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,'2015 Westwood Professional Services, Inc,
<br />wiML PLACEMENT AND
<br />� gGO ROCK CONSTRUCTION - :. CONSTRUCTION OF A
<br />ENTRANCE SILT FIENCE
<br />H.+U=E SOL OF POND cREEI. -OE OF
<br />OUTLET
<br />ELE"..TION- 102.7
<br />^'1 10.1
<br />it
<br />2-0' COP -'1 E'_AL
<br />LINER BENE .TH
<br />OUTLET ELE"ATiON,
<br />LASE yrPOND GRADINC DETAIL
<br />..W I GDO6
<br />ij
<br />r -3A32 CONCRETE SIDEWALK
<br />4' CLASS 5 AGGREGATE RASE
<br />(1005 CRUSHED GRAVEL)
<br />COMPACTED SUOGRADE
<br />CONIC, WALKWAY
<br />NO SCALE
<br />BLECRCATIOM
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<br />MGOWETLAND BUFFER MARKER n
<br />TYPICAL PAVEMENT
<br />NO SCALE
<br />1 1/2" BIT. WEARING COURSE
<br />MNDOT SPEC 2360, TYPE SP
<br />9-5 WEAR COURSE (3.B)(SPNWEA340B}
<br />TACK COAT, M^DOT 2357
<br />2 1/2" BITUMINOUS BASE COURSE
<br />IANDOT SPEC 2360, SP12.3 NON WEAR
<br />COURSE (3.B)(SPNWB3308
<br />)
<br />12" CLASS 5 AGGREGATE RASE
<br />(1005 CRUSHED)
<br />24" MNDOT 2211 CUSS AGGREGATE SUBS -BASE
<br />(1005 CRUSHED)
<br />4EOTEKTILE FABRIC FOR MAY
<br />y
<br />nA7c NGS
<br />TYPICAL TRAIL
<br />.,"HUGO SECTION --
<br />7 r�r
<br />7
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<br />LOTLOTBEN BENCHING DETAIL
<br />NO eG LE
<br />ONEKA PARKWAY TYPICAL ROAQWAY SECTION
<br />STREET 9 (9+50 — 17+92)
<br />60" ROW NO SCALE
<br />Westwood
<br />PnIIM OR::7-6160 MIAep 0—
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<br />URO III GUTTER
<br />TRAIL
<br />STREET 6 (5+60 — 1350) & STREET 7 & 8
<br />ORB @ CUTTER
<br />STREET 6 (1+00 — 5+60) & STREET 9 (1+00 — 9+50)
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<br />OF LENGTH --.
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<br />1.01MET74C VIEW FILTER'. Fii.RIC UNOE':
<br />H6m1elYGw,
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<br />OF R -,LOGY . NO
<br />2. SLOPE .:URFACE 17.:LL BE FREE OF RC JSS. ;LOOS. TICK : NO G.
<br />3. M,T-/BL.NKETS SH LL HA' c '.IOD '.OIL C'1NT..CT,
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<br />wiML PLACEMENT AND
<br />� gGO ROCK CONSTRUCTION - :. CONSTRUCTION OF A
<br />ENTRANCE SILT FIENCE
<br />H.+U=E SOL OF POND cREEI. -OE OF
<br />OUTLET
<br />ELE"..TION- 102.7
<br />^'1 10.1
<br />it
<br />2-0' COP -'1 E'_AL
<br />LINER BENE .TH
<br />OUTLET ELE"ATiON,
<br />LASE yrPOND GRADINC DETAIL
<br />..W I GDO6
<br />ij
<br />r -3A32 CONCRETE SIDEWALK
<br />4' CLASS 5 AGGREGATE RASE
<br />(1005 CRUSHED GRAVEL)
<br />COMPACTED SUOGRADE
<br />CONIC, WALKWAY
<br />NO SCALE
<br />BLECRCATIOM
<br />WEh4m.wT°,e��A�°aeK ro �.wmn
<br />Bl "AwrortlxoA menAwGL'relmx
<br />M*ftoa NETLA1 IL--E1190NB
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<br />I GRGOh-p ALLCY.6YIGf &'.,LLif eA1G
<br />I - 1 PORT W76YL9
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<br />POSF INSTALLATION _
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<br />MGOWETLAND BUFFER MARKER n
<br />TYPICAL PAVEMENT
<br />NO SCALE
<br />1 1/2" BIT. WEARING COURSE
<br />MNDOT SPEC 2360, TYPE SP
<br />9-5 WEAR COURSE (3.B)(SPNWEA340B}
<br />TACK COAT, M^DOT 2357
<br />2 1/2" BITUMINOUS BASE COURSE
<br />IANDOT SPEC 2360, SP12.3 NON WEAR
<br />COURSE (3.B)(SPNWB3308
<br />)
<br />12" CLASS 5 AGGREGATE RASE
<br />(1005 CRUSHED)
<br />24" MNDOT 2211 CUSS AGGREGATE SUBS -BASE
<br />(1005 CRUSHED)
<br />4EOTEKTILE FABRIC FOR MAY
<br />y
<br />nA7c NGS
<br />TYPICAL TRAIL
<br />.,"HUGO SECTION --
<br />7 r�r
<br />7
<br />Lor PAaxE _
<br />�r P�JPn[c+,w —; rt'c w sTerTT~
<br />LOTLOTBEN BENCHING DETAIL
<br />NO eG LE
<br />ONEKA PARKWAY TYPICAL ROAQWAY SECTION
<br />STREET 9 (9+50 — 17+92)
<br />60" ROW NO SCALE
<br />Westwood
<br />PnIIM OR::7-6160 MIAep 0—
<br />F� (G611 GG7-6GG2 ENA M I MN 66441
<br />IYFiAA 0ael G67-8160 W.IONDWIN.mlm
<br />YLVauemGd PMNW- 1fM6l III
<br />URO III GUTTER
<br />TRAIL
<br />STREET 6 (5+60 — 1350) & STREET 7 & 8
<br />ORB @ CUTTER
<br />STREET 6 (1+00 — 5+60) & STREET 9 (1+00 — 9+50)
<br />N.T.Y
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<br />F.&U& D. iT.gam Iir PE
<br />11NG. DB/08/16 Free Ira 177115
<br />CAIELORY -=-T. PLE 4'
<br />OF LENGTH --.
<br />ELNKET '1 OPE `.,110 CT-?IE'./L,.0
<br />CO 5' -.1 (H: J> 1.'. "T PLE:. :: •x:: 12-
<br />0 5" 21 - 1:1 1.- CT:PLE_
<br />1 4" >'
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<br />[�+ ! ,�r / ,fir ,�S•
<br />PATTERN
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<br />1.01MET74C VIEW FILTER'. Fii.RIC UNOE':
<br />TYPIC .L TRF-,TMENT
<br />.F'T W OME Lrb
<br />' ci, OGICK
<br />I- MAT^ BL'NKET': SHOULD BE IEE
<br />OF R -,LOGY . NO
<br />2. SLOPE .:URFACE 17.:LL BE FREE OF RC JSS. ;LOOS. TICK : NO G.
<br />3. M,T-/BL.NKETS SH LL HA' c '.IOD '.OIL C'1NT..CT,
<br />4 LAY EL .NKE73 L00^ELY . ND ;,FAKE OR STAPLE TO MANI JN DIRECT
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<br />It'T R6m—
<br />TURF REINFORCEMENT MATS FOR SLOPES
<br />IGD21
<br />IrEL OF ND
<br />AT WALKOUT 8.2'
<br />BELOW GARAGE SL48
<br />uNLESS OTHERWISE
<br />/ NOTED.
<br />1I
<br />_
<br />—ENGINEERED FILL
<br />SUITABLE BEARING SOIL (TYP.)
<br />0.5'
<br />Coll 48 Hours before digging:
<br />811 or calI811.com
<br />Common Ground Alliance
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<br />STRUCTURE I - -- -
<br />R.O.W
<br />22'
<br />FINISHED GRADE AFTER HOU'E
<br />-FINISHED GRADE FOR PAD
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<br />HGLD Dowty
<br />uMITs
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<br />rEL OF GROUND
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<br />BELOW GARAGE
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<br />UNLESS DTHERYASE
<br />NOTED.
<br />- ENGINEERED FILL
<br />BEARING SOIL (TYP,)
<br />tR LSuITABLE BEARING SOIL (TYP,)
<br />cawRACTOR. NORTHAE'ST ASPHALT
<br />AECOWDRAVAM
<br />CONFORMING TO CONSTRVCAOY RECORDS
<br />BY Jarrod MCI DATE 03/08/16
<br />IGGGTlr60. IM01.p
<br />y..GM6� - �� PY'eP161rod Eon
<br />DR Horton, Inrc.,.�� - Minnesota
<br />Qnra 77N! 2MM K=bap Camt 9Aft 1()B
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<br />ENGINEERED FILL
<br />SUITABLE BEIRINC SOIL (TYP.)
<br />R.O.W G. ROADWAY
<br />25' 22' 15' 1' 14'
<br />yFINISHED GRADE AFTER HOUSE
<br />FINISHED GRADE FOR PAI1
<br />I
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<br />GARAGE FLOOR EL.
<br />LIMHOLD DOWM
<br />- MS
<br />Sl1BGRpDE - -_________ _
<br />G.5' TOI
<br />w—' ENGINEERED FBIS
<br />ENGINEERED FILL—'� '
<br />RW:...
<br />4_7" %�T
<br />SUITABLE BEARING SOIL
<br />** O��**�� /�,� f/Y�
<br />N,T.S.
<br />R.O.W Q ROADWAY
<br />22' 1 15 I'l 14'
<br />GRZE AFTER HOUSE
<br />GRADE FOR PAD
<br />I I
<br />m•
<br />HOLD DOWN
<br />LIMITS
<br />4T oo' TG sullaRaDE
<br />11.5' TOPSOIL
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<br />Clearwater
<br />Cove
<br />Hmm. MK
<br />r—ENGINEERED FILL
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<br />.E BEARING SOIL (TYP.)
<br />D.t. 07/06/15 skwt 111 DEI 10
<br />!./I afls
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