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02017 Westwood Professional Services, Inc.
<br />WETLAND ... ,..
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<br />M1C�NO
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<br />Vftstwood
<br />Ph. n (952(93)-5159 7599ALs9Yam GENe
<br />Fax (9521937.51122 Eden Pealde, MN 55344
<br />WFns (3a91937-5150 wertwoodpa m
<br />Westwood Pmd iga Lai S-Ae.% I -
<br />Geta z
<br />ROAD
<br />0.5'
<br />o
<br />z -V SUBGRADE ELEV.
<br />r
<br />GEOTEXTLE FILTER AGGREGATE
<br />(MnDOT 3149.2H)
<br />4' PERF. PVC PIPE SDR 35
<br />GEOTEXTILE FABRIC -TYPE II
<br />(MnDOT 3733)
<br />PERFORA�UND�DRAIN DR
<br />INSTALL AT LOW POINT AS OIRECTFD BY THE INGNEER
<br />NOTE:
<br />DRAINTILE INSTALLED
<br />50e IN EACH DIRECTION
<br />FROM CATCH BASIN
<br />PERFORATED
<br />DRAIN TILE
<br />3.1 N,F
<br />65' HOUSE .PAD
<br />... _ __.____ -_ R.O.W q ROADWAY
<br />7' (MIN.) I 3' 40' 25' _3' 22 15' 1' 14'
<br />(VARIES) I ul FINISHED GRADE AFTER HOUSE
<br />I w FINISHED GRADE FOR PAD I
<br />I I
<br />0.67'
<br />-- -- — — — —I — — — - y— _ 0
<br />GARAG FLOOR EL. HOLD OSWN
<br />X1.00' TO SUBGRADE
<br />_------------- _
<br />'
<br />11 R. TI 1 L.1FfLR Ir
<br />2,�++V
<br />rf,E-xSPH, Tf■/ry�/�■
<br />Fc:K On.RL '.:V e,r
<br />'` I'ANC
<br />LS.CMEti
<br />ENGINEERED FILL^�
<br />i�ENGINEERED FILL
<br />. —ENGINEERED FILL.
<br />3N
<br />Slab-On-Grade(may-y-LY,
<br />BLANKET SLOPE RATIO STAPLES/YARD
<br />-
<br />N.T.5.al.iJ�.'TI
<br />Vftstwood
<br />Ph. n (952(93)-5159 7599ALs9Yam GENe
<br />Fax (9521937.51122 Eden Pealde, MN 55344
<br />WFns (3a91937-5150 wertwoodpa m
<br />Westwood Pmd iga Lai S-Ae.% I -
<br />Geta z
<br />ROAD
<br />0.5'
<br />o
<br />z -V SUBGRADE ELEV.
<br />r
<br />GEOTEXTLE FILTER AGGREGATE
<br />(MnDOT 3149.2H)
<br />4' PERF. PVC PIPE SDR 35
<br />GEOTEXTILE FABRIC -TYPE II
<br />(MnDOT 3733)
<br />PERFORA�UND�DRAIN DR
<br />INSTALL AT LOW POINT AS OIRECTFD BY THE INGNEER
<br />NOTE:
<br />DRAINTILE INSTALLED
<br />50e IN EACH DIRECTION
<br />FROM CATCH BASIN
<br />PERFORATED
<br />DRAIN TILE
<br />3.1 N,F
<br />65' HOUSE .PAD
<br />... _ __.____ -_ R.O.W q ROADWAY
<br />7' (MIN.) I 3' 40' 25' _3' 22 15' 1' 14'
<br />(VARIES) I ul FINISHED GRADE AFTER HOUSE
<br />I w FINISHED GRADE FOR PAD I
<br />I I
<br />0.67'
<br />-- -- — — — —I — — — - y— _ 0
<br />GARAG FLOOR EL. HOLD OSWN
<br />X1.00' TO SUBGRADE
<br />_------------- _
<br />'
<br />11 R. TI 1 L.1FfLR Ir
<br />2,�++V
<br />rf,E-xSPH, Tf■/ry�/�■
<br />Fc:K On.RL '.:V e,r
<br />'` I'ANC
<br />LS.CMEti
<br />ENGINEERED FILL^�
<br />i�ENGINEERED FILL
<br />. —ENGINEERED FILL.
<br />CATEGORY STAPLE SPACING FOR STAPLES 4'
<br />DE LENGTH
<br />Slab-On-Grade(may-y-LY,
<br />BLANKET SLOPE RATIO STAPLES/YARD
<br />-
<br />N.T.5.al.iJ�.'TI
<br />00 5" 2:1 (H: V)> 1.2 STAPLES.12
<br />R"Id.-
<br />oaao R28 Prepared for.
<br />ffit@IH®L mtleY dxr Lwe d the .9oN d Yimew
<br />lle,
<br />�
<br />0 5" 2:1 - 1:1 1.7 STAPLES
<br />1 4'
<br />6PB
<br />]u1m Bender'
<br />2 4"
<br />08/23/17 43358
<br />4 fi" TAMP DIRT
<br />Rend om—a t Ld-!!E
<br />Date Ltaimaa N.
<br />5 5" OVER MAT/
<br />6 5" �� �� BLANKET
<br />7 5"
<br />SIDE OF POND CREEK SIDE OF POND
<br />///HOUSE
<br />OUTLET
<br />/
<br />GENERALELEVATION=902.0 r
<br />4 1
<br />1. 1
<br />STAPLE
<br />RIES �: " PATTERN
<br />..
<br />OVRLAP FLUE ABO
<br />E TE
<br />' WNR
<br />4CE
<br />10
<br />�2.0'
<br />OF
<br />` ,. SOUR
<br />COHESIVE SOIL
<br />LINER HENEATH
<br />OUTLET ELEVATION
<br />(IN WATER QUALITY
<br />PONDS ONLY)
<br />TYPICAL SLOPE!=,Lx _
<br />�L Z►111M�� L1GLL1� T 1Zan� S - NON -WOVEN GEOTEXTILE
<br />ISOMETRIC VIEW FILTER FABRIC UNDER
<br />NOTE; TYPICAL TREATMENT
<br />IO NG{ NNG
<br />1. SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.
<br />SLOPEMATS/BLANKETSSURFACE
<br />2 SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.
<br />3. MATS/BLANKETS SHALL HAVE 0000 SOIL CONTACT.
<br />4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE
<br />SOIL
<br />5. DO NOT STRETCH.
<br />PAST 6
<br />a
<br />TEMPORARY EROSION BLANKETS
<br />al
<br />POND GRADING DETAIL
<br />06 1.
<br />----dwood
<br />NO°d
<br />TURF REINFORCEMENT MATS FOR SLOPES
<br />GDat
<br />Roo E
<br />E -V PROmE
<br />RIREC � 0� ROW d! STPEET
<br />LOT BENCHING DETAIL
<br />NO SCALE
<br />Vftstwood
<br />Ph. n (952(93)-5159 7599ALs9Yam GENe
<br />Fax (9521937.51122 Eden Pealde, MN 55344
<br />WFns (3a91937-5150 wertwoodpa m
<br />Westwood Pmd iga Lai S-Ae.% I -
<br />Geta z
<br />ROAD
<br />0.5'
<br />o
<br />z -V SUBGRADE ELEV.
<br />r
<br />GEOTEXTLE FILTER AGGREGATE
<br />(MnDOT 3149.2H)
<br />4' PERF. PVC PIPE SDR 35
<br />GEOTEXTILE FABRIC -TYPE II
<br />(MnDOT 3733)
<br />PERFORA�UND�DRAIN DR
<br />INSTALL AT LOW POINT AS OIRECTFD BY THE INGNEER
<br />NOTE:
<br />DRAINTILE INSTALLED
<br />50e IN EACH DIRECTION
<br />FROM CATCH BASIN
<br />PERFORATED
<br />DRAIN TILE
<br />3.1 N,F
<br />65' HOUSE .PAD
<br />... _ __.____ -_ R.O.W q ROADWAY
<br />7' (MIN.) I 3' 40' 25' _3' 22 15' 1' 14'
<br />(VARIES) I ul FINISHED GRADE AFTER HOUSE
<br />I w FINISHED GRADE FOR PAD I
<br />I I
<br />0.67'
<br />-- -- — — — —I — — — - y— _ 0
<br />GARAG FLOOR EL. HOLD OSWN
<br />Call 48 Hours before digging:
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />.REE. GEN RAL
<br />601SUIT RE Eax 1 TTI ors x.T eE NII
<br />x E9x9T.XT X,o 1C xE T ax:�aE .T = : noW .T mE
<br />E.. .0 wsrRucnoxs el A--. TE . Em rg� nae 9lEEr, niT
<br />f N D £ OMPK1 pPE Y x uua x i T 6 qui xa
<br />RD.1 EffiE xM£ f r ituER¢XCY SRLLu Y WR S OXY E—)
<br />vXE�xe
<br />rywm sTaal EwxTJ
<br />TOP VIEW -TvwE ra.T
<br />� � �o so�.na orcr xc
<br />.-T P 'c
<br />X -1.4 XOEP
<br />TO TIE 0' RF
<br />Tex EXwY u TE PW: PIPE
<br />END NEW SIDE VIEW
<br />(NO SCALE) gyyEq ��roxsNTx
<br />FAIRCLOTH SKIMMER®DISCHARGE SYSTEM WITH OUTLET I11om1
<br />STRUCTURE
<br />R-O.W OL ROADWAY
<br />7' MIN. 3' 40' 1 25' 3' 22' 15' 14'
<br />(VARIES) - -- _
<br />FINISHED GRADE AFTER HOUSE
<br />ma 11
<br />FINISHED GRADE FOR PAD I I
<br />rn
<br />EL. OF GROUND 1D'
<br />AT WALKOUT 8.2'
<br />BELOW GARAGE SLAB GARAGE FLOOR EL HOLD GOWN
<br />UNLESS OTHERWISE _ _ _ UMIT$
<br />NOTED. __ ___ __ ____t
<br />----------------------------
<br />j-f;.-.D-TO
<br />___-_--
<br />3.00' TO SUBGRADE - ---- -- _
<br />0.5 TOPSOIL
<br />BASEM FLOOR %
<br />'- ---- ENGINEERED FILL=� —ENGINEERED FILL
<br />5'
<br />MATCH PROPOSED GROUND AT WALKOUT ELEVATION
<br />moi', SUITABLE BEARING SOIL (TYP.)
<br />��--ENGINEERED FILL
<br />'ABLE BEARING SOIL (TYP.) WaWout 0�
<br />N.T.S.
<br />65' HOUSE PAD _
<br />R.O.W q ROADWAY
<br />7' MIN. 3 40' 25' _ 3' _ II_ 22
<br />(VARIES) q i FINISHED GRADE AFTER HOUSE j
<br />EL OF GROUND1 FINISHED GRADE FOR PAD p
<br />AT LOOKOI/TAGE
<br />BELOW GAR5-0SLAB I I
<br />UNLESS OTHERWISE 10•
<br />NOTED. GARAGE FLOOR L1. HOLD DOWN
<br />— LIMITS
<br />v` ------ r- — — — ---- --_------------
<br />1.3.00' TO SUBGRADE
<br />a
<br />--- 15' ---------- 0.5' TOPSOIL`S
<br />BASEMENT FLOOR
<br />ENGINEERED FILL— ; —ENGINEERED FILL
<br />ENGINEERED FILL
<br />TT�� ,,.� SUITABLE BEARING SOIL (TYP.)
<br />BLE BEARING SOIL (TYP.) 10ok-V//��Yt kL.l.f�
<br />N.T.S.
<br />65' HOUSE PAD
<br />R.O.W T.ROADWAY
<br />7' (MIN.) 13" 40 25' 3' 1 22' 15' 1. 14'
<br />VARIES FINISHED GRADE AFTER HOUSE
<br />I w -FINISHED GRADE FOR PAD
<br />m I I
<br />0.67,
<br />GARAGE FLOOR EL HOLO (TOWN
<br />OMITS
<br />-00' TO SUBGRADE I,I
<br />BASEMENT FLOOR 0.5 TOPSOIL
<br />ENGINEERED FILL-
<br />-ENGINEERED FILL
<br />SUITABLE BEARING SOIL (TYP.) RaMbler (R`
<br />N.T.S. d
<br />a
<br />OP5 Adelaide LLC ADELAIDE
<br />1660 Highway 100 South, Suite 400 — L A N D I N G—
<br />SL Louis Park, MN 55416 Hugo, MN
<br />ENGINEERED FILL
<br />BEARING SOIL (TYP.)
<br />0006463 TF02.6wg
<br />net. 05/19/17 %eeB 14 OF 15
<br />DeteLL47
<br />X1.00' TO SUBGRADE
<br />_------------- _
<br />'
<br />0.5' TOPSOIL I �
<br />ENGINEERED FILL^�
<br />i�ENGINEERED FILL
<br />. —ENGINEERED FILL.
<br />SUITABLE BEARING SOIL (TYP.)
<br />Slab-On-Grade(may-y-LY,
<br />4 SUITABLE BEARING SOIL I—)
<br />N.T.5.al.iJ�.'TI
<br />� Q,eq me m,. p m = pepM q ee OF EMIO >aT
<br />alvei a penmen .ase mu 1 at , adr 9®Psa fONAi.
<br />R"Id.-
<br />oaao R28 Prepared for.
<br />ffit@IH®L mtleY dxr Lwe d the .9oN d Yimew
<br />lle,
<br />�
<br />LtT37U1/17 atY Canmeita
<br />09/]2/17 CITY pmmm.ntr
<br />6PB
<br />]u1m Bender'
<br />08/23/17 43358
<br />Rend om—a t Ld-!!E
<br />Date Ltaimaa N.
<br />Call 48 Hours before digging:
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />.REE. GEN RAL
<br />601SUIT RE Eax 1 TTI ors x.T eE NII
<br />x E9x9T.XT X,o 1C xE T ax:�aE .T = : noW .T mE
<br />E.. .0 wsrRucnoxs el A--. TE . Em rg� nae 9lEEr, niT
<br />f N D £ OMPK1 pPE Y x uua x i T 6 qui xa
<br />RD.1 EffiE xM£ f r ituER¢XCY SRLLu Y WR S OXY E—)
<br />vXE�xe
<br />rywm sTaal EwxTJ
<br />TOP VIEW -TvwE ra.T
<br />� � �o so�.na orcr xc
<br />.-T P 'c
<br />X -1.4 XOEP
<br />TO TIE 0' RF
<br />Tex EXwY u TE PW: PIPE
<br />END NEW SIDE VIEW
<br />(NO SCALE) gyyEq ��roxsNTx
<br />FAIRCLOTH SKIMMER®DISCHARGE SYSTEM WITH OUTLET I11om1
<br />STRUCTURE
<br />R-O.W OL ROADWAY
<br />7' MIN. 3' 40' 1 25' 3' 22' 15' 14'
<br />(VARIES) - -- _
<br />FINISHED GRADE AFTER HOUSE
<br />ma 11
<br />FINISHED GRADE FOR PAD I I
<br />rn
<br />EL. OF GROUND 1D'
<br />AT WALKOUT 8.2'
<br />BELOW GARAGE SLAB GARAGE FLOOR EL HOLD GOWN
<br />UNLESS OTHERWISE _ _ _ UMIT$
<br />NOTED. __ ___ __ ____t
<br />----------------------------
<br />j-f;.-.D-TO
<br />___-_--
<br />3.00' TO SUBGRADE - ---- -- _
<br />0.5 TOPSOIL
<br />BASEM FLOOR %
<br />'- ---- ENGINEERED FILL=� —ENGINEERED FILL
<br />5'
<br />MATCH PROPOSED GROUND AT WALKOUT ELEVATION
<br />moi', SUITABLE BEARING SOIL (TYP.)
<br />��--ENGINEERED FILL
<br />'ABLE BEARING SOIL (TYP.) WaWout 0�
<br />N.T.S.
<br />65' HOUSE PAD _
<br />R.O.W q ROADWAY
<br />7' MIN. 3 40' 25' _ 3' _ II_ 22
<br />(VARIES) q i FINISHED GRADE AFTER HOUSE j
<br />EL OF GROUND1 FINISHED GRADE FOR PAD p
<br />AT LOOKOI/TAGE
<br />BELOW GAR5-0SLAB I I
<br />UNLESS OTHERWISE 10•
<br />NOTED. GARAGE FLOOR L1. HOLD DOWN
<br />— LIMITS
<br />v` ------ r- — — — ---- --_------------
<br />1.3.00' TO SUBGRADE
<br />a
<br />--- 15' ---------- 0.5' TOPSOIL`S
<br />BASEMENT FLOOR
<br />ENGINEERED FILL— ; —ENGINEERED FILL
<br />ENGINEERED FILL
<br />TT�� ,,.� SUITABLE BEARING SOIL (TYP.)
<br />BLE BEARING SOIL (TYP.) 10ok-V//��Yt kL.l.f�
<br />N.T.S.
<br />65' HOUSE PAD
<br />R.O.W T.ROADWAY
<br />7' (MIN.) 13" 40 25' 3' 1 22' 15' 1. 14'
<br />VARIES FINISHED GRADE AFTER HOUSE
<br />I w -FINISHED GRADE FOR PAD
<br />m I I
<br />0.67,
<br />GARAGE FLOOR EL HOLO (TOWN
<br />OMITS
<br />-00' TO SUBGRADE I,I
<br />BASEMENT FLOOR 0.5 TOPSOIL
<br />ENGINEERED FILL-
<br />-ENGINEERED FILL
<br />SUITABLE BEARING SOIL (TYP.) RaMbler (R`
<br />N.T.S. d
<br />a
<br />OP5 Adelaide LLC ADELAIDE
<br />1660 Highway 100 South, Suite 400 — L A N D I N G—
<br />SL Louis Park, MN 55416 Hugo, MN
<br />ENGINEERED FILL
<br />BEARING SOIL (TYP.)
<br />0006463 TF02.6wg
<br />net. 05/19/17 %eeB 14 OF 15
<br />DeteLL47
<br />
|