CANTERA SUBAREA G MULTI-FAMILY DEVELOPMENT PRELIMINARY ENGINEERING PLANS

Transcription

1 ENGINEERING PLANS LEGEND R CITY OF WARRENVILLE Public Works 3S346 Mignin Drive Warrenville, IL Tel: CITY OF WARRENVILLE Community Development 3S258 Manning Avenue Warrenville, IL Tel: OWNER / DEVELOPER: Covington Realty Partners 135 N. Meramec Avenue, Suite 500 Clayton, MO 635 Tel: Fax: PREPARED BY: Haeger Engineering LLC Illinois Prof. Design Firm # N. Plum Grove Road Schaumburg, IL Tel: Fax: ARCHITECT VE Design Group 520 E Jackson St, Suite 2 Willard, MO Tel: LANDSCAPE ARCHITECT DeLong Landscape Associates 7620 West Bruno Ave St. Louis, MO Tel: BENCHMARKS: Site Benchmark: CP # 0 (See C2.0) Description: Cross Notch Elevation: NAVD 88 (Geoid 12A) SECTION 2 TOWNSHIP 38 RANGE 9 EAST BNSF Railway Du Page NO. C1.0 C2.0 C3.0 C3.1 C4.0.0 DuPAGE COUNTY River SUBJECT PROPERTY Winfield Road Du Page Roosevelt Road Diehl Road River LOCATION MAP Not To Scale INDEX TO SHEETS DESCRIPTION TITLE SHEET EXISTING CONDITIONS SITE PLAN - OVERALL SITE PLAN - ENLARGED UTILITY PLAN GRADING PLAN Ronald Reagan Memorial Tollway Ogden Avenue Naperville Road 38 Naper Blvd. 88 N Existing Symbol W Description Storm Sewer Manhole Catch Basin Inlet Flared End Section Headwall Area Drain Sanitary Sewer Manhole Clean Out Storm Sewer Storm Sewer Service Perforated Underdrain Sanitary Sewer Sanitary Sewer Service Combined Sewer Force Main Water Main Water Main Service Fire Hydrant Valve Vault Valve Box B-Box Well Head Light Pole Light Pole With Mast Arm Traffic Signal Traffic Signal With Mast Arm Hand Hole Fence Guardrail Pipe Bollard Sign Gas Valve Gas Line Electric Line Overhead Utility Line Fiber Optic Line Electrical Pedestal Electric Manhole Guy Wire Utility Pole Telephone Pedestal Telephone Manhole Telephone Line Cable TV Line Cable TV Pedestal Flagpole Mailbox Handicapped Parking Stall Number of Parking Stalls Curb & Gutter Reverse Pitch Curb & Gutter Depressed Curb Retaining Wall Curb Elevation and Gutter/Pavement Elevation Pavement Elevation Sidewalk Elevation Ground Elevation Top of Wall Elevation Bottom of Wall Elevation Open Lid Frame & Grate Closed Lid Frame & Lid Swale Hardscape Flow Softscape Flow Contour Line Wetland Wetland Buffer Normal Water Level High Water Level Flood Plain Flood Way Deciduous Tree Coniferous Tree Bush Brushline Soil Boring Over Land Flow Route Recommended Garage Hand With Driveway Slope Proposed Symbol W X C XXX.XX G XXX.XX P XXX.XX W XXX.XX XXX.X T/W XXX.XX B/W XXX.XX Gr XXX.XX Rim XXX.XX XXX TITLE SHEET Know what'sbelow. before you dig. Call Note: Call 811 at least 48 hours, excluding weekends and holidays, before you dig. Plot Date: Mar 06, :08pm Plotted By: josh-t Date: C1.0

2 1 0 Scale: 1" = pt lot EXISTING CONDITIONS Date: C2.0 Plot Date: Mar 06, :08pm Plotted By: josh-t

3 2 0 TE 88 INTERSTA 50' Scale: 1" = 50' US I-88 OFF -R AMP Proposed Access to Existing Trail Around Detention Basin Replace Existing Natural Trail Around Detention Basin with 6' Wide Asphalt Path Garage Entrance ge Ri ve r Du Pa Loading Zone Drop-Off Area land surveyors EX IST DRING I IVE NT AIS ERN LE AL No. Date consulting engineers Regal Cinemas Revision Replace Existing Natural Trail Around Detention Basin with 6' Wide Asphalt Path L RO AD Date: C3.0 C 2018 Haeger Engineering, LLC EH DI G D A OA E R ER BANC SURA T EN Red Robin SITE PLAN - OVERALL Existing Stormwater Management Area Plot Date: Mar 06, :06pm Plotted By: josh-t File Name: P:\2015\15186\Drawings\Preliminary\ C3.1 Preliminary Regional Plan.dwg

4 6. Existing Curb & Gutter to Remain Access to Existing Natural Trail Around Detention Basin Snow Removal Storage Area Existing 20' Building Setback Line per Plat of Subdivision for Cantera Subarea "G" Fence Building Setback Line ' Scale: 1" =.. ' ±24' F-F Snow Removal Storage Area 5 B6.12 Curb & Gutter 13.6' R 9.3' 8' ' 8. 24' F-F B-B 14' 65.1' PAVING LEGEND Standard Bituminous Pavement (New) 2 R62. Existing Pavement* 20.6' 9.8' 9.8' 5 ± F-F R Loading Zone Trash Entrance Garage Entrance R37. Depressed Curb & Gutter Grind & Resurface Concrete Sidewalk Pool Area Existing Curb & Gutter to Remain 82.1' 21.1' Retaining Wall Building Setback Line ± B-B Pool *Note: Existing pavement is either to remain or to be rehabilitated as needed (remove & replace, grind & resurface, or overlay) pending a detailed grading analysis, to be completed during final engineering. Water Level at Time of Survey = ± ' 68.8' Building Setback Line 8 ± F-F 87. R 6' 83.3' ' 19.3' Retaining Wall 28. Gazebo Fire Pit Area Seating w/ Grills Fence Building Setback Line Fire Pit Area 9.1' 8'.6' 16.1' 18' 6' 17.6' 9' R20' R3' 2 8.8' R R R 30. R R 9 Bike Racks Visitor Parking Drop-Off Area Depressed Curb & Gutter 23.1' Water Level at Time of Survey = ± ' 8 8 ±24' F-F B6.12 Curb & Gutter 9' 146.± 18' Retaining Wall ±24' F-F 15.2' Three (3) Stairs 44.2' 38.6' 20.1' 6' R3' 9 R 18' ± B-B Bike Racks Crosswalk Min. 2' Butt Joint Building Setback Line Depressed Curb & Gutter Sawcut Curb & Gutter, Remove & Replace Sidewalk for ADA Landing & Ramp Notes: 1. Dimensions are to back of curb unless otherwise noted. 2. Proposed signage shall be in accordance with the Cantera Declaration of Easements, Covenants, and Restrictions. 3. Curb & pavement removal & replacement areas shown are approximate. Exact limits of perimeter curb replacement, pavement replacement, and pavement rehabilitation (grind & overlay) will be determined during final engineering. 4. Any additional existing perimeter curb that is determined to be replaced shall be removed & replaced in its same location. SITE PLAN - ENLARGED Date: C Plot Date: Mar 06, :22pm Plotted By: josh-t

5 12' 8.4' Reroute Storm Sewer 1 0 Scale: 1" = Reroute Water Line 1 8.4' Non-Pressure Connection Install " x " Tee & 12" x 12" x " Tee Building Setback Line Reroute Existing Electric Line 25.8' Existing " Water Line Remove Existing Valve & Vault. Install Plug and Required Thrust Blocking at Tee. Water Service Connection Fire Dept. Connection Visitor Parking Existing 12" Water Line P 702.9± MATCHLINE - SEE BELOW P 703.3± 703.6± Non-Pressure Connection Install 12" x 12" Tee & Sanitary Service Connection Reroute Existing Electric Line Existing 12" Water Line Non-Pressure Connection Install 12" x 12" Tee & Connect to Existing Sanitary Sewer (Existing Invert = ±691.7) UTILITY PLAN MATCHLINE - SEE RIGHT Sanitary Connection ±140' South (See Inset at Right) Date: C4.0 Plot Date: Mar 06, :24pm Plotted By: josh-t

6 704.2± 704.2± 701.2± 699.5± ± ± C G C G C 705.9± G 705.4± ± C 705.6± G 705.1± C 705.4± G 704.8± P C G C G 701. F/F = C G C G % C ± G ± F/F = C G W P C G W W C G C 706.6± G 706.1± C G C G C ± G 705.8± P C G 701. C G P C G P C G C G C G C G F/F = C G C G C 699. G P C G P 706.0± C G C G 698. Scale: 1" = C ± G 705.7± W G P ± B/W Building Setback Line B/W C G W P 706.6± C G Gr W B/W 702. P 706.9± P 706.7± C G 5 C 707. G P 706.5± G B/W 702. W C G W 699. P 706.4± = 69 P ± P B/W T/W 0 B/W T/W 0 B/W P 5± G B/W C G Handicap Parking SignD B/W 704. W P 705.3± W T/W 706. W C G T/W 702. B/W 702. P 705.3± W :1 P 698.6± 4:1 C G C G C G W 701. P 700.6± C G P 701.1± T/W W W P 700.9± C G P P Visitor Parking C G T/W 706. P 699.6± C G C G C 706. G G B/W W C G T/W 706. C G P 700.5± C G = 70 P B/W 702. F/F W C G B/W 702. P ± T/W 0 B/W B/W B/W P = W C G 698. G T/W 0 B/W land surveyors P 701.1± W 705. C G C 704.7± G 704.2± T/W P P 702.1± P 704.9± F/F P D G F/F W consulting engineers B/W W C G Gr 0 C G W C G C G W W P 702.9± P 703.3± 703.6±.) B/W p GRADING PLAN No. Date C G W 699. Gr F/F = Date: C 2018 Haeger Engineering, LLC G Revision C 707. G C G ) p B/W 702. G Plot Date: Mar 06, :24pm Plotted By: josh-t