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Exhibit
<br />ULDTED ACCESS TO 77)H STREET
<br />(DLUIGRHIT v&ONcLESTRst/C110,4011N)
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<br />GOPHER STATE ONE CALL,
<br />Twin Cities Area 454-0002
<br />AIN, Toll Free 1-800-252-1166
<br />77TH • TREET) , •=4
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<br />-MIN LEGEND
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<br />E5151103 ---
<br />RoC.: coNsTRucnoN
<br />ENTRANCE
<br />•
<br />\•••• crtv PROJECT (RV OTHERS)
<br />nil STORM SEWER DATA
<br />• REFERENCE SHEET 6/16 =CR CUPRFNT STORM SEWER DATA
<br />• PARKING AND BUB DING PACS 10 BE LOWERED 0.5' FOR FINAL
<br />CONSTRUCTION DOCUMENTS
<br />END--00 crrr,PROJE
<br />NMI GRADING AND EROSION CONTROL NOTES
<br />• CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF
<br />EXISTING .16111415 AND TOPOGRAPHIC FEATURES. SUCH AS ExiSTING GUTTER
<br />CRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO START OF SITE GRACING.
<br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF AN
<br />CRSCREPANCES OR vAMATTONS FROM PLANS.
<br />• CONTRACTOR IS TO CONTACT 'GOPHER STATE ONE CALL" FOR unury
<br />10056)065 - 454-0002 48 HOURS PRIOR TO EXCAVATION \CONSTRUCTION
<br />• REFER TO SITE PLAN FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS
<br />AND I AYOUT
<br />R59 _ ••''
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<br />• THE SITE GRADiNG OPERATIONS, WHEN COMPLETED SHALL RESULT IN ALL
<br />AREAS 8FIN0 GRADED TO "PLAN SUBGRADE ELEVATION". THIS 'PLAN
<br />SUBGRADE ELEVATION SHALL BE DETERMINED BY CHECKINC SLAB THICKNESS
<br />THE ARCHITECTURAL PLANS. THE "PLAN SUBGRADE ELEVATION" IN
<br />0
<br />THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY
<br />0
<br />CHECKING THE PAVEMENT SECTION DETAILS. AND REFERRING TO PAVING
<br />'LAN FOR LOCATION AND LIMITS OF VARIOUS PAVEMENT SECTIONS.
<br />• INSTALL SILT SACKS IN ALL CATCH BASINS LOCATED WITHIN DISTURBED
<br />AREAS UNLESS NOTED OTHERWISE.
<br />• ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO
<br />COMMENCEMENT OF GRADINC OPERATIONS AND BE MAINTAINED 61NT)1 ALL
<br />AREAS ALTERED ON THE SITE HAVE BEEN RESTORED.
<br />• ALL CONSTRUCTION ENTRANCES SHALL 86 SURFACED WITH CRUSHED
<br />ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT TO 50 FEET INTO
<br />CONSTRUCTION ZONE. REFER TO DETAIL.
<br />• CONTRACTOR SHALL. STRIP, STOCKPILE AND RE-SPREAD SUFFICIENT TOPSOIL
<br />TO PROVIDE MINIMUM A' DEPTH (COMPACTED) TO ALL AREAS DISTURBED.
<br />TO BE SODDED OR SEEDED.
<br />• CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED
<br />0.04 FEET. ALL CATCH BASINS 114 CUTTER SHALL BE SUmPED 0.15 FEET
<br />RIM ELEVATIONS SHOWN REFLECT SUMPED ELEVATIONS.
<br />• ALL ROOF DRAIN LOCATIONS TO BE VERIFIED WITH MECHANICAL.
<br />• ALL SILT FENCE TO BE ORANGE IN COLOR.
<br />• HEAVY DUTY FENCE TO BE INSTALLED ON SLOPES OF 3:1 OR STEEPER AND NEAR
<br />AREAS WHERE MATERIAL IS TO BE STOCK PILED, UNLESS NOTED OTHERWISE.
<br />o .0
<br />(7)-
<br />\ DETAIL
<br />SHEET 18/18
<br />„ OF Li
<br />11-it3--2 1 2001
<br />=t)
<br />IVO - 46, Es
<br />RIGHT-OP-WAY UNE
<br />PROPERTY LINE
<br />CURD IMF
<br />CATCH 8496/510114
<br />0566,44A51IOLL
<br />RATER 11.1
<br />—C) yu#101X /SANITARY 56,1E4
<br />TOPOGRAMICAL
<br />CONT01,9 LINE
<br />PClE
<br />• WICRANT
<br />GATE 6414E
<br />SOL DONNG
<br />SILT FENCE
<br />-MY DALE
<br />PROPOSED SPOT 1<1604110,15
<br />PROPOSED IJRAINACE ELM, ARRONS
<br />LANDSCAPE YARD DRAIN
<br />ROCK CONsTRucTIoN ENTRANCE
<br />4' DROP CURS S(CDON
<br />SCNE
<br />NORTH
<br />NOT FOR CONSTRUCTION
<br />
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