors shall verify topsoil depth. 5.All sediment and erosion control devices and methods shall be in accordance with the Wisconsin DNR Technical Standards. 6.The contractor shall make weekly inspections and inspections within 1 day of any rainfall exceeding 0.5 inches of the sediment and erosion control devices throughout construction. The contractor shall repair or maintain erosion control devices as necessary. The inspection reports shall be made available to the owner at the end of the construction or upon demand during construction. 7.All work performed within the right-of-way, easements, or vacated right-of-way shall conform to City of Oshkosh Specifications and requires a City of Oshkosh Right-of-Way Permit. 10 0 10 20 30 Consultant Project Designed For: Sheet Number Project Number General Contractor Project Status N9224 Mengel Hill Road Fond du Lac, WI 54937 920.933.2611 www.architectsincommon.com Issued Drawn By: Checked By: Sheet Contents Issue Date: © Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Architects in Common, LLC (AIC). AIC shall not be responsible for any unauthorized use of, or alteration to these documents. 9/16/2025 2:06:40 PM C1.1 25-014 JWest Rentals, LLC Mi x e d - u s e r e n o a v t i o n s 58 2 N M a i n S t r e e t Os h k o s h , W I 5 4 9 0 1 Preliminary tkent tkent Drainage, Grading and Erosion Control 9-16-2025 2025 SHEET INDEX: Sheet Page Drainage, Grading, and Erosion Control C1.1 Topographic Survey C1.2 Construction Details C2.1 24 132414 1323 24 23 24 NO SCALE LOCATION MAP NW 1/4 SEC 24, T 18 N, R 16 E, City of Oshkosh Winnebago County, WI W Parkway Ave. N M a i n S t . Project Location Je f f e r s o n S t . Ch u r c h A v e . Div i s i o n S t . Ja c k s o n S t . Oxford Ave. Dale Ave. Mt . V e r n o n S t . SITE INFORMATION: Site Areas Parcel Area: 10,662 SF (0.24 Acres) Disturbed Area:6,637 SF Existing Building Area:5,081 SF Existing Pavement/Gravel Area:5,106 SF Total Existing Impervious:10,187 SF (95.5%) Additional Building Area:-649 SF Additional Pavement Area:240 SF Total Additional Impervious:-409 SF Total Proposed Building Area:4,432 SF Total Proposed Pavement Area:5,346 SF Total Proposed Impervious:9,778 SF (91.7%) Total Proposed Greenspace:884 SF (8.3%) E C C 1 10,662 SF 0.2448 ac 2 5,628 SF 0.1292 ac 120' 60 ' 30 ' 15 ' 188' E C LEGEND Underground Cable TV Overhead Utility Lines Utility Guy Wire Underground Electric Underground Gas Line Underground Telephone Fence - Steel Index Contour - Existing Intermediate Contour - Existing Sanitary MH / Tank / Base Storm Manhole Inlet Catch Basin / Yard Drain Hydrant Utility Valve Utility Pole Guy Wire Electric Transformer Ex Spot Elevation CATV Pedestal Post / Guard Post Bush / Hedge Benchmark Asphalt Pavement Concrete Pavement Gravel Sanitary Sewer (Pipe Size) Storm Sewer (Pipe Size) Water Main (Pipe Size) 34" Rebar Found Chiseled "X" Found 24 132414 1323 24 23 24 NO SCALE LOCATION MAP NW 1/4 SEC 24, T 18 N, R 16 E, City of Oshkosh Winnebago County, WI W Parkway Ave. N M a i n S t . Project Location Je f f e r s o n S t . Ch u r c h A v e . Di v i s i o n S t . Ja c k s o n S t . Oxford Ave. Dale Ave. Mt . V e r n o n S t . 10'0'10'20'30' Scale 1" = 10' Bearings are referenced to the Winnebago County Coordinate System. General Notes: 1.Zoning Information City of Oshkosh: Central Mixed Use District-(CMU)-PD Setbacks: Front Yard: 0 Feet Min. 5 Feet Max. Side Yard: 0 Feet Min. 5 Feet Max. Rear Yard: 0 Feet or 5 Feet Height: Principle - (i) "Throughout the district, the height of buildings shall be compatible with existing building in the immediate area which conform to the design theme in Subsection 4 as determined by the Plan Comission. (ii) Buildings shall not be more than 2 stories taller than the height of a building of similar use on one of the immediately adjoining properties. Taller building heights may be approved by conditional use permit. Caveat: Building zones depicted are based on building setbacks in effect at the time of the survey and should not be relied upon without first obtaining written verification thereof from the City of Oshkosh and Winnebago County and any other local agencies. 2.Existing utilities shown are indicated in accordance with available records and field measurements. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. In addition, in some jurisdictions, 811 or other similar utility locate requests from surveyors may be ignored or result in an incomplete response. The contractor shall be responsible for obtaining exact locations & elevations of all utilities, including sewer & water from the the property owners of the respective utilities. All utility the property owners shall be notified by the contractor 72 hours prior to excavation. Contact Digger's Hotline (1-800-242-8511) for exact utility locations. DAVEL ENGINEERING & ENVIRONMENTAL, INC. Civil Engineers and Land Surveyors 1164 Province Terrace, Menasha, WI 54952 Ph: 920-991-1866 www.davel.pro Consultant Project Designed For: Sheet Number Project Number General Contractor Project Status N9224 Mengel Hill Road Fond du Lac, WI 54937 920.933.2611 www.architectsincommon.com Issued Drawn By: Checked By: Sheet Contents Issue Date: © Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Architects in Common, LLC (AIC). AIC shall not be responsible for any unauthorized use of, or alteration to these documents. 9/16/2025 2:06:40 PM C1.2 25-014 JWest Rentals, LLC Mi x e d - u s e r e n o a v t i o n s 58 2 N M a i n S t r e e t Os h k o s h , W I 5 4 9 0 1 Preliminary tkent tkent Topographic Survey 9-16-2025 2025 DAVEL ENGINEERING & ENVIRONMENTAL, INC. Civil Engineers and Land Surveyors 1164 Province Terrace, Menasha, WI 54952 Ph: 920-991-1866 www.davel.pro Consultant Project Designed For: Sheet Number Project Number General Contractor Project Status N9224 Mengel Hill Road Fond du Lac, WI 54937 920.933.2611 www.architectsincommon.com Issued Drawn By: Checked By: Sheet Contents Issue Date: © Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Architects in Common, LLC (AIC). AIC shall not be responsible for any unauthorized use of, or alteration to these documents. 9/16/2025 2:06:40 PM C2.1 25-014 JWest Rentals, LLC Mi x e d - u s e r e n o a v t i o n s 58 2 N M a i n S t r e e t Os h k o s h , W I 5 4 9 0 1 Preliminary tkent tkent Construction Details 9-16-2025 2025 12" ASPHALT PAVEMENT SECTION 3 12" Asphalt Pavement 1 34" Finish Course 1 34" Binder Course 12" Stone Base Course 4" - Base Aggregate Dense 1¼" 8" - Base Aggregate Dense 3" Compacted Subgrade Edge Of Pavement As Shown On PlanTopsoil 1:1 Min. CONCRETE SIDEWALK SECTION Compacted Subgrade 4" Stone Base Course Topsoil Concrete Sidewalk 2.00% 4" Thick Concrete Slab 10" NYLOPLAST DRAIN BASIN Height Varies - Refer To Storm Sewer Structure Table 6" Min. Light Duty Ductile Iron Grate (per Manufacturer Specifications) Pipe Connection (per Manufacturer Specifications) *Install per Manufacturers Specifications Varies 4' - 0 " M i n . De p t h 36" I.D. 6" 3 1/2" 3 1/2" STORM CATCH BASIN Neenah Foundry R-2540 Elevation Shown on Plans Precast Base 8" Monolithic Base Concrete Bench See Plan For Size And Location 4' - 0 " M i n . See Plan For Pipe Size 48" STANDARD STORM MANHOLE De p t h (S e e P l a n ) 3" Monolithic Base Neenah Foundry R-1710 with Type B Cover Adjusting Rings (3" Min., 12" Max.) Precast Reinforced Manhole Flat Top Precast Barrel Section Butyl Joint Sealant MH Steps 16" OC NF R-1080-C 12" Equal Equal 12" 6" Le n g t h Width NOTES: 1.Taper bottom of bag to maintain three inches of clearance between the bag and the structure, measured from the bottom of the overflow openings to the structure wall. 2.Geotextile fabric, Type FF for flaps and top half of filter bag. Geotextile fabric, Type HR for bottom half of filter bag with front, back, and bottom being one piece. 3.Front lifting flap is to be used when removing and maintaining filter bag. 4.Side flaps shall be a maximum of two inches long. Fold the fabric over and reinforce with multiple stitches. 5.Flap pockets shall be large enough to accept wood 2" x 2". The rebar, steel pipe, or wood shall be installed in the rear flap and shall not block the top half of the curb face opening. MAINTENANCE NOTES: 1.When removing or maintaining inlet protection, care shall be taken so that the sediment trapped in the fabric does not fall into the structure. Material that has fallen into the inlet shall be immediately removed. Taper Bottom of Bag to Maintain 3.0" Separation Between the Bag and theStructure at the Overflow Holes Flap Pocket (See Inset) (See Note #5) Inlet Specifications as Per the Plan Dimension Length and Width to Match Side Flap (Typ.) (See note #4) 4" x 6" Openings w/ Rounded Corners Shall Be Heat Cut (One Hole on Each of the Four Sides) Use Rebar, Steel Pipe or 2" x 2" For Removal INLET PROTECTION, TYPE D-HR DNR TECHNICAL STANDARD 1060 (CAN BE INSTALLED IN ANY INLET WITH OR WITHOUT A CURB BOX) Flap Pocket (See Note #5) Overflow Opening (For Inlets w/ Curb Boxes) Rebar (or Equivalent) Type FF Geotextile Fabric (See Note #2) Type HR Geotextile Fabric (See Note #2) Front Lifting Flap (See Note #3) Curlex Sediment Logs® or Equivalent Steel Rebar or Hardwood Stake Rebar or Stake to Only Penetrate Netting, Not Curlex® Material Channel BottomNo m . D i a . as S p e c i f i e d Flow 45° to 60° Rebar or Stake to Only Penetrate Netting, Not Curlex® Material Curlex Sediment Logs® or Equivalent Steel Rebar or Hardwood Stake 16 " M i n . STAKE DETAILS (NO TRENCH) STAKE DETAIL (FRONT VIEW) NOTE: Stake installation shall meet manufacturer's requirements in regard to spacing, material, size, and bury depth. SEDIMENT LOG DETAIL Slope Var.Slope Va r . Bottom Elevation of End Log Shall be Equal to or Greater Than Top of Lowest Middle Log FRONT ELEVATION 1 6 " M i n . Remove Sidewalk to the Nearest Joint Located a Min. of 1' Outside of Trench (2) #4 Rebar Ties (Each Side) Required with Any Sidewalk Patch (Typ.) Existing Concrete Sidewalk Existing Concrete Sidewalk 1.5' Min. (Typ) Min. 1' Shelf (Typ.) (3) #4, 8' to 20' Length Rebar Required with any Sidewalk Patch That Spans a Utility Trench. Rebar Shall Extend a Min. of 1' Beyond the Edge of any Trench. TYPICAL SIDEWALK PATCH DETAIL Note: Install Epoxy Coated Tie-Bars and Anchor Into Existing Concrete using Epoxy in Accordance with Section 1500.4.11 of the Current Edition of the Standard Specifications for the City of Oshkosh, Wisconsin Min. 4" Thickness (Typ.) Existing Concrete Sidewalk Trench Width Varies Trench Width Varies 6" T Crushed Aggregate Base Course - 5" Min. Thickness Compacted W- 4 ' W 6" Thick Concrete Sidewalk Varies Property Line Varies Replace With 18" - 30" Curb & Gutter Section Sawcut Full Depth Prior to Removal 3/4" X 12" Deformed Bar 1.0' - 2.0' TYPICAL DRIVEWAY DETAIL Gutter Flange Concrete Curb Ex. Joint SECTION VIEW OF TYPICAL DRIVEWAY DETAIL Notes: 1. If Curb And Gutter Section Exists, Remove And Replace Entire Section. If Integral Curb And Gutter Exists, Curb Head Must Be Profile Sawcut. 2. Use 6 Bag Concrete With 4.5-7.5 Percent Entrained Air And Maximum 3" Slump. 3. Concrete Shall Be Thoroughly Troweled And Brushed And Cured With An Impervious Coating. 4. No Concrete Shall Be Placed On Frozen Gravel Or When The Air Temperture Is 40° F. And Falling. 5. Concrete Shall Be Protected From Traffic For A Period Of Not Less Than 7 Days Or If Atmospheric Temperature Is Below 70° F. Use Wisdot Standard Specifications. 6. Concrete Shall Be Protected From Freezing Temperatures Per City Of Oshkosh Specifications. 7. Saw All Existing Transverse Joints Through New Section. 8. If The Existing Curb And Gutter To Be Matched Is Overlaid With Asphalt, The Pan Of The New Curb And Gutter Section Is To Be Kept Down 2" To Provide A Butt Joint For Asphalt. 9. Keep Concrete Apron 1/2" Above Back Of Curb Height. 10. Sidewalk And Apron May Be Poured Monolithic To Obtain Maximum 1 12" Per Ft. (12.5%) Slope ForTerrace Widths 6.5 Ft. Or Less. T 18" - 30" 1 1/2" DrivewayDepression Back of Sidewalkor Right of Way Remove & Replace to Nearest Joint if Distanceis Less Than 6 Feet Terrace Varies 18" Taper to Full Curb Height Maximum Flare 2.5' - Class 1 5.0' - Class 2 15.0' - Class 3 Max. 29' Class 1 - Min. 13' Class 1 Max. 40' Class 2 - Min. 28' Class 2Max. 70' Class 3 - Min. 65' Class 3 1/2" Expansion Joint Maximum Distance To Maintain Max. 1 12" Per Ft.(12.5%) Apron Grade 3/4"-12" Diameter Epoxy CoatedDeformed Bars at 3' C-C Construction, Sawor Expansion Joint Slope = 14" Per Ft. (2%) 1 Ft. of New Full Curb Head Req'd.Before Taper Starts 1 Ft. of New Full Curb Head Req'd. Before Taper Starts Max. Slope = 1 12" Per Ft. (12.5%) 18" Taper to Full Curb Height Where Apron and Curb Meet, the Apron ShallBe Raised Above the Curb 1/2 Inch 4' Minimum Distance At 14" Per Ft. (2%) Slope Front Section (W-4') of Sidewalk to be Rolled Downward With a Greater Than 14" Per Ft. (2%) Slope to Maintaina Max. 1 12" Per Ft. (12.5%) Apron Slope Existing Concrete Pavement