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<br />REGIONAL POND BASIN 2 ```���� 00 t i /' �yy°� ZONE X i
<br />BOT=900.00 \
<br />NWL=905.00 \ �/ / ,� J �� ��,Q'/ (Areas of 0.2% annual chance
<br />OUTLET-907.00 \ i // / J � flood; areas of 1% anuual chance ;
<br />\ �� ,� flood with average depths of less
<br />TOP/EOF=908.50 \� / /' than 1 foot or with drainage area
<br />100-YR HWL=908.25 ♦ / /` ,�' less than 1 square mile; and areas
<br />VOL=(905.00-907.00)=45,000 CF �' a* / /' protected by levees from 1% annual
<br />we/'
<br />MAX 4:1 SLOPE , � � � oft, �� ,� chance flood) 41�
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<br />INV. =891.31
<br />APPROXIMATE FLOOD ZONE LINE PER
<br />FEMA MAP NUMBER 27163CO136E &
<br />27163CO117E EFFECTIVE DATE OF FEB.
<br />3, 2010 \ \ A/ \
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<br />WETLAND
<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 SUNLESS 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 />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 />M M M M M CONSTRUCTION LIMITS
<br />CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT
<br />GUTTER WHERE APPLICABLE -SEE PLAN
<br />tt* TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS
<br />SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.
<br />l HC = ACCESSIBLE SIGN
<br />NP = NO PARKING FIRE LANE
<br />ST = STOP
<br />CP = COMPACT CAR PARKING ONLY
<br />SURMOUNTABLE
<br />C & G, TYP.
<br />/
<br />/
<br />CONSTRUCTION LIMITS
<br />'s
<br />RETAINING / —, 0
<br />WALL W/
<br />FENCE, TYP. / A
<br />WETLAND ,' o Know what's below.
<br />4-CSC Call before you dig.
<br />Ag�l
<br />1 " = 40'-0"
<br />20'-0" 0 40'-0"
<br />4/17/2020 14:09:00
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<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 />NORTH SITE PLAN
<br />C202
<br />COPYRIGHT CIVIL SITE GROUP INC.
<br />
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