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SITE DATA:
<br />Gross Site Area: (767,265 sf)
<br />17.61
<br />Ac.
<br />(Outlot B)
<br />Existing Wetland Area: (266,371 sf)
<br />6.12
<br />Ac.
<br />Met Council Easement: (14,471 sf)
<br />0.33
<br />Ac.
<br />County Ditch Easement: (12,495 sf)
<br />0.29
<br />Ac.
<br />Misc D&U Easement: (100,210 so
<br />2.30
<br />Ac.
<br />Net Developable Area: (373,718 sf)
<br />8.58
<br />Ac.
<br />Outlot B (East of Wetland):
<br />7.88
<br />Ac.
<br />Outlot B (West of Esmt. for Ditch):
<br />0.70
<br />Ac.
<br />Existing Wetland Area:
<br />Wetland Removed:
<br />Wetland Saved:
<br />6.12 Ac.
<br />0.00 Ac. (N)
<br />6.12 Ac. (100%)
<br />EXISTING BUILDING
<br />Zoning:
<br />Existing Zoning:
<br />Proposed Zoning:
<br />Max. Density in PUD per previous approval:
<br />Proposed Density:
<br />Max. Building Coverage:
<br />Max. Hardcover:
<br />Setbacks:
<br />Building Parking
<br />25' front/ rear 10' front/ ROW
<br />10' side 5' side
<br />Parking:
<br />PUD
<br />9'x18' Stalls
<br />PUD
<br />24' Drive Isles
<br />164 units (20.81 u/a)
<br />2 stalls per unit + 1 per every 5 units
<br />84 units (10.65 u/a)
<br />40%
<br />Net Active Development Area: (343,253 sf)
<br />7.88
<br />Ac.
<br />70%
<br />Proposed Bldg. Footprint: (70,448 sf)
<br />2.34
<br />Ac. (20.6%)
<br />Proposed Parking (Driveway): (18,480 sf)
<br />0.42
<br />Ac. (5.3%)
<br />Proposed Parking (Stalls): (8,000 sf)
<br />0.18
<br />Ac. (2.3%)
<br />Proposed Drivelanes: (60,934 sf)
<br />1.40
<br />Ac. (17.8%)
<br />Proposed Sidewalks: (12,932 sf)
<br />0.30
<br />Ac. (3.8%)
<br />Proposed Greenspace: (172,459 sf)
<br />3.96
<br />Ac. (50.2%)
<br />LINE CONSTRUCTION LIMITS
<br />t CROSSWALK
<br />STRIPING, TYP.
<br />10' BIT. TRAIL
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<br />-UP[
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<br />BIT. DRIVE
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<br />CONSTRUCTION
<br />j LIMITS
<br />5' CONC.
<br />SIDEWALK,
<br />I TYP.
<br />SURMOUNTABLE
<br />C & G, TYP.
<br />EXIST. ROW,
<br />TYP.
<br />SITE LAYOUT NOTES:
<br />1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS
<br />PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,
<br />LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS,
<br />SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS
<br />RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY
<br />REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO
<br />LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO
<br />OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE
<br />ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.
<br />STAKE LAYOUT FOR APPROVAL.
<br />2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
<br />CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.
<br />3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO
<br />TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.
<br />4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS
<br />OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS
<br />REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
<br />5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS,
<br />BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD,
<br />PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE
<br />ENGINEER/LANDSCAPE ARCHITECT.
<br />6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE
<br />TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING
<br />FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
<br />7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED
<br />FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR
<br />TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH
<br />AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS,
<br />RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT
<br />AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED
<br />MATERIALS NOT PREVIOUSLY APPROVED.
<br />8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME
<br />LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL.
<br />9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 481, ON
<br />CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK
<br />SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR
<br />UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING
<br />BODIES.
<br />10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE
<br />DETAIL.
<br />11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED.
<br />12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS,
<br />AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.
<br />13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
<br />14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING
<br />UNLESS NOTED OTHERWISE.
<br />15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.
<br />16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE
<br />DETAIL SHEETS FOR PAVEMENT SECTIONS.
<br />17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A
<br />CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.
<br />SITE PLAN LEGEND:
<br />TO
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<br />END OF STREET
<br />J CONSTRUCTION,
<br />TYP.- - -
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<br />CITY OF HUGO SITE SPECIFIC NOTES:
<br />1. RESERVED FOR CITY SPECIFIC NOTES.
<br />OPERATIONAL NOTES:
<br />SNOW REMOVAL:
<br />ALL SNOW SHALL OCCUR ON SITE.
<br />TRASH REMOVAL:
<br />TRASH REMOVAL SHALL OCCUR: PER MANAGEMENT
<br />DELIVERIES:
<br />DELIVERIES SHALL OCCUR FRONT DOOR.
<br />SITE AREA TABLE:
<br />SITE AREA CALCULATIONS
<br />BUILDING COVERAGE
<br />ALL PAVEMENTS
<br />ALL NON -PAVEMENTS
<br />TOTAL SITE AREA
<br />IMPERVIOUS SURFACE
<br />EXISTING CONDITION
<br />PROPOSED CONDITION
<br />DIFFERENCE (EX. VS PROP.)
<br />LIGHT DUTY BITUMINOUS PAVEMENT. SEE
<br />GEOTECHNICAL REPORT FOR AGGREGATE BASE &
<br />WEAR COURSE DEPTH, SEE DEATIL.
<br />HEAVY DUTY BITUMINOUS PAVEMENT. SEE
<br />GEOTECHNICAL REPORT FOR AGGREGATE BASE &
<br />WEAR COURSE DEPTH, SEE DETAIL.
<br />CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)
<br />SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE
<br />& CONCRETE DEPTHS, SEE DETAIL.
<br />PROPERTY LINE
<br />CONSTRUCTION LIMITS
<br />CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT
<br />GUTTER WHERE APPLICABLE -SEE PLAN
<br />TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS
<br />SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.
<br />HC = ACCESSIBLE SIGN
<br />NP = NO PARKING FIRE LANE
<br />ST = STOP
<br />CP = COMPACT CAR PARKING ONLY
<br />EXISTING CONDITION
<br />0 SF 0.0%
<br />0 SF 0.0%
<br />767,264 SF 100.0%
<br />767,264 SF 100.0%
<br />0 SF 0.0%
<br />193,633 SF 25.2%
<br />193,633 SF 25.2%
<br />0 0
<br />0
<br />Know what's below.
<br />Call before you dig.
<br />PROPOSED CONDITION
<br />70,450 SF 9.2%
<br />123,183 SF 16.1%
<br />573,631 SF 74.8%
<br />767,264 SF 100.0%
<br />AIPOL
<br />1 " = 40'-0"
<br />20'-0" 0 40'-0"
<br />4/17/2020 14:08:49
<br />(C�OVRO
<br />S�Ote
<br />C7 M (oD M F1121
<br />Civil Engineering • Surveying • Landscape Architecture
<br />4931 W. 35th Street, Suite 200
<br />St. Louis Park, MN 55416
<br />civilsitegroup.com 612-615-0060
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<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />- MaTthew R. Pavek
<br />DATE 02.21.2020 LICENSE NO. 44263
<br />ISSUE/SUBMITTAL SUMMARY
<br />DRAWN BY: KT, ND, JD REVIEWED BY: PS
<br />PROJECT NUMBER: 19296
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />20.03.11 Site Data Update
<br />SOUTH SITE PLAN
<br />C200
<br />COPYRIGHT CIVIL SITE GROUP IN
<br />
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