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GRADING NOTES:
<br /> GRADING LEGEND: An "rsc�WDaSLOPE AWAY FROM PROPOSED BuwlNcs Al
<br /> MINIMUM GRACE SWAIB SHALL HAVE A MINIMUM SLOPE OF
<br /> 20P
<br /> PFRONT SOAAu oANTCR.�RON(AT DOOR)II �d � NAA�EW�FTMBRSAND
<br /> PREVENT f_ T�KIOF
<br /> SIMS
<br /> REQUIREMENTS OF E CRY AND WATERSHED
<br /> 3.NOTIFY GOPHER STATE ONE CALL AT cBpOJ bmUof CONSTRUCTOR. PRIOR TO
<br /> A L L I A N T
<br /> 33 MarGuene Avenue•ONEMAT WOVE SuaelooL`L IMPS ENTS TO CONFORM WTCOY OF GRGOCONSLnON DETAL,
<br /> —•x— PROPOSED CONTOUR -. M nneapDl's MN 55402
<br /> •13N uttw PROPOSED SPOT EtEVAnpI REFER TO GEOELIOICAL REPORT AND PROJECT MMUN-FOR SOIL CORRECTION 612.758.3080
<br /> ■T(♦ PROPOSED GATOR BASIX$ REOMREYENS AND TESTING REOUNRf11ElJfS.
<br /> (PUBLIC A.O.W.) S. MP TOPSOIL PRIOR TO ANY CONSTRUCDON REUSE STOCKPILE ON SITE "I"^"�I'ant-nacom
<br /> STOCKPILE PERIMETERS MUST BE PROTECTED WTI SILT FENCE.
<br /> > PROPOSED STORY SEWER
<br /> T STARING CONSTRUCTOR.E CONTRACTOR STALL BE RESPOISeE
<br /> DavidSROPOSED EASEMENT
<br /> TO AINtD SURE ALL R0DURED PERMITS tAO APPROVALS NAVE BEENPROPERTY UNE 0 CONSTRUCTION
<br /> OR FABRICATION SINU.BEGIN UNTIL THE
<br /> CONTRACTO— — — SETBACK UNE .nAIPy ry .o• DOCUMENTS APPROVED Eff AU.OF E PERMRRNG AUTHORITIES.
<br /> HAS RECENED AND THOROUGHLY REVIEWED ALL PUNS AND On,ER WQ IQyF
<br /> LOT UNE Y�<�Y• _ Homes
<br /> RIGHT-OF-WAY PPR V •- - - 0 CMMEOMTELY FOLL*0 GADMC DF(k,OR GREATER SIDE SLOPES AND
<br /> Tx tsp TOP Of WALL WALLLN OTUA �—V+• B FIBER -
<br /> ••I+N\ BOTTOM OF ELEVATION } 1 JO I DRAINAGE SHALES.WOOD BEANKOR OTHER APPROVED DOLL STAB LPING
<br /> DIRECTOR Of CRARMOE/AOPE 'wt.' '59. -_• • `p11. �RP MINTUR AND(APPAVFO I BOF ST T) 9E APPLIED WDf APPROVED SEED
<br /> _ 1D20 - MM'NRE AND A EED BY OF S'TOPSGL
<br /> 1822=1021 5 A. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING UNSI RITA 6
<br /> 09COx.T OIFNROW RavnxG ,SS R i SUBCONMACIGS ro VERIFY RPM REWIREMOOS f
<br /> 0 REQUIRED DURING CONSTRUCTER,CONTRACTOR SHOULD CONSULT WRN EROVEN
<br /> CONTROL INSPECTOR AND ENGINEER TO OCTpMNE APPROPNMT£NERCO.
<br /> +• �• 10.REFER TO STORMWATER POLLUTION PREVENTION RAN(SWPPM FOR o EROSION
<br /> fit. s �y BUT 02 w51100IMROL DEUCE LOCATGJ,DESCRIPTIONS.NOTES AND
<br /> �p1A S RE•Ip24.fi INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS
<br /> 1 ,,APP.:.
<br /> � `CK 1 2 3 4 11.s�MAY PLANSNG R O MO IN DE*MUG LEADING SOEWA ro FRONT OF UNITS.REAL J
<br /> ry ? 9 O„.L OFE 1024.8 TRM9TIQ!FROM uLCuunoNS. MONDE DETAILS ON smEwAuts REQUIRING STEPS.SEE
<br /> °`9 1 }^ SLCPE FULL TO ZERO.CROSS F
<br /> 4�`,O} �1A.1445111102M.''"
<br /> �E'EIIE ',11 1 L/ c,DJ RETAINING WALL NOTES: to�� - 1A} id!v „ � P,rJ .,pRETAINING WALL MASS GHPDING PREPARATION`-� U O•(- OO ..` F� kA/ p ppINT I. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT AOT SLOPE (f
<br /> V 0,, , Zc GRORN pF _ WITH BASE OF SLOPE AT PROPOSED WALL FACE Z
<br /> j -•Ade RP-' L-`S*`�0 S • --.6 r.. ROAD 15 ZERO.�_
<br /> -`/ J 3 2. THE RETNNING WALL SLOPE MEAS ARE TO BE MAINTAINED UNTIL Z
<br /> �`,/ `A} 1 �� i $ � Q RRETAINING WALL EMEDIED AND RESTORED.
<br /> OCCURS ANY EROSION SHALL BE N
<br /> l� -f1� i '' `fib I Il.'' O N
<br /> EF102J.IDM `. s s./� ®`'�/ 1 i of !rN� I OID (�„) 3. BULGING PERMITS ME REQUIRED FOR ALL RUNNING WALLS 4 FEET
<br /> \ � M1} � 1N I Q S HEIGHTUCTUR OR GREATER AND TILE WALLS SHALL BE DESIGNED BY A
<br /> FUU_ 3OW ROSS ^l J �1
<br /> STRUCTURAL ENGINEER WIM DESIGN FEVIEWED AND APPROVED BY
<br /> E'O- - R NLL 01t CRO55 W. J m THE CRY PRIOR TO INSTALLATION. ANY QUESTIONS REGARDING THE cc 5
<br /> OIJ a
<br /> O •�'. `` �� C(-�. �` / j r 30PE 10 2EA0 �� Op, G'M02 4 NSIECTOR.ERMIIS SHALL BE DIRECTED TO THE CRY BUILDING j (yJ
<br /> o^ `\ \I f .V.�A � SJ p.',
<br /> A `t1p22. eJ I 0I
<br /> ,{o'- 1. INSTALL SAFELY RAILING ATOP ALL WALLS WHERE REQUIRED BY CODE. CL a
<br /> �(Y \ ,p4}' -l*� ��ISI, J� >.+ v I 1 n n 'Ar I Z
<br /> STEP CALCULATIONS FDR 4 jpza r l �� / I o o •
<br /> O pi
<br /> II\�I 1• EllI CCDMM FT DANDATHAT LL�� T Z Z
<br /> ,'r %� OUTLOTC \ L 7! Ii 1■ J ;4 6 GN MO CDN _
<br /> BY/10165 �' i'. �' A�1 / 1• I♦' I 1RETAINING WALLS REQUIRING ENGINEERING ME TO BE FINAL DESIGNED Z Z
<br /> •
<br /> �I
<br /> �. .• .4 AND PERMITTED BY OTHERS. Z J 0
<br /> • Tw 10Y6e < 1 A R ■ 1 C O W Q
<br /> Bw Tme.4• . _ /I9��:: 'Ni,_, 0,-___..-p. fi ++��-4..-„,2•
<br /> o �- °J''''''''&4',4,-
<br /> S PAD BOOTH O o a (�7
<br /> •
<br /> TW 101&8 1liw .flr�7 7 '=-=-= . < zJ
<br /> BY/Im7.7. •..�L O g I�/5 11 '!. �717"�7!44 I 4�F4 swn- hereby F Mal KM plan.
<br /> 6W,,01R• 1 ter' -NSI BLOCK: 8L• K7 BL• K6 IN o-bA TD _ n`PWIlealleft.er'pert woe
<br /> °n°n i°'rwiper”" ""
<br /> • EXISTING POND
<br /> II IFNI EAR 10 .5 1B REAR 102x8 }} REAR 1023.8 c $•� ( FI duly UL'"M 'A'tunder
<br /> • NwLR.11000.Dx _iM1•!4 N .. 1 2 3 4 5 111 2 •3 1 2 3 4 'H'- i PO'aN2 ;:::::%:.' .-N.p '°� YlwJmrA slw.a
<br /> (PER DESIGN PIAN BW IOID.O •��1�11 CAPE 10 .I CFE 102 MARK RAleC0.A[
<br /> •
<br /> • BR,me i ry (+I) (+) CFE 1020 5 K. i
<br /> • Bw 101;'O 1i+li.—■.E:�---��; ( ,FiiiN ilEahNEHEN n ZiiinilEilliE�IN�Ey; q5iilEry111751E1114'4•l ei we `.r-- i -�. QUALITY ASSURANCE/CONTROL
<br /> �r�: .,, 1015 \' IL•aii.II%M11011111yii$1��"4"4.11, �MINUM ti lUIIM:i.1151I1I19 0 1 /
<br /> TE ISSUE
<br /> • ].5X8•_26 SF OF LRM LTRATION BASIN ` i,,'T'UT * 1022 OT / \ R
<br /> oUTLOT D\tet 29Tc p5a c + "P ---1-ROADS •4.00 "A°I *' f \ � *ON
<br /> � 02p .. — 1022 — �...rr,6� • .�/ 1 - ,
<br /> __ SLAB ON GRADE �Ar.• :
<br /> 1020 '1OneT nmr TOME
<br /> --,..100'. pL. _.-. -- - 1020 w wo°�vr
<br /> G cG:p1'•
<br /> EG_,OlY... 0,,0T ` ` _A 02T —I — HOLD DOWN DETAILS
<br /> • BW 1020.0
<br /> N
<br /> • AW 106. 0a 4 Ims.a
<br /> PROJECT TLAY DATA
<br /> WAYZATA BLVD.WEST (COUNTY HIGHWAY NO.112) _ 'r)) �,` o M^
<br /> P\,\ S R.WN: RS
<br /> (PUBLIC Raw) o t1— - PROJECT Na x:D-D,DI
<br /> D Is 30 BD
<br /> •
<br /> SCA® 5
<br /> •
<br /> SNOT 5 w 15
<br />
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