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<br />i <br />I <br />j <br />I <br />I <br />I <br />I <br />II <br />I <br />8 <br />il <br />~~ <br /> <br />- <br /> <br />h <br /> <br />5' MErAL OR 2"1I2"WOOD FENCE POST <br /> <br />- <br />----- <br />"- <br />- <br /> <br />GE01EXJU.E WITH NEf <br />EIACI<INC ______ <br /> <br />III ~-- <br />III ~rJ <br />1117 <br />BACKFIU. ~; .... _ ~ .-/'!1 <br />-'<'-':;,"i~;;';;\:~11L <br /> <br />A j~1I I~ <br /> <br />s" ...~ IJJ <br />NOfE: -PRrASSEMBI..ED SILT FENCE SHALL CONFl)IlM TO <br />IINIlOT 3888. 1YPE B3 OR EQUIVALENT. <br />-FENCING SHALL BE PlACED AS SHOWN ON 1HE PlANS <br />OR AS D!IlB:IED BV' ENGINEER. <br /> <br />GEOTEXlU.E TO <br />OVERLAP 1HROlIGH <br />1RENCH. <br /> <br />SILT FENCE <br /> <br />DESIllNED DRAWN <br />PIolW <br /> <br />NO. DA 1t BY <br /> <br />CHECKED <br />PIolW <br /> <br />DESCRIPTION OF REVISIONS <br /> <br />~~~ <br />~ ~/!1 ~~ <br />If' If' II" <br />.::-.. II" ~_ IIf' ~_ 24.~_ <br />I'IPo L = '-;m;- = ~fIb:" ::::. -;m:;'" <br />(lft.) (R.) ClI.Yd. Cu.Yd. ClI.Yd. ClI.Yd. ClI.Yd. ClI.Yd. <br />12 8 2.8 1.4 4.1 2.1 U 2.8 <br />15 8 2.8 1.5 u 2.2 5.8 2.8 <br />IS 10 3.8 2.0 5.8 3.D 7.8 3.8 <br />21 10 4.2 2.1 U ;U 11.4 4.2 <br />24 12 U 2.8 U 4.2 11.0 l1..li <br />2:J 12 5.8 2.8 11.7 U 11.8 l1..li <br />30 14 7.3 3.7 10.8 l1..li I4JI 7.3 <br />3lI 18 IL2 U 1:J.8 IL8 lU IL2 <br />:I~l~ H l~ ~ ~Hl~ <br /> <br />TABLE OF' QUANITIES <br />_ AT RCP-A lIUIlEIS .. IllIllES 01 _ _ WIIllII <br />aa.. I aa.. III aa.. IV <br />dlllf'll" dGlf"ll. d Wll" <br /> <br />!!pant! 9. 1':'-:;' IIf' ~ llf' I o:.:u. <br />PIpe L = 1m:-' = ~ :.= ~ <br />(R.) ClI.Yd. ClI.Yd. CliYd. ClI.Yd. CliYd. ClI.Yd. <br />22 to 3.8 2.0 IL8 3.D 7.8 3.8 <br />28 12 IL5 2.8 IL2 4.1 10.8 l1..li <br />3lI 14 7.2 :J.8 ID.8 11.4 IU 7.2 <br />43 18 9.2 4.8 13.7 IL8 IU 8.2 <br />51 18 10.8 U IU IL2 21.7 10.8 <br />89 20 12.7 8.4 19.D 9.5 28.4 12.7 <br />==-:":.~"t:: =- and <br /> <br />~ <br />=--(} . ~ "... <br />sa:IIIII IHI <br /> <br />1/2" MORTAR ON 0l1TSIDE. <br />BE1WEEN RINGS, CASTING " <br />CATCH IIASIN. F1NJSIt <br />SMOOTH ON 1NSlDE._~ <br />NO MORTAR ON ~~ '\ <br />\.J <br /> <br />REMOVE CURB <br />BOX BOLlS 1 <br /> <br />RINGS (3 M1N~ 1.0' <br />l!AX. at RINGS " <br />MORTAR). <br /> <br />(~ <br /> <br />or <br /> <br />, .. r::B <br />~ <br /> <br />.:~~~.r:h.:~ ~:~ <br /> <br />"!NFl-SHIELD" SEAL <br />OR EQUAL. <br /> <br />" <br />L <br /> <br />,"' <br />.:.:~ <br />}~: <br />.~~: <br />~~:~ <br />Il~"' <br />:.:r- <br />1J~ <br />~ <br /> <br />" <br />J <br /> <br />El <br />~ <br /> <br />I f~:~~:::- <br /> <br />. . ....: <br />CD Co! ,.~ <br />- 0 .t.;. <br />. = ~~.. CEMENT MORTAR <br />.~. <br />n. =::j; PRECAST BASE <br />. .. ...~ ~T. ~ THf~ <br />r: ;::. ~:~:~"i.-::.a:;.~ii~~1:'1: .~...~ 48" fI- <br /> <br />~ I I I 54'- OT 8 <br />4" . VAR.. IIllS" 10 <br />_ (4' MIN.) 120 12 <br /> <br />. VARIABLE . <br /> <br />6> <br /> <br />or I """rqpIJDCCIJC <br /> '~LB I <br /> L <br /> - <br /> <br />VAR. I <br />(15" IIIN.) I <br /> <br />I ~ ----n <br /> <br />r1#~ <br /> <br />---\ill" <br />sa:. _ <br /> <br />(!)Far pIpoo .- .. equoIll> :!O". aD 1.8'. <br />(!)n.o _. at IIllI _ ...,. _ goatmIIIe <br />__-._llarlbo_--- <br />:::-0:= ~lbo-=--':; ':t-=. cr:...1IIo <br />~_T'___.,_ <br /> <br />NO _ SIW.I. BE WED FOR _ c:IlSI1NG; CEIoIENf _ ONLY. <br />CASr IRON FIlIlIIE "" llIlA1E CIlSIINIIS PER SI'ECIFICIl1D5. <br />IIIlNHOl.E SIEPS SIW.I. BE CASrlROH, IlLIJlIINlJ>> OR SIEB. REIIIfllRCEI) P\ASIIC PER <br />ASnI 1:47IL LllCATIllN SIW.I. BE /IS NlIIEIl IN THE SPECIFICA11llNS <br />PRECASr REINRlRCEIl ClINCREIE BASE SlAB "" ClMR SlAB PER ASnI 1:478, <br />PRECASr REINRlRCEIl ClINCREIE IIIlNHOl.E SEClIDIIS PER ASnI 1:47IL <br />OR If' CONCREIE lIIlNHllLE BUlCIC IIIlH 1/2" _ EXIERIllIL <br />FURNISIl PRECASr CONCREIE I/IlNHllLE SEClIDIIS IIIlH CHlOIll 0Il5KEI1i "" <br />UIIIRIl:IlN1' EXCEP1' /IS OTHERWISE SPECIf1ED. <br />FlU. OPENING BEIWEEN PIPE AND IlIlNHOLE WIlLI. IIIlH CEIoIENf lIORlIlR. <br />IIlSIIlE SURFACE SIW.I. BE FINISHED SIIOO1Il. <br />. ~~~..m:~~U~~~DErAIL <br /> <br />RIPRAP AT RCP OUTLETS <br /> <br /> \ <br />. .....,. --. . <br /> It ). - <br />. I .~~ <br />--' <br />I \ / . . <br />af PIAN <br /> <br />:--- <br />........... <br /> <br />PlACE 4" OF' I" <br />(WASHED ROCK OVER <br />1YPE 1 FILlER FABRIC <br /> <br />.. 0.00;-0 <br />.OVO.O!O!O!O!~... <br />OOOOO!;:!~ DO" <br />_":00 01 <br />w V 0.0 O..O-&~~ -( O:G <br />"lgXg 00005000000 gO::=:;:I, <br /> <br />-...., <br /> <br />= <br /> <br />SECTION <br /> <br />\" STORM SEWER <br />OPEN THROAT""",""\ \ INLET <br />1.\\. "., <br /> <br />NOlE: <br />PlACE 2 [A.-2"X 2" WOOD STAKES OR REINFORCING BARS IN <br />E'ACIf BALE. EMEDllED IN 1HE GROUND 1 rr IIINJMUM. <br /> <br />eAL.E CHECK FOR STORM SEWER INLET <br /> <br />I HEREIIl' CERIIF\' 1IfIlT 1HIS PIAN WAS PREPARED <br />BY lIE OR UNDER lIT DIRECr SUPER\IISIDII AND 1HAT <br />I III A IlULY UCDlSED ........~~ I!NGINmI <br />OF THE :rES <br />-.,,~~ .- <br />~~ uc. NO. 23381 <br /> <br />TKDA <br /> <br />ENGINEERS. ARCHITECTS. PLANNERS <br /> <br />CATCH eASlN/MANHOLE, 1YPE 406 <br /> <br />REMOVE CURB (.RINGS (3 IIIN., 1.0' <br />BOX BOLTS --. po, MAX. OF RINGS <br />"' r ~, AND MORTAR). <br /> <br /> <br />-::E~" ~......~IJ ~ B~ <br /> <br />\~ :J . 2T ~:ri SMOOTH ON INSID~ <br /> <br />~ l '\ :""""'''' <br />'A ~ I ---l: 'v MORTAR <br />(IS" IIIN.) !\ (( . ., <br />l~-+~ . '" '._ .~~~~ <br />~~'Yoo"; ......":.J\:~4'.!i..:,.~...-~.. ,.t1'f~' '~j' <br />6- PRECAST .,~ ~~~,j.:~:!.:!;;~~~;t;':A-:r!::1-~~'":~. <br />CONe. BASE .'''' .lI_"... .......,. \f'~'.J.O_~ ~ . oJ <br /> <br />RINGS (3 MIN.. 1.0' MAX. <br />OF' RINCs It MORTAR). <br /> <br />~RrAR ON 0l1TSIDE. <br />RINGS, CASJlNG It <br />YANHOLE. FINISH SlolOOTH <br />ON 1HE INSIDE. <br />NO IolORTAR ON INSIDE. <br /> <br />"lNFl-SHIEl.D" SfAl. <br />OR EQUAL. <br /> <br />I <br /> <br />I~ <br /> <br />4'-0" <br /> <br />PRECASJ' COYER SlAB ............ <br />(IYPE 2) ......... ~,,'i;l1;':''''''~ 2T ~ <br />...~..u:,...~ ~ <br />i .~ VAR. ~~ <br />~ \.l~ :. <br />2 STRIPS IlIl\JYASIIC ,:. 1 : <br />SfAl. ON SlAB .-t TO::: '. <br />~~' :~ :vx~~~D~if: <br />YH SlAB : ;,rof~ ;jO~:;_' <br />DIA. THICICNESS <br />I <br />54 _1M" R' <br />1l11f" 10 <br />120 12"" <br /> <br />iD <br /> <br />~ <br /> <br />~ <br />~ <br /> <br />Ii:..'!;.':"'ll"~::~:~;~:'+''t.-l',.~~, ':lft <br />~~'J.< 'bi~:r~~;i.iJ'.;.A .tJ::i.:.~~ ~ <br /> <br />NO IlOOII SIW.I. BE USED FOR AD.IIlSIlNll CASIINO; CEIIENT lIORTllR OllLY. <br />CASr IRON C4TCH IIASIN FIlIlIIE "" COVER CIlSIINllS PER SPECIfIl:AnDNS. <br /> <br />NO _ SIW.I. BE WED RR __ rAllIIIIlI: CDIEIIJ _ ONLY, <br />CASr IRON IINGtIIII: FIlIlIIE "" ClMR /IS PER _ <br /> <br />~:~~~:=:~PIASIIC <br /> <br />PRmISI' _ CONCREIE I/IlNHllLE SB:IIlIIIS . _ Il\A8 PER ASnI CQB. <br />F\IRNISH PRECASr IIIlIIHIU SECIIlNS _ CHlIIID _ . I.IIIIIlICIIII' EXCEPI' <br />/IS__ <br />" Ir III ,r _ SB:IIllII SIW.I. BE IIISrAlLED lINDER 1lIE CONE <br />WIlEIlMII POSSIIIlI. <br />FlU. _ IIEIlIEEN PIPE "" IDl lIALL _ CDIEIIJ -. <br />IIISIIIE _ SIW.I. BE FDIISHED SIllllI1II. <br /> <br />PRECASr REIIIFDRl:ED CllNCREIE CONE SECIJDN "" PRmISI' BASE PER ASnI C47IL <br />FlU. 0PEIIlNll BEIWEEN PIP[ AND IIANHOU: WIlLI. IIIlH CEIoIENf _ <br />INSIDE SURFACE SIW.I. BE FINISHED SIIOO1H. <br />. IIINIIAJII PIPE ClMR c:AN BE BEDlJCED FROII 4' TO 7:-1f' IIIlH <br />INSTAUA110N Of' PERFOllIl1EIl PIP[ DRAIN PER "GRANulAR SUSClIT AND <br />PERFllRA1ED PIPE DIlIlIN" DErAIL <br /> <br />CATCH BASIN. 1YPE 402 <br /> <br />SI'ORM SEWER MANHOLE, lYPE 409 <br /> <br />TOL 1Z, KING, DUVAlL. ANDERSON <br />AND ASSOCIATES INCORPORATED <br /> <br />21ST ::iIKUoI <br />S1REET AND STORM IMPROVMENlS <br /> <br />STORM SEYtm 1& <br />EROSION CONTROL DETAILS <br /> <br />CllIlIIISSIllN NO. <br /> <br />1288801 <br /> <br />SAINT PAUl, IIINNESOTA UNO LAKES <br /> <br />MINNESOTA <br /> <br />SHEEr NO. 5 OF 13 SHEETS <br />