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<br />SIGN, COORD.�
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<br />763.213-3944 952-250-2003
<br />STA DARDS. TYP.
<br />2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.
<br />RIGHT TURN J
<br />%,%ow, TVP.
<br />4 OLID LINE,
<br />WAITE,
<br />ALL PAVEMENT MAINGS
<br />SHALL BE PER COUNT
<br />STANDARDS \\\\\\
<br />REMOVE ALL
<br />PAVEMENT M
<br />WITHIN NEW
<br />CONC. WALK-
<br />TYP.
<br />h.
<br />I
<br />I
<br />1
<br />I
<br />,
<br />I' ,
<br />T CURB TAPEF
<br />/
<br />LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS
<br />4931 W.35TH 5T. SUITE 200
<br />ST. LOUIS PARK, MN 55416
<br />(2) GRb9A)ND
<br />(/
<br />MOUNTED 6'.
<br />763.213-3944 952-250-2003
<br />BENCH, TYP.
<br />2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.
<br />RIBBC
<br />ii1°VFRvltlt 11, SURFACE
<br />OF
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<br />PAR NG
<br />10,922 SF
<br />INCL. S
<br />♦♦
<br />STRIP
<br />39.8%
<br />FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER(LANDSCAPE ARCHITECT.
<br />61,956 SF
<br />6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO
<br />USEABLE OPEN SPACE CALCULATIUNb:
<br />.y
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<br />NEI6FIBOAVI G I
<br />F a e n PROPERTIES
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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 WORK RELATED TO OR AFFECTING MUNICIPAL
<br />INFRASTRUCTURE (763.71741050).
<br />2. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS FROM PUBLIC WORKS (AS REQUIRED) PRIOR TO CONSTRUCTION: WATER/SEWER,
<br />LAND DISTURBANCE, AND GRADING.
<br />3. USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED FROM A HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THE
<br />CONSTRUCTION SITE. THE CONTRACTOR SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD WATER USAGE AND PAY THE
<br />ASSOCIATED DEPOSITS AND FEES FORTHE USE OF THE HYDRANT, METER AND WATER CONSUMPTION.
<br />4. CONTRACTOR SHALL COORDINATE HAUL TRUCK ROUTES WITH PUBLIC WORKS PRIOR TO CONSTRUCTION (763-717AD50).
<br />5. STREET CLOSURESIDETOURS SHALL BE APPROVED BY PUBLIC WORKS A MINIMUM OF 24 HOURS PRIOR TO BEING PLACED (763.717-4050).
<br />SITE AREA TABLE:
<br />Civi'Site
<br />SITE LAYOUT NOTES:
<br />G R O U P
<br />1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,
<br />LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS
<br />4931 W.35TH 5T. SUITE 200
<br />ST. LOUIS PARK, MN 55416
<br />RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE
<br />TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY
<br />CIvi1siteGoup.mm
<br />Matt Pavel, Pat serve,
<br />THE ENGINEERILANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.
<br />763.213-3944 952-250-2003
<br />TOTALSITEAREA
<br />2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.
<br />3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT
<br />ii1°VFRvltlt 11, SURFACE
<br />MATERIALS.
<br />4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE
<br />10,922 SF
<br />OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
<br />PROPOSED CONDITION
<br />5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE
<br />39.8%
<br />FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER(LANDSCAPE ARCHITECT.
<br />61,956 SF
<br />6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO
<br />USEABLE OPEN SPACE CALCULATIUNb:
<br />BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
<br />7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEERILANDSCAPE
<br />ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING,
<br />Maffbew R. Pavek
<br />FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS. FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER
<br />RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
<br />8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A)A. REQUIREMENTS -SEE
<br />DETAIL.
<br />9. CROSSWALK STRIPING SHALL BE 24' WIDE WHITE PAINTED LINE, SPACED 48' ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF
<br />r"
<br />CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR
<br />DATE I DESCRIPTION
<br />LOCAL GOVERNING BODIES.
<br />10. CURB AND GUTTER TYPE SHALL BE 8618 WITHIN THE ROW AND B612 ON PUBLIC PROPERTY, UNLESS OTHERWISE NOTED ON THE DRAWINGS -TAPER
<br />BETWEEN CURB TYPES -SEE DETAIL.
<br />9n13rn I CITY RESUBMITTAL
<br />11 14117 1 CRY RESUBMITTAL
<br />11. ALL CURB RADII ARE MINIMUM Y UNLESS OTHERWISE NOTED.
<br />BITUMINOUS WALK
<br />12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.
<br />3130116 1 CITY RESUBMITTAL
<br />13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
<br />PROPERTY LINE
<br />14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNI Fcc -I, [ED ()TwFRWISE.
<br />N
<br />15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4' WIDE Tr (.,
<br />i
<br />16. BITUMINOUS PAVING TO BE 'LIGHT DI, t Y' UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.
<br />17. ALL TREES THAT ARE ; v t(EMAIN AHE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE
<br />-- - -------- - - •URB AND GUTTER -SEE NOTES (T.O.) TIP OUT
<br />--------------------
<br />DC;.�mtN i S.
<br />CITY OF MOUNDS VIEW SITE SPECIFIC NOTES:
<br />1. CONTRACTOR TO PROVIDE A MINIMUM 24 HOUR NOTICE TO PUBLIC WORKS FOR ALL WORK RELATED TO OR AFFECTING MUNICIPAL
<br />INFRASTRUCTURE (763.71741050).
<br />2. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS FROM PUBLIC WORKS (AS REQUIRED) PRIOR TO CONSTRUCTION: WATER/SEWER,
<br />LAND DISTURBANCE, AND GRADING.
<br />3. USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED FROM A HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THE
<br />CONSTRUCTION SITE. THE CONTRACTOR SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD WATER USAGE AND PAY THE
<br />ASSOCIATED DEPOSITS AND FEES FORTHE USE OF THE HYDRANT, METER AND WATER CONSUMPTION.
<br />4. CONTRACTOR SHALL COORDINATE HAUL TRUCK ROUTES WITH PUBLIC WORKS PRIOR TO CONSTRUCTION (763-717AD50).
<br />5. STREET CLOSURESIDETOURS SHALL BE APPROVED BY PUBLIC WORKS A MINIMUM OF 24 HOURS PRIOR TO BEING PLACED (763.717-4050).
<br />SITE AREA TABLE:
<br />USEABLE OPEN SPACE CALCULATIONS
<br />EXISTING
<br />BUILDING COVERAGE
<br />4,251 SF
<br />2.7%
<br />ALL PAVEMENTS
<br />6,671 SF
<br />4.3%
<br />ALL NOW PAVEMENTS
<br />144,872 SF
<br />93.0%
<br />TOTALSITEAREA
<br />155,794 SF
<br />100.0%
<br />ii1°VFRvltlt 11, SURFACE
<br />THIS PLAN,
<br />EXISTING CONDITION
<br />10,922 SF
<br />7.096
<br />PROPOSED CONDITION
<br />61,956 SF
<br />39.8%
<br />IMPERVIOUSTOTAL
<br />61,956 SF
<br />39.8%
<br />USEABLE OPEN SPACE CALCULATIUNb:
<br />USEABLE OPEN SPACE CALCULATIONS
<br />REQUIREMENT
<br />625 SF/UNIT
<br />UNITCOUNT
<br />60 UNITS
<br />REQ, OPEN SPACE
<br />37,500 SF
<br />PROV. OPEN SPACE
<br />58,353 SF
<br />PROPOSED
<br />24,164 SF 15.5%
<br />37,792 SF 24.3%
<br />93,8385F 60.2%
<br />155,794 SF 100.0%
<br />LL
<br />W
<br />73
<br />M0
<br />W
<br />U
<br />w
<br />0
<br />T
<br />a
<br />1 HEREBY CERTIFY THAT
<br />THIS PLAN,
<br />SPECIFICATION. OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />-`
<br />• SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE OF
<br />SITE PLAN LEGEND:
<br />Maffbew R. Pavek
<br />DATE 7/6/18 LICENSENO. 44263
<br />LIGHT DUTY BITUMINOUS PAVEMENT
<br />ISSUE/SUBMITTAL SUMMARY
<br />r"
<br />HEAVY DUTY BITUMINOUS PAVEMENT
<br />DATE I DESCRIPTION
<br />6113117 CRY SUBMITTAL
<br />CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)
<br />9n13rn I CITY RESUBMITTAL
<br />11 14117 1 CRY RESUBMITTAL
<br />BITUMINOUS WALK
<br />2mi7 CITY RESUBMITTAL
<br />3130116 1 CITY RESUBMITTAL
<br />- -
<br />PROPERTY LINE
<br />519118 CITY RESUBMITTAL
<br />5128118 50% CDSET
<br />N
<br />CONSTRUCTION LIMITS
<br />06!15118 WATERSHED SUBMITTAL
<br />716118 PERMIT SET
<br />-- - -------- - - •URB AND GUTTER -SEE NOTES (T.O.) TIP OUT
<br />--------------------
<br />Te
<br />GUTTER WHERE APPLICABLE -SEE PLAN
<br />t t*
<br />TRAFFIC DIRECTIONAL ARROWS
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.
<br />HC =ACCESSIBLE SIGN
<br />/
<br />NP = NO PARKING FIRE LANE
<br />ST= STOP
<br />CP = COMPACT CAR PARKING ONLY
<br />SITE PLAN
<br />GOPHER
<br />STATE ONE CALL A
<br />WYJW.GOPHERSTATEONECALL.ORG `\
<br />(800)252-1 166 TOLL FREE /� In, V''
<br />(651)544)002 LOCAL `/
<br />1' = 30'-0'
<br />,�•�.C2.0
<br />
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