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<br />GRADING NOTES,
<br />
<br />1) CONTRACTOR SHI\LL CONTACT 'GOPHER STATE ONE CAll.: AT LEAST 48 HOURS
<br />PRIOR TO EXCAVATION/CONSTRUCTION FOR EXISTING UNDERGROUND UTIUTY
<br />LOCATIONS. TWIN CmES ~ETRO AREA:: 651-454-0002 OR TOU-FREE:
<br />1-800-252-1166.
<br />
<br />2) CONTRACTOR SHAll FIELD VERIfY THE LOCATIONS AND ElfVATlONS OF EXISTING
<br />UTlUTlES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE
<br />CONTRACTOR SHAll IMMEDIATELY NOTIFY HIE PROJECT ENGINEER OF Nff
<br />DISCREPANCIES OR VARIATIONS.
<br />
<br />3) SUITABLE GRADING MATERIAL SHAll. CONSIST OF ALL SOIL ENCOUNTERED ON SITE
<br />Willi THE EXCEPTION OF TOPSOIL DEBRIS. ORGANIC MATERIAL AND AN'( OTHER
<br />UNSTABLE MATERIAL
<br />
<br />4) SUBGRADE EXCAVATION SHAlL BE BACKFILLED IMMEDIATUY AFTER EXCAVATION TO
<br />HELP OFFSET IVN STABIUTY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.
<br />WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO (XIS1lNG PAVEMENT, THE
<br />EXCAVATION SHAlL BE 8ACKFIll..ED PROMPTLY TO AVOID UNO[RI.lINING THE EXISTING
<br />PAVEMENT.
<br />
<br />s) CONTRACTOR SHALL BE RESPONSIBLE FOR ALl HORIZONTAL AND VERTICAL
<br />CONTROL.
<br />
<br />6) ALl EXCESS MATERIAl INCLUOING BllUMINOUS SURFACING. CONCRETE, ABANDONED
<br />UTIUTY ITEMS. AND AN'( OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY
<br />OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE.
<br />
<br />7) COMPlETlON OF SITE GRADING OPERATIONS SHALL RESULT IN ALl AREAS BEING
<br />GRADED TO 'PlAN SUBGRAOE ELEVATION'. THE FOUNDATION AND BUILDING PAD
<br />DIMENSIONS SHALL BE DElERMINED BY REFERRING TO THE ARCHITECTURAL AND/OR
<br />STRUC1URAL DRAWINGS. THE HORIZONTAL DIMENSIONS AND LOCATION OF THE
<br />PARKING LOT AND DRrvEWAY AREAS SHALL BE DETERMINED IN REFERRING TO THE
<br />SITE PLo\N. THE PAVEMENT SECTION AND SUBBASE SHALL BE COORDINATED WITH
<br />THE GEOTECHNICAL REPORT.
<br />
<br />8) FINISHED GROUND ADJACENT TO PROPOSED BlIILDINGS SHALL BE SLOPED AWAY
<br />AT A MINIMUM OF 6 INCHES IN 10 FEET (S.D") FOR 1l-1E FIRST 10 FEET, EXCEPT
<br />WHERE NOTED ON PLAN. BEYOND 10 FEET. REFER TO PLo\N GRADES.
<br />9) CONTRACTOR IS RESPONSIBLE FOR GRADING THE FINISHED GROUND SURFACE AND
<br />CONSTRUCTING PROPOSED PAVEMENTS. SIDEWALKS. AND CURB &. GUTTER WITH
<br />SMOOTH & UNIFORM SLOPES TO PROVlDE POSITIVE DRAINAGE AWAY FROM BlIILDINGS
<br />AND PREV'ENT PONDING IN LOWER AREAS. CONTACT ENGINEER If FIELD ADJUSTMENTS
<br />TO GRADING PlANS ARE REOUIRED.
<br />
<br />10) INSTALL A MINIMUM Of 4 INCHES Of CLASS:; AGGREGATE eASE UNDER ALl
<br />PROPOSED CURB AND GUTTER.
<br />
<br />11) REFER TO EROSION &. SEDIMENT CONTROL PlAN AND STDRMWATER POLLUTION
<br />PRE\lENTlON PLAN (SWPPP) FOR OETAlLS ON EROSION &. SEDIMENT CONTROL
<br />PRACTICES, INCLUDING INSTAlLATION AND MAlNTEw.NCE PROCEDURES.
<br />
<br />1 Z) CONTRACTOR SHALL NOTIFY THE CIlY A MINIMUM OF 48 HOURS PRiOR TO
<br />WORKING WITHIN THE RIGHT-Of-WAY AND DETERMINE IF CITY INSPECTION WILL BE
<br />REQUIRED.
<br />
<br />I FGFND
<br />
<br />PROPOSED
<br />
<br />EXISTING
<br />
<br />BOUNDARY LINE
<br />LOT LINE
<br />SETBACK LINE
<br />EASEMENT LINE
<br />EDGE OF WEn.AND
<br />TIP-OUT CURB LINE
<br />SANITARY SEWER
<br />W/ MANHOLE
<br />WATER MAIN WI FIRE
<br />H'l'ORANT &. AUX. VALVE
<br />GATE VALVE
<br />
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<br />CATCH BASlN/STORM
<br />-~~~ [,.-44-::) SEWER/MANHOLE
<br />-W>-~ FLARED END SECTION
<br />~ wi RIPRAP
<br />INLET PROTECTION
<br />OVERHEAD Ul1UTIES
<br />---FENCE
<br />__-9W-__ -_-'~';';'-_,- MAJOR CONTOUR LINE
<br />~3&-- -__"'m___ MINOR CONTOUR LINE
<br />PERCENT GRADE/ORAINAGE SLOPE
<br />EMERGENCY OVERFLOW DRAINAGE
<br />':::Xc,~-C:C"o:':,.-c:-;.c:c:, RETAINING WALL
<br />SILT FENCE-BEFORE
<br />
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<br />
<br />BITUMINOUS PAVEMENT
<br />
<br />1 ", "1. L___.J CONCRETE PAVEMENT
<br />~ ROCK CONSTRUCTION ENTRANCE
<br />
<br />''''01.00
<br />
<br />GUTTER/pAVEMENT REV.
<br />BUILDING
<br />
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<br />
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<br />
<br />BENCHt.lARK INfORMATION:
<br />J"op nut.hydrQntsost ~4..LexIn9ton Ave. at
<br />Sa\lthwut corner of existln9 bu~dln9 Na. 3550
<br />elevation _ 9~8S (N.G.V.D. - '929)
<br />
<br />WARNING
<br />THE CONTRACTOR SHAll. CONTACT ALL PUBUC UTlUTIES
<br />FOR LOCATIONS OF AlL UNDERGROUND WIRES, CABLES.
<br />CONDUITS. PIPES. t.WlKOLES, VALVES. OR OTHER BURIED
<br />STRUCTURES BEfORE DIGGING. HE SHALL REPAIR OR
<br />REPlACE THE ABOVE WHEN OAMAGED DURING
<br />CONSTRUCTION AT NO COST TO OWNER.
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<br />EXIS!1NC\EJ,Ifk;ENCY ",".
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<br />15050 23tdAvanueNorth
<br />P1ymOl!ItI, Minnesola55447
<br />1763-746-1600 F763-74S-1699
<br />
<br />111101ndllstria1CircleNW,SulteE
<br />Elk River, Minnesola55330
<br />T76H41-0108 F763-241-8351
<br />
<br />wmt.sd1oenmadson.com
<br />
<br />PROJECT
<br />
<br />ARDEN PLAZA
<br />REDEVELOPMENT
<br />
<br />SOUTHWEST QUADRANT
<br />COUNTY ROAD E 1 LEXINGTON AVE
<br />ARDEN HILLS, MN
<br />CLIENT
<br />
<br />ARDEN PLAZA, LLC
<br />4255 WHITE BEAR PARKWAY,
<br />SUITE 1550
<br />WHITE BEAR LAKE, MN 55110
<br />651.247.7007
<br />
<br />CONSULTANTS
<br />
<br />REVISIONS
<br />
<br />-HI2-llT City Submittal
<br />
<br />ItKI'-'br"rlifytturtthi..pllln.llp&<::ffication,
<br />lH"nport_prepare<lbymearundermy
<br />dlred.uporvllllon and that I am a duly
<br />L1"nnd ProfaNlonal Enlll""",runder
<br />tha Iawa of tile stlIta orMlnna$Q(a.
<br />
<br />DavldRoedul
<br />
<br />DATE:~L1C.NO.:
<br />
<br />CHECKED BY
<br />PDSlDR
<br />
<br />DESIGNED BY
<br />"
<br />
<br />DRAWN BY
<br />"
<br />
<br />PROJECT NO. DATE
<br />~n' 7_2-07
<br />
<br />TInE SHEET
<br />
<br />PRELIMINARY
<br />GRADING
<br />PLAN
<br />
<br />SHEET NUMBER
<br />
<br />C2
<br />
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