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<br />2"' 2341 WEAR COURSE
<br />
<br />6"' CLASS 5 AGGREGATE BASE
<br />
<br />TYPICAL PAVEMENT SECTION
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<br />PLAN
<br />N.T.S.
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<br />Ol'nON 1
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<br />Ol'nOH 2
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<br />BALE DETAILS
<br />N.T,S,
<br />
<br />
<br />TO PROTECT STORM SEWER INLET
<br />
<br />EROS ION CQtlIRQLl1EA5.J.!RlS.
<br />
<br />HEAVY DUTY EROSION' CONTROL FENCE AND HAY BAl.ES SHALL
<br />BE INSTALLED WHERE SHOWN ON THE PLAtlS, ERO~ I.)r.
<br />CONTROL FENCE SHALL OE I N PLACE F ROM Tiff 5 TAR; In
<br />WORK UNTIL ALL TURF IS ESTABLISHED AND ~AVED ARfAS
<br />HAVE AT LEAST ONE COURSE OF ASPHALT IN PLACE.
<br />
<br />HOLDING PONDS SHALL BE THE FIRST ITEM CONSTRUCTED
<br />DURING SITE GRADING.
<br />
<br />UPON COMPLETION OF ROUGH GRADING, TURF ESTABLISHMENT
<br />SHALL BEG I N I MMED I ATEL Y . TOPSO I L SHALL BE SrrlEAD ON
<br />ALL DISTURBED AREAS (EXCLUDING AREAS TO BE PAVED OR
<br />BUILT UPON) TO A MINIMUM DEPTfI or FOUR INCHES. SEED
<br />CONFORMING TO MN/DOT MIXTURE Nur~BER FIVE SHALL BE
<br />PLACED AT A MINIMUM RATE OF 50 POUNDS PER ACRE. SEED
<br />SHALL BE LIGHTLY DISCED IN. TYPE ONE MULCH SHALL Of
<br />APPL lED AT A RATE OF ONE TON PER ACIlE. ~IULCH SHALL BE
<br />DISC ANCHORED. SOD, SECURELY PEGGED OR ANCHORED, MAY
<br />BE USED IN PLACE OF SEED AND MULCH. ALL TUllE
<br />ESTABL I SHt~ENT SHALL BE I N ACCORDANCE WI TfI THE
<br />APPROPRIATE PROVISIONS 01' THE "STANDAfllJ SPECIFICATION~
<br />FOR CONSTRUCTION" LATEST EDITION OF THE
<br />MINNESOTA DEPARTMENT OF TRANSPORTAT;0N.
<br />
<br />916,9 __
<br />(MATCH
<br />EXISTiNG)
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<br />I
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<br />
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<br />II
<br />II
<br />II
<br />II
<br />II
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<br />I
<br />I
<br />
<br />916.4
<br />(MATCH II
<br />EXISTING) II
<br />\1
<br />II
<br />II
<br />II
<br />II
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<br />B-2
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<br />B-1 - -+
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<br />17.45 <.0
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<br />1t INSTALL
<br />SILTATION FENCE
<br />
<br />NOTE'
<br />CD TWO 2"'x2"' WOOD STAKES OR REINFORCING
<br />BARS IN EACH BALE, EMBEDDED IN
<br />THE GROUND /0"' MINIMUM.
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<br />60
<br />NE W BUILDING
<br />BASEMENT
<br />ELEV. 908.87
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<br />N.T.S,
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<br />SILTATION FENCE
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<br />~07.9 T '\
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<br />~- - EXISTING SKIMMER
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<br />GRADING PLAN
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<br />SCALE IN FEET
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<br />15 30
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<br />60
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<br />Section A-A
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<br />907.40
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<br />CUT CURB AND PAVE
<br />BITUMINOUS FLUME
<br />TO POND BOTTOM
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<br />I SILTATION, t!ENCE
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<br />1. ALL SPOT ELEVATIONS SHOWN ARE AT fLOWLINE.
<br />
<br />2. EXISTING SITE CONTOURS, TOPO('RM" ~Nu PR0PfRH
<br />LINES ARE RASED ON SURVEY DONI ' .r. I'II[
<br />SONS INC. (10/15/67).
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<br />EY'STI~S .OR' ·
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<br />r CONTRACTION
<br />JOINTS (TYP)
<br />26" MIN.
<br />
<br />/ 118"' APPROX.
<br />__ jA
<br />
<br />
<br />L-A
<br />
<br />- - NO.4 REINFORCING ROD CONTINUOUS IN CROSS
<br />GUTTER FROM EXP. JOINT TO EXP, JOII':JT . J
<br />
<br />DRIVEWAY DETAIL
<br />
<br />N.T,S.
<br />
<br />I hereby certify that this plan was
<br />prepared by me or under my direct
<br />supervision and that I am a duly registered
<br />c(j""'''' under the laws of
<br />the State of Minnesota.
<br />
<br />,.)6')'
<br />Reg. no:
<br />
<br />d.~ :~y~ ,;;O,'n
<br />I '
<br />Date:
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<br />....
<br />
<br />--
<br />
<br /> LEGEND
<br />- - 908 - - EXISTING CONTOUR
<br />-908- PROPOSED CONTOUR
<br />-:>- - EXISTING STORM SEWER
<br />- -.- EXISTING SANITARY SEWER
<br />x910.3 SPOT ELEVATION
<br />1.7% ... PAVEMENT GRADE
<br />S SOIL BORING
<br />...~~~~ SILTATION FENCE
<br />i............ RETAINING WALL
<br />---- EXISTING CURB
<br />--_.
<br /> PROPOSED CURB
<br />
<br />CLI
<br />
<br />87036
<br />
|