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Market Street Station Construction Plans 10-3-03 ~ ('," STRUCTURE AND CASTING SCHEDULE STMH-l 72" DIA. STMH R-1642 CBMH-2 4S" DIA. CBMH R-1642- "COO, CBMH-3 4S" DIA. CBMH R-1642-"C" STMH-4 4S" DIA. STMH R-1642 CB-5 24. X 36" CB R-3290-L CBMH-6 4S" DIA. CBMH R-1642-"C" CB-7 24. X 36" CB R-3290-L CBMH-S 4S" DIA. CBMH R-3290-L CBMH-9 4S" DIA. CBMH R-329D-L STMH-1D 4S" DIA. STMH R-1642 CB-l1 24" X 36" CB R-3290-L CB-12 24" X 36" CB R-329D-L CB-13 24" X 36" CB R-329D-L CB-14 24" X 36" CB R-3290-L . "C" DENOTES TYPE C GRATE OR APPRDVED EOUAL ?, .,.. l'~~;l' f' ~ ',Ii) I 7il! RCP PIPE CLASS SCHEDULE DIAMETER CLASS 12" lS" CLASS 5 21" CLASS 4 24" 33" CLASS 3 36" 72" CLASS 2 l 40 0 40 ~-_... SCALE IN fEET SO I iww ~~:~~ :gll"llfht"l.n 01010100 . ..... ~>=>>> j3;~~~ i -> i \ ^:f (_~..l---- -' --- ----,..----- ---- --- \ \ .--.-_..~:.~T~ 5C:r::~.i"'~"-- p:-J ----:!"~ - TLJ:\' . _.._-:::~~"'1--#- 1.J "'_r-..r::.1;:y;;-:r::::C~J-"- SOD ....--- __~~;C-05.~:r3:r5'~O~''"<::::::::::c= - --- co,"'"~ ,:: -- -- --- ~f;CEIVED .-.........-. 1. SANITARY SEWER, WATER MlAIN AND STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY Of CHANHASSEN STANDARD SPECifiCATIONS; SECTION 2002-SANITARY AND STORM SEWER; SECTION-202 WATERMAIN; AND STANDARD PLATE DETAILS. MEASUREMENT AND PAYMENT PROVISIONS IN THE CITY SPECifiCATIONS DO NOT APPLY. ._____"7"7 "",', '>il'~~ , . ,"'10 ,..-- ....-... OCT 3 2003 I I ____ -.....--.. I".... ......,.,....--- CHANHASSEN PLANNING DEPT 2. SEE GRADING PLAN fOR PROPOSED ELEVATIONS. ......_....~' . DAHLGREN' .SHARDLOW .Al\Jl)'URi\N --. .... ...... -'. ..-:- ........ INUil<NR4fi.j) lra"~'l!IItI;j_.___..=;ujO:.t;;!'f<"'>'_'t!;:"~",,,,~ I . Schoell & Madson, Inc. I l.....rl.. . S....,IIl, . '1.'If,IIl' s.. T..II.. . E.."..m..'.' a.r'lle.. WWW.SCHOE:ll..\tAOSON.COM 10S80WAYL\TASotJLEVARD M1NNUJ'QUS. MINNiESOTI\ 55305-1525 ~ {952l54&760I.FM; (952) 546-9065 ~ ~ '-" -::~..~~~ "''''' ., ~ MARKET STREET STATION <;". =''::".-",;...::=-..o::",::c.".-:~-::,:,.~.~ Ii SHEET TITLE Ell STORM SEWER PLAN lI'~",,':'-""_>-~""""."W. ?'~'c"."-,".z~~::;d m PREPARATION ::.'l DRAWN BY: BV lOB , 62507-005 CHEOCED BY: DATEo OCTOBER 3. 2003 RE:VlSIONS ..'Ui'>"-ti-3l'".....'""'.""-...."..'",-.~......="',N- ,wc;:,,1gt!.lmQ == =:.I ""'~'''o/~-'?-~4 ;; SHEET # I2Il C1 ~ZXL_,....,..."':~::-:,~~"%1 CONStiiriNGPi:ANNi:Rs-' LANDSCAPE ARCHITECTS IRST AVENUE NORTH 2'0 OUS. IIN 55401 .3300 . , ,-'- ., ". ". ~ "." . , j " '-- ~ 1 1 ' "/ l ,,:/!; ;~-/' ",' ::" " - 1\ ~ ::..::-'~. --.. ,. u'~-""'-'-_I _ _ \ I' L, ~",' O):~~_~' hM.+~'~:~~" ~,l'....___'}' - +, t- o " I: \ , , ~}P \ SANMH-3 CONSTRUCT OVER EX. \ SEWER \ , . \ \ . , '. \ \ \ \ \ ~~~ ...",-..;q'="''''' "DO .,..____ - ~~.->>:-- ;:; I / ~-;J:-':'::;'~ -~>-= . --';'~'" _-<-$:;::e:cp:::;::..~?;::::r~:J::k'-"- -- --- -- -- SANITARY SEWER AND WATER MAIN PLAN AND PROFILE .................................................................................................... . . . . . . . . ............................................................. .................. . . . . . . ""Oti "0 I:W :>.en z.lI i!i:gi NV ~~ I 0\,.., , a::i I~.-O\ . 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'" ....:.........:.........:.... ... ..:......... ~ ~ ...... ~:........ ......... ~ ~~ ~~ .lln . ..,: 0; ; .11 II .~w ; II..!!.. :~ ~ ~..: o. 0 0" ..0:....0..00:...0.00.0:. if. . 0..:.00.0....:..000....:..0...0..:..00.0...:.0.0.....: 0 0 0...... ~ ~O. O....:~ ~.. 0 0.....000..... ~ EX 10" PVC : SAN. SEWER . OJ " "It. O~ o. co,..... U'1 If''i' .... "It "It' .."."It : .. . ~: . ~':;. : ~ 940:.00.000 0 ~~. 0..... 0':'" i ~..: 0 0 0.00... ~. f p.jTJ!1!.wY.:. 0..0..0.:.0000....:.0.0.....:.....00.0:....0000.:... 0..0.0: 0... 0.00.:...00..00:..00..0..:.0....0..:...0.....:...0.0 0 0.: 0..00....:.00..0...: 0 0 o. 0....:...0.00..: 0 ............................................................ . . . . ........................................................... . 0 . ................................................................................ . . . . . 0 : ~_:: . . . . ---' 960.0.0...0000000..0.0000 or" ..0..0....00..0. 0 .~..~.. ~o u u JL u J1 u u u u u u u u u;: u u u u . O' 8~ C-900 . ........................................................... . 0 0 . . . . ................................................................................ . . '. . -- ~-" '.- . 0 0 :~.......r . -_..: "......--- : --..;- .~._- I o. 0 0.0.00:.007:5" 0 0 ....IN. i '8" 9\IC' c'-:gaa 000000: o. 0 0 0 0...:.0...00..:. . :0 . . .... ..... ........ ..I-;-.~...... .......... . ..... 3: . :~, .z OJ 'z 'ox :uw . . .. .. . . . ~ . . . . . . . . . ~ . . H . . . . . ~ . . . . . . . . . ~ . . . . . . . . t~. . . . . . . . : u' ....0 z- z Ox u... 950:....... 0.:......... .. PVC C-'lOO . . .................... ................... ................... ................... ................... .................... 0+00 1+00 3+00 9+00 4+00 5+00 2+00 6+00 7+00 8+00 50 0 50 ~--- ' SCALE IN rEET CONSTRUCTION NOTES: 1. SANITARY SEWER, WATER MAIN AND STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CHANHASSEN STANDARD SPECJFlCATIONS: SECTION 2002-SANITARY AND STORM SEWER; SECTION-202 WATERMAlN; AND STANDARD PLATE DETAILS. MEASUREMENT AND PAYMENT PROVISIONS IN THE CITY SPECIFICATIONS DO NOT APPLY. SCALE: VERT: , >>=5' HORZ: '''=50' .. -....-.. ---. --..-,-') i~~il ,A1."\J:D...:I1BA1~ r~ORNRt;rrl.). '-'''-' =.,~-;;;'.:] 100 I I ~ Schoell & -=- ~ Madson, Inc. I E.''''..fl., . S.f..,I., . '''nnll,. s.. To.tln, . E..tr.....tsl Sonic.. WWW.SCI-lClEllMAOSOl..COfol 10580 W4Y1.AT4 BoI..L.EvARO MINNEAPOus. MmNt:sorA ~5305-1525 f>l-lOI'OE {952l 546-7601.F/oX (952) 54&9065 ~M-=~-~~:;~: ~ ~ - ~-- Jf ~-- ,~~ MARKET STREET STATION IM-.o ~~ Cl SHEET TITLE l:l SANITARY SEWER AND WATER MAIN PLAN AND PROFILES ~.',",''''''= ,,~". '"M...,., .."", !..,~ ;::;; PREPARATION l:l DRAWN BY: BV 'DB J 62507-005 CHEC'XED BY: DAre OCTOBER 3, 2003 REVISIONS ~... ..;:;;;;:;~!! ii lid ~":; :=- ~;::i:2! w SHEET # iij;i C2 '"'-""'~ ""',~~,' >'~,P' .~ ~~ CONSULTING PLANNERS LANDSCAPE ARCHITECTS 300 FIRST AVENUE NORTH SUITE 21D NINNEAPOUS. IIN SMOl 612.339 ,3300 No. 6860 No. H-t0361 No. 8-5160 SPROViOf. VAl.VE: STEM RISERS iO wtTHiN 6- OF' T;.{f.. $URF"AC~ tr THE DISTANce FHCM THE TOP NUT or THf VALvr:~ TO THE SURFACE IS GREATER THAN B', t Grode TOP Adjust top to J/.- below T)'Ier No. 6860 26" grode. Box to be set to ~~~~~Ste-C'o;x ::00 ~5b~J61 ~~: I~-- -:1 pro.,;de 12- of od;...'ment. I e B OROP lI0 Tyler t.tuellel' Bibby-Stc-CrailC fl ~ EXTENSION T)4er Mueller 8ibby-Ste-CroilC V8520 V8521 V8522 V852J D BOTTO" Tyler Mueller Bibby-Stc-Croix BASE n~ . L "<t."\riS~O' 2~91 J9J 1005 I I No. 58 No. 59 No. 60 No. 58 No. 59 No. 57 No, 58 No. 59 No. 60 No. No. No. 6860 ~5" H-l0J61 65" ;1 V85'6 60" r ~ CITY OF CH AIfHA SSEIf 1''''-'' 2-97 7.S' l.tinimum cover required over top of water main. I j ~. o 2 C":I == >0 ~- ==~ ~O ~1l ~ - I." 18- 2." 14" 20" g- 14" 20" 26" Tyler No. 6860 Mueller No. H-l0J57 Bibby-Ste-Croix 8-5001 Cote valve bOil. screw t)'Pe. .3 piece. 5 1/." Shoft. size e boll', 7'-6 extended. 16 round base tv , ,.;) 'I \ GATE VALve: ADAPTER. 1/'" STEEL WI TH PROTECnve: COA TlNG, 1/2" RUBBER GASKET INSTALLED BETWEEN THE CA TE VALVE AND GATE VALve: AOAPTER. ~\ Reslllont Wedge Valve l. Conforming to AWWA C-S09-80 standards :It:- -:;"",...; ;:;;"V""'Il ., r-:::U;:::: ~ ~~~ ~ HI , I ~ r- r. /1 qf ~ ;-:}.:...;.:{::..'r~:~~:. 8" Cone. block <);\ TE V i~l VE AND BOX !NST ALU, TiON "\.-",oS ;wJ. 1006 ::J . JI.=,: ~-----'''''' 24.lt.J6" slob opening for Neenah R.J290-L or equal ~ (ll~1 "'))) ~ I~Ut/ NOTE: L grate shown ~ --===.." Neenah R.J290-L costing and :...._........:y grate or equal, " fLAti Minimum of 2 maximum of 5-2" 6 Cone. collar I .... _______ concrete odjJstment rings with full n ~ .----- beds of mortar. I ~ l--. ____ PreC9st concrete or ....1..-.- HOPE ad;..sting rings. '" . c-.... 6" . f 1 precast rein arced concrete slob. Top of barrel section under top slob .. =\I to hove flot top edge sealed with ~ 2 beads of Romnek or equal. All join ts in manhole to hove : "0" ring rubber gaskets. : ----- Precast concrete section NOTES: 1. Doghouses shall be grouted on bath the outside and inside. 2. No block structures ore ollowed. . c.f~"','l~~C" I-GO ^;~."".^ J9J J102 .. =J Varies . -0 Typ. - Uanhale steps, Neenoh R1981J or equal, 16. O.c., Aluminum stepS opproved. y Uinimum slob thiCkness, 6- for 14' depth. Increase thickness ," for each 4' of depth greater than 14', and reinforce with 6"x6- 10/10 mesh. Graut bottom of manhole to 1/2 diameter at pipe and slope grout 2" toward invert. ~ CITY OF CHAIfHASSEK I CA1t 2-97 CATCH 81"SlN MANHOL ~,t).;{ ;.n. 3102 ,\;(>;;:2, , "" =11 I "HYDRANTS SHALL BE MUELLER SUPER CENTURION" L................_; Y;::.;~G '';;: ;-O::~;i, Y[;":1 '~.L.ej!':: """ '4;:,,' ,/~;i"" "m ,.":, " "'i;r~\ >; ".n".. t!.QlL L Grote Shown Face of Curb -./ Direction of Flow Cotchbasin casting and grate Neenoh R.J290-L or equol .3" radius curb bOlt. Precast concrete or HOPE adjusting rings. Minimum of 2-2", maximum of 5-2" concrete odj.Jsment rings allowed with 1/4" to 1/2" bed of mortar between each and 0 6" thick concrete collar on the outside. Doghouses sholl be grouted on both the inside and outside. ex ,I\;.:'PRC\!;:'.^(j i.:,;U/.L} 4 ,,:v ~;/ ':-'.i-f ,C'; "U'V':''!) ! Hi iji ' '<<;N \" hi ~ I ;:';'i>rA\,)...H~ ~ =1f- NOTES: 1. Sleps sholl be provided in 011 catch basin/manholes and storm sewer manholes. 2. Costing to be totally encased in concrete curb section. .3. No block structures ore allowed. 4, No wood shims ore permitted in the adjusting rings. . SF0:;;:! (:0(C:..CT~ ::,,, ,." "". Y""'.. :'r'.tc,,:< ',"H'.",'Y:: 'H', """"",,,. "" ;.,." "I" '.", ,: "'" . ~','H;"",," A"" "C:. ""."' ,",,"''',l\>J.,;)h ;';.U:),~^Gu:. 0:' -..' ~ llC-?>i .r.') >1i: ,~::_1..'; S;O~ II '"I I~_l~ ~~ EJ.8M (Grote to be 2" below gu t ter grade. 5' transition eoch side of catchbosin. Top of Curb 24" x .36" Precast Varies 6 1/2" Varies 5" -=- -.r Grout n-= Varies 6" SECTION CITY OF CHAIfHASSEIf STC~F1fVi 8EVitER CA->rCH 8A8i~:,: ,C-;:Sf~~ 1-00 i~~:;':': JgJ ]101 2-97 i-'jy-.i[ l..:!;. OlO! , L().lI.~;;" !,::uU/,";:!$ ",.. ;);X;"~;; ::;,;/;),~,--) :}"<i~;j~ ~:ii BUTTRESS DIMENSIONS 22 ," ~/ ;:-;i:{'i;} o!!~:'" Sf'.;'" I 'de U'!'iC~/ F.T ~. C, '.~ Go C". ,,, "-5'. :.,-", " -s- J.' ^~,) 1'-:";.- ~' .")" l,"-' (-'j' 2' .~H ,_~;~n ;'.Nii.) .rh.. 2..~C'. ... ...." '-i) ..~..... Y.~T f,._~;)~ ...;:; .:. .~.-:i S'.-0~ Wonhole steps, Neenah R1981J or Aluminum, 16" on center. Steps Shan b. on Downstream Side Unless Pipe Diameter is 18- or larger F ~ ~ ~~.~;~s ':bbr;n;a~:e:~. hove ~ ;, _____ :is~~r;:e O~~d sg~e~~:nhole Below Cone Section <= ".' / ;ipe sholl be cui out flush .. . / .ith ;".;.te foce of .011. ~ I~ S lH':"')'!';S:;...'\~ A I J', L.;:; ~~\::;...~...j -t ;;::: A.~.;'" fk~:IY~:';l~~ .~0 . ~F .~ -J--5" > r----. F> ~6"1~@X~ I ~-~' o .""'i";f',;-'<^ HYDRANT TO BE f r"- " SECURLY COVERED "', ~_ WITH PLASTiC WRAP __ _. _ __ 1.10- OR BAG TO INDICA TE ~iJ, _, ~~~~dt. IS OUT OF .__ __~ - i: ~ ~ ')' , i -, '"r ~ :: 6 :::l\ \ .~"""'-'" i>k;c~"' ,,;~l"#I,'~er, .-,;~. tf-:.,l;: ". /d ~"'t\ :}~.t" '.,';H: ~ '.'''" < , '" .. ; f:', ..9,.'. ~. .-. :.....- PI.Nl 80" IEIIIlS ,"~"'''-' .<~ ;;?'g(;;;V;(~:;i;ii':i 6 ~ .'::1't,:;(I"VU""T"Z2"~';0c"J~ " .' ...:- ~: ~. "",. ''''''''''to EI1CIl ,.." . CITY OF CHANHASSEN _";E'.jSCC' I ""'c 2-97 39J 1002 ..LI b I '. I o F F~ 4'-0" 5" Y-(i" i',..,-:: s-:::;- 2-8." ')-!;:' 3'-".' l'~.I!" .f'-n' 9-'. Y' 6'.-(:" 1T-.D. f;;....iy ;: - ,,~. ~~~1!.' '4-\ '~' X)~>":" r~~,;:.:":'.., l}J! PLNI 45" lENDS i -~,,<:-;,.~ ~""A . :..: ::1J ,~', - ...... . PLNI 22 1~ lENDS CONCRETE THRUST BLOCKING r,....'1:":l-i",: 1002 - Uonhole Costinq ond Ad~sting R;"q (See P'o'e 2110) Pravide Internal Chimney Seal on 011 Sonitory $ewer Manholes (See Plot. 2109) Precast Inwerts Must be 1/2 of Pipe Diameter and Senches Sloped 2- Taword the Invert NOTE: 1. Kor-n-seal manhole Or' equal considered occeptoble alternate. 2. All dog houses sholl be grouted on inside ond outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witnns post and sign sholl be installed next ta the manhole. ~ . CITY OF CHANHASSEN \<::'."'oV)) 2-1Ol7 I ""it I 2-97 )9] 211)1 STANDARD f~fAr~lH01..E Pi...~:t.. I'CJ. 2101 rn:HI:GREl'J: SHARDLOW! 'AND- DEAN, 1,~ctiii'O~a.T);:i} ~-' ~~ '.""'.~-"~~,..,ii.~"",x.! I ~ Schoel! & W Madson, Inc. I E......rI.. - 5.,..,.,ln, - PI.lln'lI. a..1..ne, - Ellyl,ollllll.nh, S.'Ylc.. WWW_SCHOEl.L.NAOSON.COM I 0580 WAYlATA BOULEVAAO MINHEAPOUS..M1NNESOTA 55305-1525 PI-IONE:(9S2JS-i6-7601'FAX: (952) 546-9065 ~"''''''''~ ~ _.:"'Y!!:!'~ ~ '!I MARKET STREET STATION ~; -'-'" ';.;;:"',-~" ~ ~~~ 6 SHEET TITLE & CIVIL DETAILS ...:.-.,......~-=""""""""...,~. -,,. ,,",A.~ ,r&;~.:.-:;,:;;;q;;:a m PREPARATION ~ DRAIN BY: BV lOB, 62507-005 CHECKED BY; ..n:, OCTOBER 3. 2003 REVISIONS ~1~t.~"",.............==,,,,,\S.,.jwh~.~~~ !iii = ~ _~ OO~~ Iiil SHEET # I\1:il C3 ~~.""""""."'''''"'''''''''-''''-''':'~ CONSULTING PLANNERS lANDSCAPE ARCHITECTS 300 FIRST A VENUE NORTH SUITE 210 MINNEAPOUS. MN 55401 612.33g.3300 .' ~ l'oW II Remov.1 Cro_n (25' WARP) I I \- ...~. ~ ExponS7':'" I'M I ~ Q~ $ I f.. l. .a;'.:. 18" I ,. t ..1....;..0. I'~ '.:.. ~,~~ ---L SECllON A-~ 14 REBAR 0 3.6. O.C. NOTES: 1. l/r Preformed joint filler moleriol - AASHTO U21J. 2. No Contraction Joints in Cross Culler. . ~~> '':;:::,';-2-99 CITY OF CBANBASSEN CONCRETE VALLEY GUT'TER ,......n:. 2-97 ;~'V,,:: h~ 5206 ~ 3Qj 5206 V:::ric),,;,{:" ~..i,)'~ ! ~h, !"'" "., C""'7 / . ~ ~~0Tt: ,,~ ',~' ~';d..:""":'j." NOTES: In Lieu of the Above Treatment. the Contractor ot His Option. After Normal Concrete rinishing. Uoy Embed Ag9regote. Meeting the Requirements of Spec. 3137 C.4.-70 Mocified to 100X of the t.loteriol 1/2" to 3/8" in Size. in the Cteen Concrete. Tne Embedded A99,egote Sholl Protrude ot Least 3/16" Above lhe Concrete Sudoce. The Exposed A99,egote mey be Lightly Rinsed to Wasn Uartor" off of it. . '::'>'i':<!'> 1 -1a ".....' ~'n "'21') :"'''''] (':".C',,'-" "~" ' :::( f,A ~,,',j~tj ---- ;::l',~,.l! ~ , <$' ~,~ :,;~......... ..~--,._-,.,-'""' "....~.., .~'~'.:~L~!"_l._..... SECTION B B t L__._..,:~~::::..~.:~ j,,, I' I"" , I I t:-r~. " I '-.;; \, /'~J~:'.'l' . '\. L.....'" {]:';:J"1 ') C(i~'~ 8: ;;J;i.~~ '_.[;<,):m.\.kw ,kj:~li F: L SECTION A-A ,. I.<:':~;(b CITY OF CBANBASSEN PEDESTRl/Jt:\! CUliB Rj",},AP i,);\H: 2-97 f.~..!", ~ "'., 5215 Distance 10 It YOrieble ,S" N :::- 2 11 1/2- 2S" :. 4.~" II/S", Bitl.lminous Svrloce ~r- . CITY OF CBANBASSEN ;<.~~:~;t.::;'. 2-91 :),,~:: ;2-97 ",-<~"-' JqJ_52:n VARIABLE r Top Bituminous e..4oteriol '/2"' I ;..j N :::- WnOOT 8818 Concrete Cl.Irb and CuHet Top 8itl.lminous e..4oleriol MnOOT B812 C()(ler.le Curb ond Cutter NOTE: rO( Use Only with PrivOt. Orivewoys, Porkinq lots, or Mediens. J r Top 8ituminous lr.loteriol SURMOUNTABlE N Concrete Curb ond Cutter :::- Bltumlnou. CurtI a- Shoe Formed TYPiCAL CUf18 AND GUTTER 5203 PL 2' NOTES: 1. TYPICAL 6" THICK. 3: ~~~1 ~/l~IN~'~~ ~P~Nf~~v~7.~CA~x~~~:'6~Y Jg~NOTS~~~ONG AT 100' INTERVALS ANO WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. . CITY OF CBANBASSEN ",'._ ;'l:~" 2-g,9 n;G~, 2-97 ~g J 521" CONCflETE S~DEVIAt_K ;"L,oJi.: ~,{;. ~}214 ~~ " PL a. PL 30' JO. 18' to Foce ta' to roce Wear Course to be t /2- \ Above Edge of CuUer J.OX 2.0% rile ",.\ 9.. " ~o L l' 1,5: 1 2- -Ptont Mixed Bituminous Wearing Course T",. "'llEA~558 2"-Ptonl Wixed Bituminoous Binder Course TIP' 1"818500558 2 1/2"'-PIont Miaed BitumWlOOUs Bose Course TIPe #J1BBB500000 12--00ss 5 A9gregote Bose. 100% Crushed 24. loIl<<lOT 3149.2B Select Cronukw" Borrow (See Note 1) Tock Coot - 2357 Tock Coot - 2:157 !!Qill 1. Ri9ht-ol-Woy Required - 60', 2, Uoaimum street grade 7.0X. J. Uinimum street eyede O,75:t 4. 4.0" Topsoil placed in disturbed areas. S. 2 Rolls sod behind curb, 6, The bituminous weoring surface shol be placed the neat construction season following plocement 01 the bituminous bose. 7. A test roll of the prepored subgrode sholl be performed by the own... in the presence of 0 city inSPKtor, The city has the authority to require additional subgrode correction or to reduce the requirement of 24. UNDOT Select Cranulor" Sorrow to 12- based upon the resuJt of lhe lest roll, . CITY OF CBAHHASSEI TYPiCAL COMM./INDUST, STREET SECTION '{;;.\/;:~:;' 2-97 . 2-01 o-:r:. F:-"trJ.ilG 2-97 5201 393 5201 ~3/4" per fool '8" ; I b..... 5' ,~ loIIN. 2.0% QlADE. ". ..:...~. .~--'-;'"- . ,. ~ '. L 7 1/2"" '::;:r;:::f'<!:~ ,>)'~':;"rt:,:j :....:; \ 'lit:::,;{',j '- }" '<'.':r.;' :.... .i ~ ';:/~~j 5 t'W-,1; i!l';>':;~'ntCJ to (,~J::;:f~ SECTION A-A No Scale 24' RESlOENTlAl 26' INOUSTRIAl./COloIWEROAl. A ~~~,~!.:~~- 8618 Curb &- CuHer__ B618 Cu<b & Cult... Controction Joints t.fOlC. Spacing in Volley Cu Her 0 8' Expansion Jainl (IIP)\ A fW:! No Scole Nlill.;. 1. Reinforce Volley Gutter and Triangular Sections wilh 6- I 6- 16 Welded Wire t.fe$h. 2. Contraction Joints Sholl be l/J tne Depth of Slob. ,]. Bituminous Paving Section 10 the Ri9hl-o'-Woy is Ihe Som. os Street Poving Section. ~.' ~ CITY OF CBANBASSEN CONCRETE DR!VEWA Y APflON ~c.W:-f.:). 2-g9 , 2-01 tarr. I';.ATt MI.~. 5207 2-97 JQJ <;?()7 rnHLGRENi SHARDLOW: .mD_'1lBAl\J IN(~Oii:~v'W,~j~G b,~~"'_~"'~::'_"""h ....."""'x:.$ir:.<.~:.n<".~;.i.ilt I ~ Schoel! & W1 Madson, Inc. I E......rla. - S.,.,.,ln, - PII"nir" I.. T..tI., - E..,'rooll1. nlll S.,vlcl. WWW.SCHOEUMAOSON.COM 10580 WAYl.,ATADOULEVARO MlHNEAPOUS. MlN,,*~rA 55305.1525 ~;(952154&7601'F'M: (9521546.9065 ..;;:~ .0:';';;;;: ;;:;o':::''''':;'''~'~~h c~-::::: MARKET STREET STATION .,,-,. ;.;'....=- 7~=::: .-; Ii'iil ii SHEET TITLE CIVIL D ET AILS ~it.Ol....~>::ob."..:.~.tl.,,,,<_:;;:,~,,,,,'i'~~ e PREPARATION i::.l DRAWN BY: BV JOB ,62507-005 CHECKED BY: ."., OCTOBER 3, 2003 RtV1S10HS ....._,.......,..,.....-...~'"""..."...__!.!.r1,"~~~...~l'l<;'l;t := :.;:} -- - ~,f' ;; SHEET # m C4 ~ta.- '"""'""~l...';~.~l;;M CONSULTING PLANNERS LANDSCAPE ARCHITECTS 300 nRST AVENUE NORTH SUITE 210 NINNEAPOUS. IIN 55401 612.339.3300 .. ~ F:";,:~{(",, ,~ r,>~-j~~ ~,"ii"i.''t'' \,(,.:..: "-'1 ,;~ ,-,'~.... r,er:.;;n (2) L<,; j(: r;'", ;~ ~ ei)tK~;E EROSION CONTROL FENCE TYPE 1 EROSION CONTROL FENCE - TYPE 2 J-<~v cr <;leJ. !'l'"",,, 1.0 rtt>o.. Of~ L>u-ou7< boi. 1.5' 10 2.0' inll) Ihe !y()<,1""'" Odes IQ be r.taned 6~ oeio. cyo<l.. EROSION CONTROl FENCE - TYPE .3 Bolon 0<'". to be t~d .;!" 0 !lfon-O.~ro~o.b<. Moter'~l . CITY OF CHANHASSEN 8!lT FEi~JCE ;;~:'l!St.J.2-97. 1-02 0.0.;': ?<.....r=i V-J' ~~0n o."IvVV- ~ 2-97 ~gJ ~ V)f) NEEHNAH-1979-0207 \11TH 2" "'N RISE OR APPROvED EOUAL _ 1.5" BIT. WEAR HOPE OR PRECAST CONCRETE ADJUSTING RINGS 6" THICK CONCRETE COLLAR NOTE: 2-PIECE COvER RISER RINGS ARE NOT ALLOv.l':D. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH 'R-16'2 OR "CI ,J09 AND SHALL INCLUDE SELF SEALING TYPE LIDS STA"PED SANITARY SEWER OR STOR" SEv.l':R AS APPROPRIATE \11TH TWO CONCEALED PICK HOLES ~~x. W_2;}) Al'~j. R~::'GJS AND (1-2" RING \11TH "OR TOR - 0.2') 6" THICK CONCRETE COLLAR [VARIES SEE CHART _ BIT. BASE OR BINDER HOPE OR PRECAST CONCRETE ADJUSTING RINGS BIT. BASE OR BINDER COURSE ADJ. DETAIL v.l':AR COURSE THICKNESS 1.5 2.0 .5" DEP TH OF CAS TlNG SE T BELOW BASE COURSE OR BINDER COURSE 1. 5 0.75 O. 5" COvER RISER SIZE RIS " RI RISE NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/'" TO 1/2' "OR TAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT "ANUFACTURED BY LAD TECH INC. OR APPROvED EOUAL. . CITY OF CHANHASSEN r~1t\NH-OLE CASTING AND A.D"jUSTtJ~a D}=TA~L ;:';;:Yi)tv'I-OO (o,v:::. j'l:i.I:'.'i-<{.' 2-97 2110 ~g J ) 110 NOTES: PL VARIABLE Y1N1Jr.lUM 1 r 10' VARIES I /2" ~OPE PER FT. TOWARD ROAOWA Y CURB TOPSOIl. TYPICAL J J" BllU-WS TYPE 41 v.l':A50055 6" CLASS 5 BASE (100% CRUSHED) COUP ACTED SUBGRAOE PER SOIL ENGiNEER ,. Shoulders to be bodtIi1ed ond restored with 3" of topsoi and re-vegetated with sod or seed / mulch. 2. The controc:tor or deoIdoper sholl supply 0 2 ~or 100% maintenonce bond upon city occeptonce. J. This de toil / spec.ifcotions ore m....imumn requirements. o<ldihot'lol desiqa may be required depending on existing sub-<yode soi COllditions. 4. Bituminous trois moy not be constructed on unsuitable soils. No wO$te matero. block dirt.. ,. 0l'9otMc: soils ollowed. . ;..:t\~':;;'~;;'I-98 . 2-01. i-C2 ..l'lJ ":215 Fit ER FAC;:(~C 6" - t: W~\$HE:O . ;\"'\;(J:C, 1_~ jQ1.':d01 CITY OF CHAIHASSEI 81TU71t1iN.OUS TRAIL ~TC (-'..A'! _1;...::;. 2-97 5216 19.... MF~'~..~i..}:~ CUT OFf 8ERi.~ f() M~N~Ml2E RUNOFF ;R0,~ 5.:-n: ,,;)11::.. r'iL TER r.o..!J:~iC 5hALL FE Ft.-ACED U.':iCLE ;~CC~ TO STOP MUD M1C.~AL(;~~ THf~CU;';H ROC< CITY OF CHANHASSEI ROCK CONSTRUCTiON Ei"JTRf\NCE ta,\.. i'!,,lcr,<. ~;. 2-97 5301 [DAHLGREN' .SHARDLOW' ,ANTI' UBN'f'J 1....CC.\\P<.H<A1.W ~8n.t."'..~,'1">'n'~_/~f_..>tIJ__"Y",1;;' I . Schoell & Madson. Inc, I E.......rl.. . a......,I_, . '.....,.. Soli T..tI., . r..','o.I'II....., a.....le.. WWW_SCHOULou.oSOH.COM 10560 WAY2ATA BouLEVARD MINNE.-.PQUS. M1NNt.$O'T A 55305-15.25 P~ONE (952) 546-7601 'FA~ (952)546-9065 ~....:s.;".: ~:;: ~: ~~~ MARKET STREET STATION ~ ".;:;;;';~.,,:.;'; -"""! :...:.;;: i'.J SHEET TITLE EiJ CIVIL DETAILS "'-1........- ....._.......~_,~.,_..~.. ;",..J,.-&!lo.;.L"'"J::-J m PREPARATION ~ DRAWN BY; BV JOB, 62507-005 CKICXED BY; D.re OCTOBER 3, 200J REVISIONS f;""r,!~~.__,,-...,-, _.r"."~,~.,,i ~~n;,'!~ ,:>JJ!_~.-~ ,~ m ::l ,_.",_.;;!~~,J.~ == SHEET # &Oil C5 Iiw.~k~~~~a CONSULTING PLANNERS LANOSCAPE ARCHITECTS 300 nRST AVENUE NORTH SUITE 210 MINNEAPOUS. MN 55401 612.339.3300