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<br /> ( TOTAL ENRON°W.V.%AREA=39.390 SF 1
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<br /> NOR IOSIM.NAIv • .IOW I •i,y�! ``�" �`/I TOTAL PROPOSED MINNOW AREA=29,9BDSF IS
<br /> 1
<br /> NSl SYDBMIVMIS INMeN Pe � r�I • AAir
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<br /> IMF 101WSIMMMM �/ � // �' /
<br /> /j1�/ G�/I ALL PAPERNOUS AREA IS REDEVELOPED
<br /> ' /' ��'�• / ♦ �.'_/// WATER GUMOY VIXW.4=0B-RI OFF PROPOSED IMPERVIOUS SURFACING
<br /> F e:E•i'a: MAIDNli�.Ow•.+ ��'• '���,/' / s �%
<br /> ICB NVF853470�® INV=843) =� 1 '1 ` ye %" � , M ti �/� .
<br /> �. / vrw BT1IM Ibu S _ !� RAW QAADfN el(R411 GlGUlA1gJ0
<br /> (• • u 'ram [b INSULATE BETWEEN DIVING 4 �v / Sjoquist Architects,Inc
<br /> '�. �I�//./.� 1M '• DSy/ �3� /' WAI�aNMAMOMD11aFORRA ��� I ', A I{� ♦ TOTAL REDEVELOPED IMPERVIOUS AREA=).tSO SF ]BOO Vermin A mew SE,Seim 100
<br /> �• - TNN = SEWER AS REWIRED BY CITY 1 �, 7J,��•, REQUITED INFILTRATION VOl11ME•12505FXDB-IN•IBI Cf
<br /> 859 ( / .:x en w:/a 959 6 { / `v�i' % •N.41 ♦• Miner ,pir,Aliments SSFu
<br /> �/ _ CONNECT TO DOING �` `(F'r AREA OfwCONTOUR(BASIN BOnOM1.610SF 612 379.9133 FAY 61237rJ 970.3
<br /> CB FL=8572 860 j� •L• LL /�i I •w� � oil
<br /> 89951N �{a / f Q` AREA OFw IS CONTOUR IBAtN OVERfIOWI.1.2]6 SF /mP://em jdpin rwl
<br /> D. / IOr OF qeM ///,' IFELD VERIFY) ,f .lf
<br /> �' 1` 4, FRONDED INFLLiRATION VOLUME(AVERAGE END AREA MEIHOq
<br /> INV=8530 �� r ; , �{ �� % / '•
<br /> M:.-I / U61DSF•I2)66Fl/2)•O7SFl=707 CF f SCHULTZ ENGINEERING
<br /> �y��A/ r, !r / I N "�• �7 CB FL=853.3 �i q ' A SITE DESIGN
<br /> g8 rL=8571 !�1T` Rt A�.t• '1��� 'lie'1 eJa i; INV=8499 ��� �' UNDFRLYNGSOYSPOORL BE YGRACEDMTERRAI
<br /> \`L XS9C .. UNDERMAPOR EO SOIL&POORLY
<br /> LGRADED SANDS RAIN GARDEN AREA AND IB SOUFX RIVERSIDE AVENUE
<br /> 230
<br /> INV=8531 / ��' if
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<br /> /r'; aDY . �� $AN MY RiK=pyVl • / ROUIEINFBraA1MG5IDRMwAr9iTO 11NDRFLYwG DNNNnE1 SUREN5
<br /> ��/ •}••'-'. SARTEII.MN 56]77
<br /> // ASSUMED GROUNDWATER ELEVATION:BELOW 84000 PH:(320)339.0669
<br /> ,: 'r ��//, , / // i Fr • WI ` ,/ INV-8455 �'.� _`�.♦ / /! (BASED ON II/16/12 GEOIECHNICAL REFOREST CHOSEN VALLEY TESTING KNIT) NE(166)633-1830
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<br /> i/ �•A ' l]R ` �' IIFpVF p1rNO CONVEif ��,� ASSUMED NERVATION RATE 0 B01N/HIT
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<br /> /1�\� +l DAD D MAIOAUMTN40F INiURA1gN•b HRSOAW IhercGy certify IMP MD plan.
<br /> f ( ' `/'l S' riN ACE MICKON EOM W f0 . - - •, specRlcalon or report was prepared
<br /> /////�/` /'��1t.- ` / reE OSNeLLUCONOaDHt WeH DESIGN LIME OF OF INfILIRArION=91N 1075Fl1/DSO IN/HIT=II HRIShW by me or under my dlrecl supervlslon
<br /> 111 _r �� /��/���' CCP6PRN ARM
<br /> DOTING
<br /> NEW IASSumNG FULL SISTEMI°BASIN OMIT] and lh al lam a duly lrcemed
<br /> Y!' G ��„ i ,, IOWu AaMik»1NG DRAINAGE AREA LAYOUT Impute,under the laws of'he slate
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<br /> • �,• Wi R1RG31 CALATIONSRATIONS Alli / / NGnld.WAY1 NEGUIMwIN REDEVELOPED
<br /> VolwplE��s.)9lFsf xo&x=1 2('F OIR6(]aF7 43129
<br /> lICEN
<br /> .•.! yY / A. TOTAL REDEVELOPED UMERVIOUS AREA=).SNSf OAR UCWY NO.
<br /> b�! AJ r� w / f , REQURED INFNRAIION VOLUME=7•540 SF X08-IN•=E
<br /> ./. ILyOM(' ��.4'•l •Lr `�,it ' S/ / AREA OF B615 CONTOUR IBASN BOTOM=1.022 SF AREA Of 1565CONTOUR IBASM BOROAy=ISBSG R11'Yb111
<br /> / ff(.Ya SO / AREA OF 86225 CONTOUR'RAPT OVERFLOW=L624 SF AREA OF S57)S CONTOUR(BASN OVERFLOW CATCH BASIN'.1.350 SF
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<br /> J • , / �,/ w I , OYS NOR RAMIE P.600SeJATERAN PROVOEOINFRTRATON VOLUME IAVFRAGF ENDAREA MFIHO01 FRONDED INFILTRATION VOLUME(AVERAGE END AREA METHOD) Ad11B'p0
<br /> - / y (( •f•: l.•�•. 1L1{'Al * D ILSV GARDEN BOTTOMS SHALL BE PERFORATED PROVI3i.16LTRATO21'P)SE(AERCF IN365F•1.3'A6N/21.12SA=1.130 CF
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<br /> Y� Owrif •� \_ E%/ /((Si-./, y BOTTOMS
<br /> PLACED NON-PE RAINGMOp
<br /> 1 BOTOM$SHALL BE NON-PERFORATED. UNDERLYING SOILS:POORLY GRADED SANDS pP) UNOEAlriNG 40I5:POORLY GRADEOSANDS DPI
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<br /> / / ��;>:''V`4\ •• • ` / (IMPORTED ISP)SANDS WILL BE PLACED MTHE RAIN GARDEN AREA AND (NIPONEDTRP SANDSWFl BEPACED"A
<br /> THE RAG 0R GARDEN AREA AND
<br /> 1♦/ ROUE INFILTRATING STORM WATER TO UNDFRLYNG DRANRIFI RONEINfFraAlNO510RMWMER 101M0ERLYNG ORAMIAE'
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<br /> V ♦ ASSUMED GROUNDWATER E HNICAN:BELOW B/O W
<br /> �IYOrwEO 1��� ` ,?,� / / / ! �I • 4!' ' 'BASED
<br /> ON
<br /> GERELEVATION:BELOW REPORT
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<br /> IWOND 1.,R•., j� A ti' i ,N. / A /'y4MlR1 'BASED ON II/16/12GEO1ECHNICAI REPORT BY CHOSEN VALLEY DOTING ICVB) (BASED ON II/I6/I2 GEOTCHNN:AI REPORT BY CHOSEN VALLEY TESTING(PDT
<br /> / � nI 1 m• • f' ,�`, \:f�`�' Tf � .'fj• ��/,� IIIII p. .F AAUMED NXLTRARON RATE OBO W/HIT ,7
<br /> \ 5 ,., \„! , - / / ASSIR)EDINfIITRATONRATE0801N/HIT (BASED ON MNSTORMY/ATERMANUAL' 1....0
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<br /> w `...5 +1� OH1GNTNIEOFOFINFRTRATKJN=151N 11.25rR/080 THRILL=le HRS.45 MN Adsk Project/ //) N.N•A• Ve 7,4\\� �l; L}1'`S M` / R ~ 1 DESIGN TAME O{Of WFlLIRATX)N=9N(O)SFl)/OBO"in' II HITS.ISMN I•d Maim.
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<br /> AM a1 C NI ',Y RAIN GARDEN ELEVATIONS
<br /> CYI TIM MK 1oPSRAN • • / w/2'TI I'd Ia r/O RAIN DRAINBIE SANG OASM DYER710W VILLAGE
<br /> •wn ?.-...,..-/- Nw Mv. .� / le » rwmin O
<br /> I GARDEN INVERT BOTTOM BOTOM
<br /> _, ••i NSIYAMYMY• - ►�j /:' /'� Bnn.r; 1L -f Fu.r'�Y (�4 • / '� RGI MVP 65950 86200 M275 ORTHODONTICS
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<br /> RG2 BSB 50 85200 MEW 86225
<br /> S :: Ex6TMG / - -. ¢ h ;I ORG3 85350 B DD 115650 B5675-
<br /> GsGs 50 PAVEAENf I fir I� ONLY RG3 W0.l HAVEACATCN BATED OVERFLOW OUILEL RGI AND
<br /> N •/ • rI 6 RG2 WILL SURFACE OVERFLOW
<br /> l:1'S /. B'I'NNOTE SEE PLAN FOR
<br /> 91 � � bbfpj\/ i -.79 / CIA CuI IOGRDNI 'RG3 EMERGENCY OVEAROW BERM=85B 40 ovTlRow\ '1'{/ �/ �/-" ,CUe1.. •i'• %��, ANO ELEVATIONSGRAZEIR11TRPOFBERMf f01 W/TA � .E MNDOT 3)33TYPEl Fl1ER
<br /> RAIN G •
<br /> BASIN BOTTOM INED W/ IIRG2v/ ` �, ` � ;� � 5 - 'LIEN NOTES: ADJAgNIFABRICOVERLYINGb � � OIIIIIMw.6'TBS CLEAN SAND/ GRISHED ROCK/DRNNREfltROW./ 12 •w b ti OVTEe30A COMP06TMIX3 EMELLGENCY
<br /> AAH S`� / _ ERFLOW'
<br /> D 5' ).` .+ • •} 1 COMIR Os1EQYeMIM PAN NOT BE DRIVEN ACROSS RAW GARDEN CLEAN SAND -TI
<br /> '•�• irp ♦. A•FAa GARDEN AW34WIYOCAVA1lOwMA1AC[IDESGIONIO I LI 1!- I=L-f1 (<sA PASSING .-_.• II=iI-11=11�1F=1
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<br /> / �•6 • 1I 1t liu II h lC-II-II}tioT=II-
<br /> J /u 7 P /" / ) • CONSTRUCTION SHALL
<br /> II ADJACENT PARKING AREAS AND SN XNGS THE - 11 II-1 •,ll•i11.Us 1 I IIIj1011 -11=111=11
<br /> \� I U /� " p'1(+y'1 PVii
<br /> AN GARDEN AREAS SHALL BE KMCROMEAn.N[AND SEDIMENT "• = L..•�.. ellsVIIIIW-laj
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<br /> •C RAN.
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<br /> ].IHk BOTTOM OF IHt �I.SSHALLOE SCARIFIED S / / , /�° OF 24 INCHES YMH THE USE OF • 1ATE EQUIPMENT(TILLER RIPPER ETC I. SAND • =II RI OMFrrR
<br /> ...11- u
<br /> .6 AFTER SCARIFICATION.THE d•• IsleMI BE LINED W'PH AMINIMUM OF 6aNCFES OF �TcTi•,�;'3 • I
<br /> se
<br /> OO'W JI C / A]ORCLEAN SANS/J3[CO •fµ%,W'H CHSHALL BE PLACED AS LOOSELY ASE.
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<br /> 7 q POSSIBLE 11',!11-ir/611TI�IT'-'irgilKII-I'-I. 'll-
<br /> _ ¢EN• 7 11-•11-�II,1 r±.11=11.11=11=1i111-11=,11:=11=11=
<br /> Dy n0 ` I ! / \ a.ONCE THE INFILTRATION MU ARE COMPLETED AND ME IRE HAS BEEN STAMPED.
<br /> V yI / ' a THE CONTRACTOR SHALL AM OF AND PAY FOR 1E31NG THE INFILTRATION BE RATES SBIOM YAMS NO.NYRFOBANBSECET11
<br /> 1�." \� ^ OF THE BOTTOMS OF THE M -Ile isrissmiISNM1 KSMrirm iv WI •.sot OF BASH SECTION I6' $30 COUNTY ROAD D WEST
<br /> 2 adwaY iD rs� ®: r CRY AND THE ENGINEER DRAIMLLE UNLESS NOTED
<br /> V V PERFORMED INr-rE OTMERW6q
<br /> �� I \ NBIOIMOlDwrvr NEW BRIGHTON,
<br /> _ ` ., �4 4 5 FINAL STABN)AIION OF ME• MAIDNIASM SHALL NOT BE COMPLETED MIL THE WASHED CRUSHED ROCK
<br /> 57.86 •I 1 7PS14F/U1(MNI Gf ANAa W BEEN STAB zED N6OW w0.INNIII
<br /> NOTE INSTALL CLEANOUR
<br /> 9"38'00'E /BV / �� N ALONG ORMNnE EVERY 100T MBdNESOTA
<br /> TNH =
<br /> t ID b� pe. WATER MAIN e •J . �4 O INFILTRATION BASIN(ADJACENT TO CURB)
<br /> 1 NTS
<br /> , •
<br /> WA1 MAINN//�'B / NESNM.14990A • •
<br /> 1 0MX WIN
<br /> C��/•1{ �f' ROAD D 330.00 RICE ED THICKENED
<br /> NEON.
<br /> NOVC-1D - ,• •.
<br /> LGKSREE TWCKENED __ • „cr..
<br /> _ EDGESDMALK/CURB '
<br /> 1/4 `S_ line of the SE. 1/4 of the SW. 1/4 / •i'�:%e
<br /> S. 1/4 cor. of FDAj�F•" �'
<br /> •
<br /> FACEOWALKI URB i'••
<br /> of Sec. 32, T. 30, R. 23 Sec. 32, T. 30, R, 23 ED
<br /> EDCESDMALK/culB ,;i•4�!•� SCALE:'"-30'
<br /> GRADING NOTES: 1)1 ,�;`•� w cT 0 w
<br /> 1 CONTRACTOR SHALL VERITY ALL RESTING CONDRIONS INCLUDING LOCATIONS,AND RIM S IF REQUIRED BY THE MNNESOTA DEPARTMENT OF LABOR AND INDUSTRY.THE 10 SPOT ELEVATIONS ARE FLOW LSE AND/OR FINISHED GRADES.UNLESS OTHERWISE �!. • •,••e•••••B'^- ••
<br /> NORGRACTO FORESREPARIN EARTHWORK IN DER TO RECEIVE
<br /> CEIVE THE CADO F ES Q , A H-
<br /> AND GRADING PLAN
<br /> AND DESINVERTOF ELEVATIONS.OF NITRY.WATRRA DST AND SEAEIS STUBS.
<br /> ANDEXOTLOCATDN OWNER ORCONTRACTOR TORM LL SEWER
<br /> IL NGFERMI PRIOR TO THE ELEVATION
<br /> ONCURB EPLANSD NLESS A.ABOVE OTTER OK LNESPOT TO HE CONTRACTOR
<br /> FOR PREPARING BIDSA OIOHARWLSS AGREEMENT
<br /> PROVIDED
<br /> RO ID
<br /> SREOFIXSTWGSANITARY.WATER.ANDSTORMSMFR SLABS.ANOE%6TING INSTALLATIONOFANY STORMSMER UTILITIES ELEVATION SHOWNON THE PLANS.UNLESS NOTED OTHERWISE THECHUTE TO SIGMA AND AGREE TOPAY A 0 PROCESSING
<br /> OIA06LW1AlaOY11Y!® BY THE
<br /> ENGINEERING S SITEEASD AND AGREE O TAEC ECPROCBSING
<br /> d IHECONTEACTOR SHALL CONTACT GOPHER ONE CALL ATlm0125211d6 FOR A 11 WINNOW OYIIIDa101 N11rA110W FEE THECADOFILES WILL BE RELEASED UPONRECERi OF THE CHECK
<br /> 2 POSTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL UTERI LOCATE PRIOR TO THE START OF CONSTRUCTION AND VEREY LOCATIONS OF ' •` ;
<br /> SURVEYPROV0ED BYSJOOUST ARCHITECTS AND COMPLETED BY HEDLUND PLANNING UTILITIES BEFORE BEIRINWG WORK 12 ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER UNLESS NOTED
<br /> ENGINEERING SURVEYING.EAGAN.MN, OTHERWISE PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITNE DRAINAGE
<br /> 3 BENCHMARKS: )sic row C)M.$1M0A1 10 w1A1a TOWARDS CATCH BASINS AND/OR OUTLETS THE CONTRACTOR SHALL BE s.4. , ®�1
<br /> RESPO NSILE TO PROVIDE THE REQUITED ELEVATIONS WHICH WILL PROMOTE
<br /> -TOP NUT OF HYDRANT LOCATED JUST EAST OF NE CORNER OTTER ELEV=6566 POSRIVE ORAINAGETXROUGHOUI THE PROJECT SRE CN/ 4 C
<br /> 101 1
<br /> B FIN6HED ELEVATIONS OFIAWGREEN AREAS ADJACENT TO BUIIDNGS SHALL BE
<br /> -TOP NUT OF HYDRANT LOCATED AT NE CORNER OF COUNTY ROAD D AND OLD Iy
<br /> HIGHWAY 8 INTERSECTION ELEV=BIN] AMNMSIOIfgOW(NYBDAORQB IOfdIIIOCABEYAIRIN SIDEWALK DRAIN _
<br /> 1 NOTIFY ENGINEER VMEDIATELY IF ANYINCON56TEE WARE g5COVERI BETWEEN 9 CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES, NIs e
<br /> ACTUAL SITE CON DLIONS AND WHAT 65HOWN ON THE PLANS WHICH ARE CONTRACTORS BD SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY
<br /> SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. THE CONTRACTOR
<br />
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