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<br />Ilircel 2 Descriptions
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<br />SITE LAYOUT NOTES:
<br />.Existing
<br />S00°36'29"E
<br />897.29 X
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<br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
<br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT
<br />LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS.
<br />CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT
<br />OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE
<br />LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR
<br />APPROVAL.
<br />3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING
<br />PERMIT.
<br />4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE
<br />IMPROVEMENT MATERIALS.
<br />5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY
<br />THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
<br />6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE
<br />STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.
<br />7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING
<br />IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
<br />8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE
<br />ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE
<br />FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES.
<br />THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
<br />9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.
<br />REQUIREMENTS -SEE DETAIL.
<br />10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH
<br />OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED
<br />BY ADA OR LOCAL GOVERNING BODIES.
<br />11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL.
<br />12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
<br />13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.
<br />14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
<br />15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.
<br />16. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.
<br />17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.
<br />18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE
<br />DOCUMENTS.
<br />19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
<br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER.
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<br />CITY OF MOUNDS VIEW SITE SPECIFIC NOTES:
<br />1. CONTRACTOR TO PROVIDE A MINIMUM 24 HOUR NOTICE TO PUBLIC WORKS FOR ALL
<br />WORK RELATED TO OR AFFECTING MUNICIPAL INFRASTRUCTURE (763-717-4050).
<br />2. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS FROM PUBLIC WORKS (AS
<br />REQUIRED) PRIOR TO CONSTRUCTION: WATER/SEWER, LAND DISTURBANCE, AND
<br />GRADING.
<br />3. USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED FROM A
<br />HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THE CONSTRUCTION SITE. THE
<br />CONTRACTOR SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD
<br />WATER USAGE AND PAY THE ASSOCIATED DEPOSITS AND FEES FOR THE USE OF THE
<br />HYDRANT, METER AND WATER CONSUMPTION.
<br />4. CONTRACTOR SHALL COORDINATE HAUL TRUCK ROUTES WITH PUBLIC WORKS PRIOR
<br />TO CONSTRUCTION (763-717-4050).
<br />5. STREET CLOSURES/DETOURS SHALL BE APPROVED BY PUBLIC WORKS A MINIMUM OF 24
<br />HOURS PRIOR TO BEING PLACED (763-717-4050).
<br />6. FINAL CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED TO THE PUBLIC WORKS
<br />DIRECTOR AND A PRECONSTRUCTION CONFERENCE SHALL BE HELD BEFORE
<br />BEGINNING ANY SITE IMPROVEMENT WORK.
<br />SITE AREA TABLE:
<br />SITE AREA CALCULATIONS
<br />BUILDING COVERAGE
<br />ALL PAVEMENTS
<br />ALL NON -PAVEMENTS
<br />EXISTING CONDITION
<br />0 SF 0.0%
<br />9,813 SF 5.7%
<br />163,016 SF 94.3%
<br />PROPOSED CONDITION
<br />29,720 SF 17.2%
<br />59,074 SF 34.2%
<br />84,035 SF 48.6%
<br />TOTAL SITE AREA
<br />172,829 SF 100.0% 172,829 SF 100.0%
<br />IMPERVIOUS SURFACE
<br />EXISTING CONDITION
<br />PROPOSED CONDITION
<br />DIFFERENCE (EX. VS PROP.)
<br />9,813 SF
<br />88,794 SF
<br />78,981 SF
<br />5.7%
<br />51.4%
<br />45.7%
<br />OPERATIONAL NOTES:
<br />SNOW REMOVAL:
<br />ALL SNOW SHALL OCCUR XXXXX.
<br />TRASH REMOVAL:
<br />TRASH REMOVAL SHALL OCCUR:XXXXX.
<br />DELIVERIES:
<br />DELIVERIES SHALL OCCUR XXXXX.
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<br />Rim=907.05
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<br />Existing Building
<br />Inv 902.35
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<br />SITE PLAN LEGEND:
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<br />LIGHT DUTY BITUMINOUS PAVEMENT (IF
<br />APPLICABLE). SEE GEOTECHNICAL REPORT
<br />FOR AGGREGATE BASE & WEAR COURSE
<br />DEPTH, SEE DEATIL.
<br />HEAVY DUTY BITUMINOUS PAVEMENT (IF
<br />APPLICABLE). SEE GEOTECHNICAL
<br />REPORT FOR AGGREGATE BASE & WEAR
<br />COURSE DEPTH, SEE DETAIL.
<br />CONCRETE PAVEMENT (IF APPLICABLE)
<br />AS SPECIFIED (PAD OR WALK) SEE
<br />GEOTECHNICAL REPORT FOR
<br />AGGREGATE BASE & CONCRETE
<br />DEPTHS, SEE DETAIL.
<br />PROPERTY LINE
<br />CONSTRUCTION LIMITS
<br />CURB AND GUTTER -SEE NOTES (T.0.)
<br />TIP OUT GUTTER WHERE
<br />APPLICABLE -SEE PLAN
<br />TRAFFIC DIRECTIONAL
<br />ARROW PAVEMENT
<br />MARKINGS
<br />SIGN AND POST ASSEMBLY. SHOP
<br />DRAWINGS REQUIRED.
<br />HC = ACCESSIBLE SIGN
<br />NP = NO PARKING FIRE LANE
<br />CP = COMPACT CAR PARKING ONLY
<br />ACCESSIBILITY ARROW (IF APPLICABLE)
<br />DO NOT PAINT.
<br />Know what's below.
<br />Call before you dig.
<br />L73 CD
<br />Civil Engineering ° Surveying ° Landscape Architecture
<br />St. Louis Park, MN 55416
<br />PROJECT
<br />4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112
<br />7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423
<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 />?:„La knialee_
<br />David J. Knaeble
<br />DATE 09/30/21 LICENSE NO. 48776
<br />ISSUE/SUBMITTAL SUMMARY
<br />DATE
<br />DESCRIPTION
<br />09/30/21
<br />CITY SUBMITTAL
<br />DRAWN BY:XX
<br />REVIEWED BY: XX
<br />PROJECT NUMBER: XXXXX
<br />REVISION SUMMARY
<br />DESCRIPTION
<br />SITE PLAN -
<br />OVERALL SITE
<br />0 COPYRIGHT2021 CIVIL SITE GROUP INC.
<br />
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