HomeMy WebLinkAbout17158 Adelmann Survey OS
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Vicinity ~a~)
Section 12, Township 114, Range 22
No Scote
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CB 1
All services to extend to a point 5' from proposed building.
Verify all service locations and inverts with mechanical engineer
before construction.
All watermain to have a mInimum of 7.5' of cover.
Connect to existing 0 water service.
Construct Monitoring MH over existing f) sanitary sewer
service. Field verify invert elevation and contact Engineer.
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UTILI1Y NOTES
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\\ \)-~ /,/ EXISTING NURP POND ,/'
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GRADING NOTES
m -- All elevations shown are. to final surfaces. ._,_
III - Contractor/Owner is re~ponsible for obtaining a National Pollutan-t
Discharge Elimination System (NPDES) General Storm Water Permit
for Construction Activity before construction begins.
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EROSION CON I t<OL NOTES
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<D - Contractor is responsible for all notifications
@ - All erosion control measures shown shall be
until all areas disturbed have been restored.
Q) - Sweep paved public streets as necessary where construction sediment has been deposited.
@ - Each area disturbed by construction sholl be restored per the specifications within two weeks
of substantial completion of grading in that area.
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and inspections required by General Storm Water Permit.
installed prior to grading operations and maintained
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CONTROL DEVICE OPERATION SCHEDULE
INSTALLATION
REMOVAL
ITEM
SILT FENCE
At- II:.I'( TRIBUTARY DRAINAGE AREA
HAS BEEN RESTORED
WHEN PARKING LOT PAVING
OPERATIONS BEGIN
WHEN TRIBUTARY AREA IS PAVED
PRIOR TO ANY CON~, t<UCTlON
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ROCK ENTRANCE
PART OF INITIAL GRADING
INLET PROTECTION
SAME DAY ~,t<UCTURE
IS CON~, t<UCTED
NOTES:
f. 8NfS . PlATES ME HOT-ROlLED ~Iul
2. eMS. PlATES . PIPE ME FINISHED wrTH
TWO CG\TS OF' AlUUIHUU PAINT.
3. BOllS ARE GALVANIZED
.. PROW)[ CAP (H) AT eu"uM OF' TRASH
GtMRO TO ItUDW DEBRIS TO PASS THROUGH
~GAPSHAU.9E:
Size OF PIPE H
1:l. I U 1ti~ 4'
21. TO 42" 6"
4S. TO 12" 12"
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NOTE: r MIN. THtCKr,c.>.:) REQUIRED
ON ENTIRE APRON.
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'ALL GUARDS TO HAVE (1) CROSS BAR.
eo- AND UP TO HAVE (2) BARs
EQUAlLY SPACED
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BOLTj
HOLE
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Minnnesota DI\JR
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TYPICAL ENTRANCE FOR
MULTI-FAMILY COMMERCIAL AND INDUSTRIAL *
PROPERTIES AND RESIDENTAL** AREAS
WITH SIDEWALK.
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HOT DIP GALVANIZED PER MnIOOT 3392 OR ASTM-A153
CATCH BASIN/MANHOL:: SCHEDULE
~, ~UCTURE NO. BARREL SIZE NEENAH CASTING NO.
CS 1 48" R-3067V
CS 2 24- X Jet' R-.3067V
MH 101 48" R-1642B
1. .JHERE t€V JRIVEVAYS ARE TO BE ADDED ACROSS EXISTING CLG,
REMOVE EXISTING CURB AND GUTTER AND REPDUR INTEGRAL \11TH
THE CONCRETE ENTRANCE.
2. CDNCKt. I t. APRON SIW..l BE REQUIRED FlR ALL COMMERCIAL AND
INDUSTRIAL ENTRANCES AND APARTMENTS OF' MORE THAN 4 UNITS.
3. CONCRETE APRON SHAll. BE REQUIKt.U F1JR RESJDENTAL ENTRANCES
AD.JACEHT TO SIDE\lALK.
x 995.50
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BAR SIZES
STANDARD DESIGN
PIPE HOlE DiAl BOLT BAR
SIZE REQ'Of DIA SIZE
~ 1;.(' ~ l4". JW, Mr . Mi' ~
::) 27" - 48"! 7/8"' 3/4. 314. ::)
~ b4~~W~ 11/S' . l' ~ .," ~
G 'il," ~ ;.!~" J/4' , bitt. 'bitt" ::c
a: -'b ~::l!l' IItJ" , .:iI4. , .:iI4' ~
~ 65"~SS"' 1118" '1" '1" ~
BOL T LG. = PIPE WAlL THK. + 2 1/2"
1
980-
HEAVY DESIGN
HOLE DIA. BOlT
REQ'D CIA.
3/4" 5IS"
11S" j3l4"
1 1/S" 1"
3/4" 5IS"
1113' , Jl4"
1 1/8"' , 1"
C PIPE
SIZE
1:Z- ~ 18"' ~
21'.4S" .
54" . 90" .
2T J
:lY~ - tJY' ,
as- . 88"' ,
.. REQUIRED MIX DESIGNA IIU'" IS 31\32.
BAR
SIZE
3/4"
~ 1"
. 1 1/4.
3/4"
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, 1 1/4"
~ r l.5" CLEAR ROCK
t... .. 10' ~ a; C-
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SPECIFICA TIONS
GENERAL
A. 8eIore c:onaiructIon fM91ne. the Coni "'lor wfI contact 01 utJIfty campaul... both public and private and heM tMm Ioccrt8 ell utfIftMe wftIIIn h c:onaiructIon
Ifmlta.
8. The eon: . .1. ' .. 1M r..on~ for amJnglng GI rwquhd II....l_ IIflfI the geMmIng authorfIy that ... PWetfon CMr the wort that ,. lo 1M
perfom~.
C. The c.., .t, ..lor IhaI Itoy wIWn the c:onaiructIon IImItt un_ GppRMd othtnrfM by the Owner ond ot' EngIneer. ConItructIon ITmIte en an,. by the
~ boundary ...... Ihown dfrrnnt on the plan.
D. The Contractor IItoII be r'IIpOnllbf., for protlectfng ell afItIng Ifructwo.. utIItIM. hee, .. !rom d.. ~ cMfng COftItructIon.
E. The CcJntrador .. be NIpOf..... for corrwctIng any damage (at Contractor'. .....).
F. Any dfecrwpancMe found on the de thcrt GWtct the ",.",.., work ehaI be NpOtW lo tile Owrw and/or EngIMw before the compIetIw, of any addItfonal
II'Ortr.
Go No eofIII ~ pnMded. Sub9racM" CI8UMd adequcrM for tile prDpOeed COftItructIon.
H. ExfttIng Topography and Boundary SUM)' pnwfded by Rehder . ~lat... Inc.
51 I t. ClEARING
I. GENERAL
A. RIrncM hie, """be. gra-. ond other ~fGtIorl or obefructIone. ae requhd. to permft In8taIIatIon of Impe~,",.,b. eIIown on the Prone.
II. EXECUTfON
A. T,.... and atumpe ehoI be hauled from tile.. EbfaI 0rt-IIte ot' burning of frIIe and ..",. ... not be aIfond.
8. Whn MtIng t,.. en Indfcated to rwmoIn, -.. nfdIg topeoI h pIoce """'" drip .. to prewnt .Jarnoge to root ~.
e. TOf*I .. 1M efripped from cfeIurb<<I CItW8 and 8fDdrpIed In .... not ~ 8-f. rn *PttL
D. Rtmow 011 bode dJrt and uneuftabIe rnaWfaI fnwn under drMe and roadlIa)w wftNn J-fwft of fJnaI pcMrMnt IUbgrade.
E. Remo\ J oil waete matlrlall and uneuftabIe or noe. topeoI from Owntr'e prop.ty.
GRADING, EROSION CONTROl, AND TURF ESTABUSHMENT
I. GENERAL
A. Nt grueling. InJ8Ion control and turf ..~ .. 1M . ... .... to h rncarw.. 1JOf...........,.,. and other appRc:abIe ~ of the urnn..ota
~t of TruI~t_ -standard SpecIfJoatb.. for ConetructIotr, IcrteIt IdftIon. ..... otllerwlee 1p8CIIred.
8. Nt '"*on ',..lroI rntGIWI8 Ihown on the pIone Indudfng lilt fence and hay bafIe, InUIt be 'netaffed prfor to COI....."lCtmtnt of grading "PI!4f1l.... and
mofntaII ~ untI ell CRaIl ahred on the . heM .... rwtGrwd.
e. 1M ~ cfIetumed by 00MtructI0n .. 1M r8Ifor8d ..,. eeed and cIIbd nUch. eod. wood ,.,.,. bIanIret. or 1M hard ufaoed dIIIn two ... of eubetantfar
... mpIetIon of CGnItnIctIon.
D. PnMdII CJpprUWd L. nw .. mcrterfa'- from off-lite ..... IUfffdent CIpprV\lM .. ~ en not CMIIIabII from -=WItfone. Remoww all .... and
.....&r.:Itby mcrWraI fnwn 1M ....
E. F'rNct Ifructwo.. utIIftfee, IIdnaIb, PG\lftllnte, and ottItr fGc:fIftfee from damage cauMd by ..Uf",n~1t. IatInJI InO\IMJent, undIrmlnIng. WOIhout. and otfw
IIazard. crwat.d by eartftwortr opII aL..
F. Com". ..tIon thai not be ... than the fallowing perc.llhoy- 01 rncrxJnun dry denIIy accanIng lo AS11I 0 na:
L Undw etructurw. buMng --. ... and '-..,IMfa, compGCt the top 12 IncIIw below ...... and eadt ,.,. of baddRI or "" materfaI at 100
I*1*It maximum dry -..,.
.. lJndw ~ c:ompact tM lap 8 IneMe bebr ...... and each ,.,. of badltrI ot' tfI mal8rfaI at 100 pen:.nt maximum dry dInefty.
III Undw lawn ot' UIIpCMd CRaIl, compact the top 8 IneMe below eubgracM and eodI ,.,. of baddIr ot' 111 mat.faI crt IS ~ madnurn dry dMIft,y.
G. G . ... ae Mown on the plan en lo ,..,.., grade.
II. PRODUCTS
A. SatWacby'" IncbIe A5TII 02487 .. ~L. graupe OW. GP. OM, $W. sp. and SU: he of rvdc ot' gnMI aver than 2-1nc:Me rn any dfmel_1o
debrtI ..... frunn ~ wwgefG&n ond other deIIterfoue matter.
8. UnlGU.fl...by .. Indude AS'nI 0 2487 .. dcNJffcatron group. GC. sc. ..... Iff. a. CH. ex. OH, and Pr.
e. 1M badrfiI and till mat.riaIe muet 1M N...r....hn, .. ~
D. SubbaIe and ... material mult bI a nabraIy ot' artfffdaIy graded rnlxbn of natural ot' crwIted gnMf. CfUIfIed .... and natural ot' CMIIId land rneetlng
.woor ~&.." for aa. 8 gnMl
Eo Twf eetaIAIn'_'~ eeed .. 1M MNDOT IIxbn sos. ,..... eIIaIIlM 22-5-fO ~ .. ,...., and muIdIlhaIf be MNDOT r,p. 1.
III. EJCEcunON
A. RI LnIIr IJuIdInp filiai be ~l.......b.d to ". Sol ~ r-=omn...~tIu.-..
8. Pb:e ~ of ,... CMr aI cnae lo 1M,. Ttg~III"'" wfth turf.
e. 111. f.... ... and mutdt to eetaMIIt a ~ 0Mf' crt h following ra-= Med at 50 pounct. I*' acn. ,.... at JOO pcMIIde per acre, and mulclt
at 2 tone ,.. acr&
D. PnMde '"*on (... ,!rOI "...".. to prWNnt en.ron ot' dllpacJft...~1 of ... and cIIdIarge of .. beatft'V watw FWIOff or aIrtJarM cUt to ad/acInt
~and~
E. Pb:e hay beNe anJUnd catdt baIIne aftw thIIy en ~ and maintain untI aI __ ~ IteM bMI rwhnd.
F. ........ conetrvctIon wItIde GCCII8 nMee fnterwct tmed pubic ~ prcMeIone muet 1M made to mInlrnlze h tranIport of ~ (mud) by rvnotr ot'
YIhIdee tracIdng onto tile PfMd "*' ewfaee. ..... 8IdfmInt II tranIpo. led onto a puMc road ewface, the .... IftaI 1M deaned tftorougfIIy at the end
of each day. s.c:tfmri.. be IWI'tONd by IIIcMIing ot' ...... ond be tI"anIported to a ~ COfItn)Ied ...... cna. Str'Nt waehfng ehoIf be
allond only after II8dJment .. rernGV8d rn title manner.
erruMINous PAVEMENT
I. GENERAL
A. PnMdII hot-mIlr 0IphaIt pcMrnInt..... ...., lo tile ~ ....__.. and otfw ~ ~ of tile IInneeaea OIparL,_11 of Tranlpvl((ILrl
-stGndaN SpIClbtL.. for ConebvctIorr. .... dIon. ~ oIfIrNe .......
8. CI, .1onn lo ~ .tandard. of authorftI. hawing }urfedrctIon for CIIphaIt pamg work on pubic ~.
II. PRODUCTS
A. u.. coarw and h aggregcrt. rnatIrfafa and gradatb. that IICM I*forrne4 ".~II)- h ",..,. rn.toIIcrtron...
8. PrfMde a baN and .... ~ ae fncI... led on the plan an.. otIIerwfee IpeCItfed.
Co PnMdt a tadc coat ae Fndfc:crted on tile plan .... otherwIee epedtfed.
III. EJCEcunON
A. v.rtry that the eutJgrade r. dry and In euftabIe, eondftIon tD eupport pcMng and ~ IoadIt.
8. The Cont . .lor .. turnWI G tundern trvdr loaded """ G mIn1mum of ,~ to IJIedr the .. ,....., aAbgrade and/or ~. ~ for 8Gft .. ~
to P'acement
SUPPORT POST . .... O.C.
HARD SURF'ACE
PUBUC RCW)
FILTER FABRfC
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COUPh.IW BACKF'lU
OVER FILTER FABRrc
LEGEND
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PROPOSED MANHOlE
PROPOSED rATCH BASIN
PROPOSED HYDRANT
PROPOSED ~TE VALVE'
PROPOSED RARc.u END
PROPOSED 0), uRal SEWER
PROPOSED SANrrARY SEWER
PROPOSED WAr~MAlN
PROPO~ CONCRt.,t.
PROPOSED sm. Dl1IY BITUMINOUS
PROPOSED HFAW DtnY BITUMINOUS
PROPOSED CONTOUR
PROPO;;,tJJ El.E.VATJON
. SILT FENCE
BOUNDARY/ROW/BlOCK UNE
EASEMENT
LOT UNE
aulWING/pARKlNG St.,tsACK UNE
DRAINAGE: ARROW
EXISTING WA, t.KMAIN
EXISTING SANITARY SEWER
EXISTING ~, vRM SEWER
EXIS11NG CONTOUR
EXISTING ElEYATJON
8612 CONCRt. , t. CURB & GtJ" t.t<
NO SCALE
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SILT FENCE
NO SCALE
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Note: Where contounl rndlcate. rgnore 0.7S'lft slope rndlCGted abow
and match adjoining pcMment slope to pnMInt, gutter from · pondiml.
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, hereby certify that this plan was prepared by
me or under my direct supervision and that ,
am a duly Ucensed Professional Engineer under
the laws of the state of Minnesota.
APPROVED
1-22-02
'* COMMERCIAL & INDUSTRIAL
~CONCRETEENIKANCES
PLATE #
508
APPROVED
1-22-02
.
TRASH GUARDS FOR
CONCRETE APRONS
PLATE #
404
'71tJot'.5o R -Ack",-
Dote , 4-21-05..
Reg. No. 43856
Issued
CUP SUBMITTAL
RAISE SITE O~'
CONSTRUcnON DOCUMENTS
Rehder & Associates, Inc.
Civil Engi1.'.eers, Planners and Land Surveyors
8440 Federal Drive, Suite 240 · Eagan, Minnesota 66122
651-452-5051 · Fax: 651-452-9797 · email: info@rehder.com
Name
Nicholas P. Adam
PROJECT NO.: 051--20JO.010 DRAWING FlLE: 20J0010.DWG
e. UadIIne pIoce IIcrt-mlx CIIphaIt on rnPCnd IUrface. Ipr'IIad ...rormty, and ..... ott. Pbce CIIIphaIt ... by hond to __ Jno,,!:.. JW. to ~ In a
rnannr that ",.... NGf.,tIon of m6t. Aace each COWW to NqUhcf ... cro. 8ICtJon. and ~ ..... ~
D. BegIn compcK.tIort - 800ft ae placed hot-mk paving ... bear rvIIr wIgM wfthout ..... .~hpr~cJ u..IL
E. PrcMde an CIWW'CIge dIrIIft,y of H PIRlri of ,..,..,.,... labOUlb) dIMIty aocordIng to AS11I 0 ,,,'. but not ... tfIan H perwnt nor great.,. than 1DO
~
F'. ToIetUh.._ Be-. courw Ift~ IhaIIM pIue ot'mn. 0.5-1nd1. and uface cocne IhaI be pIue ot' mlnue O.25-lnc:he&
PORnAND CEMENT CONCRt.II:. PAVEMENT
I. GENERAL
A. ~ PGrtfand CIfMnt canc:ra pcMrMnt for ruadI. an.. waIaI and ...... ... aocordIng to the rnaWfaIr. IJOfJb,_IlII~ and otMr ~
r8qUlrwMnta of the urnn..ota ~t of TruI~atIon -standard ~. fot' Conetruc:tIon", IcrteIt ecIIfon, .... othenrree Ip8CIW.
II. PRODUCTS
A. Portland CMIIftt concree. for ~ and guttw and efdtwaIr IhaI bI ofOOO ,.,. 28-cfay corllPfUn. ItNngth, 8.0. air ..,LwIi.,...,t, and 3-hcIIlbnp.
8. PnwIde Gl'ade-IO rwfn~ dll' barw and tie bcn .... Incl.. *'-
~ ~ ~-.. ...... "-'............ lcpoW ~~__h..~ M!nU 1!."Wt .... I ", ~.......
III. EXECUTION
A. The Contractor .. tumIIIt a tandIm trudr toaded ..,. a mInfmurn 01 f....... lo check tile ~ ........ tlttd/ot' aggrwgat8 ... for 80ft .. prfor
lo pcMn'IInt placllTllnt.
8. ~ with l"ICIUhmenta and wfttI 10 J04R for meGIUrfng,. ...... 1nI~ and pb:Ing concm..
e. ~ wfth tile euncr.t. lW.r~...'V st..r ntftute'. ~..._.Ad prvctfce for -PIactng Rtfnfordng aft' for pIadng and IUpparfIng ....k.._._.L
D. Prt10tmed ..... }oItrt. .... o.5-lnctI ~ altai be pItJced crt eocIt encI of curb radJue, at ""~Uo... and GppfDXII,~ .., 200-f__
Eo Co..b_tIon jolnte IhaI bI placed at rnInInun fo-foot IntwwII h the curb and guttIr and crt 8-foot for ...
F. ProvfcM a medfurn to ,.,. !nom ,..,. ptrpIndIcuIar to tratrfc 1Iow.
c. Prvtwct".,. placed ooncrN '""" prwnature cff)tIg and txCIIIM cofd or IIat fernperaturee ... mofIbn cwfng. rnofebn-rwtaInIng-cowr cuing, cwIng
compocnr ot' a cornMtatIon of thtM.
STORM SEWER
I. GENERAL
A. Storm.... IIIaI comply willi all kaI rwguIatIone pertaining to etann ..... .... inducing ~ lnMaIIatlon. and tIMIng. "no regufcrtIone edit,
comply ..,. -standard UtIIUI. ~tlu.-J' by tile my ~ ..1IeJatloft of ......... far.t edftIon.
II. PRODUCTS
A. Storm...., pipe h.fcatN on h plan . Ref' IIIaIf 1M rllrt1on:ed c:anc:ret. pipe. AS11I C 78, ft-cf. Well a for gaMt }oInta """ tile foIowrng cIaIeII:
1%'-1r aa. 8. 2f.- aa. .. 2~-$I' aa. 3. 3r and Iarvr. aae. 2-
a Storm.... catdt baIIne and ~ altai be pNCaIt eIructurw wfth crt ... two and at h maet .. adjultlng ....
Co stann..... eadnge IndIoated on tile plan ehaI bI '""" the He8naIt F'CUNty ot' GppnMd equal.
D. AI ffcnd encI 88CtIone altai heM etandonf .. ~
Eo FIIIr F'abrfc ehaI bI IIIrafr 7OOJ( ot' appnMd equal.
F. Rfprap ehaI bI randam and ac. , hand placed to a dIpIft of one foal
III. EXECunON
A. 1M pIone indicate tile ""'"" location and ~'-""'*'t of undIrvraund .torm ........... looatfon and 4l'-'fl'l'Mnl of piping tab Into accowrt many
.... OOI~~L... 1nItaI",,", _ IncfoatId on tile ... to tile atInt prac6caI.
8. FJarwd.. and the Iaet two eectfotw of Itorm ..... pipe IhaI 1M !lid wfth bolla.
Co Cantractor IttouId Nrfry IocatIotw of utIIIIy ca.._tro... crt h buIdIng the arc:hhcturaf and rMdIatlwl pIan&
SANITARY SEWER
I. GENERAL
A. SanItary ..... ehaI comply wfttI 01 IacaI rwguIatIcn pertaining to ...,., ..... .,.,. inducing ~ "..Ut.L.. and tI8tfng. "no rwguIatIcn aIIt.
comply wIIfI -Standard utIftfte ~.. by tile CIty ~ __L. or ......... IatIIt edItron.
II. PRODUCTS
A. SanItary ...... ... IndIcatM on tile plan - PW: ehaI bI ~ cHorfdt ~ ASrII D ~ sat J5, for _.._It -*111l,h,d 01' ,.,. JoInt&
8. Sanftary ...... rnonfIoIIe ehaI lie pr'eCCIIt etructuIw wfttI at 11M two and at the mat .. ad....... rfngI.
Co Sanftary .... caeIInge fncIcatM on tile pion altai 1M from the NIInah FCUIdry ot' CIpprV\lM equal.
III. EXEcunON
A. 1M plane .... tile ""'"" focatfon and .... -........,1 or undIrvraund ....., .......... LocatIon and GINt'r',horlt of ,."., taIIt lntD account marl}
.... 001....;""- 1netaI,.." _ IncIcaflId on tile ..... 10 tile __ practfcaI.
8. Contractor IhUd vwff'y Iocatfone of utIIIy 001__&0. crt tile buIdfng h an:ItbcbnI and IMChanfcaI pIan&
Co PW: ..... pipe IItGII be bedded In . ... .lance wfth AS11I 0 2321, -AIco.lnMKIN PractIc. for lJndIrground InetaIotlbn of FledlIe llMm~ s..w Pfpi'.
D. SanItary ...... .... IhaI 1M IICtInded to wftIttI 8-fwft tJ/ the buIdfng. Plug.. and mart by ...... a %' x %' woad board hrn tile ,.,.., encI to
. fMt out of tile grvund.
WAr t.~ MAIN
I. GENERAL
A. .... main .. comply wfth aI IacoI ~ ~ lo watw main .,...,. inducing "..,... r...U4LrIo and""" It no focal ......... ......
comply IIflfI -SbIdard utIItI. ~..r by file CIIy ~ MIodtoLI tJ/ ......... fat..t edftIon.
II. PRODUCTS
A. ..... matt. IncIcated on tile plan . aPe IhaIf be ductII hn .... aa. 52, """ putIt on }ohtI and IIIaI ",.",. IIIctrfcaI conduc:tfvft1 acrae. -=It }olnt.
8. AI ffttInge IItaIf bI I'MChcItIcoI ]oint .....
III. EXECUTfON
A. 1M plane fncIcate tile gIMRII focatfon and 4fu.....,..... or IIrIdIrvra&IId watw main.... IncIccrtIId Jocotfone and 0.._.......11 INN wed to . pipe
and ~ frfctIon -. ...... pump eIzfng. and other .... cana.llratlone. NIall pfpIng _ hdIcated, to the atInt practical.
8. !by GI watw main with a dIpth of CCMr fill at ... 7.5-,.. ot' wfth the tap crt ... f2~ ~ rn.t ,...buL.. wfIIdt ... ..r.......-~ ,
Co WaW matt ..... Mal 1M extended lo wIWn 5-fM fill file WIcIng. Plug.. and men IJr ~ a %' x %' wood boanf ",." ... plugged ...... to
4-fwt eM 01 ti~ graund.
AI .,... ___ attd ,.,.... IIhaI .. rodded tu 'he wat.r .... UIIng t).~ t:. rode.
Teet all fnItaIed pIpfno ae rwquhd by the b:oI waw utIIfty.
--- O.
E.
~
:I
\)
>
~~~
~
RrPRAP RmUIRBIF'N'N
PIPE DIA.[ln} R'PRAP fCYJ
12 103
15 1.7
21 2.2
24 2.8
27 J-S
JO ".1
JJ 5.0
J6 6.6
..2 8.2
48 10.1
54 11.9
60 1 J.8
(ONE CUBIC YARD IS
APPROXIMATELY 2,800 LBS.)
A
,SO'
~
" RlPRN'
fJ1 GRAM.JfAR FILlER REQUIRED
UND[R RIP RN' OR ONE
LAYER OF 700X AlfIWl
FABRIC OR EQUAL
ROCK CON~IKUCnON EN,KANCE
NO SCAlE
.C~
RIPRAP DETAIL
NO SCALE
/ FACE OF CIIR8
~ 1~ -. -rR-O.S'
rf R-O.~
" . 0.7fr/FL ~
. 9" ... . '.. _ .
.. ...... .".:........ ': ~...:. - .. "
...~~:~ '~.\~':':~' ...:;':~.~ ~.~~~~;./.:.~~.;.~:..
~.~.::: ~/.,..:. .;-: ."'~_: :.,:?_~.~
." : ",',.:' . \.,' -.' .,: I"..
'-1.S' - BmJIIINOtJS WFAR CO(,~ TtPE LV .. (LVWE49308)
.- TACK CCMT. 3151
- 1.~ - BITWINOUS EMSE COURS[, nPE LV J CLVNW3l5OJOB)
- ~ - ClASS S. 1~ CRUSHED LlItfwluNE
- APPRCMD SUSGRADE
7 t
I .
-
-
~~~~~~' ~~~~W;~~~~~~~
.... ...:~ ~"., l:J~~ l:J~~ ~ ,...- ,II ~ t'" ~ ~ ~ ..... ~
l A '. ~ ::f: ;>J 11 ~ .f ~ I:( ~
~ .fa /"( a ~ ~ J. a ~ I'< ~
~~ ~ ~ .
~~~ "9
..
1~
...
..
2~
NOTE: PAYafEHT RECOMMENDATION PROVrom BY OWNER.
~
0412 CONCRt., t. CURB & GIJ" t.t< (6'\
NO SCAlE · \.f.1)
GRAD NG, DRAINAGE & JT_ TY PLA--.J
JEERFIElD I\JD. PAR-<
LOT 1, BLOCK 1
C TY OF PRIOR LAKE
SH:t.I' C1
PAVEMENT SECTION
NO SCALE