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S-110 (!) z ~ '" ~ ~ ~ Q I~ :J ~ Z ~ ~ I ~ I 1St ~ ~ ~ ~ I ! I o 0 J (,) a' I o ...J o ~ I I I , <l: ~ fr ~ (,) ~ II: ., > <[ 3 g; ~ i . ~ I ~ ~ I ~ ~ ; ~ ~ I 8 ~ f o ...J o I Z ~ I I <l: ~ fr a: ~ ~Q '\~ II: JI "'. >~~ .:::::.. g; ..... ! ~~ 0.:.;: (!)~ ~Z::Jr Z~..~~~ ~~ \la;~1 ~~"~il 1S~l\ ; \.. a: w CD ~ :J Z r I I I s ~ fr :::; <l: (,) W ~ II: ~ > <[ - g; Ie '" o ! . I : ':l '4 CASTINGS SHALL BE /' /~ /' / ./ L EXISTING 20' DRAINAGE EASEMENT /" /" /' NEENAH R -1642 WITH TYPE II B" LID ,'-," -..' . :,"". J'..' ...~i:.~: .s;: .- . o. .". . :;:.. .::. Precast Type II Cretex Cover or Approved Equal 211 Adjusting Rings as needed 2 Min. - 4 Ma.. set in full bed of mortar 6'- Precast Reinforced Ccn=rete Manhole, AST:-t C-O:78 20' DRAINAGE EASEMENT TYPICAL ALL LOT LINES ........ .....r NOTE: RESTORE ALL DISTURBED WITH SEED a MULCH 20/. TO P/L ,:' ..... TOP OF BAFFLE z 967.00 6" TOP S" PVC M .... .; ~. '. .~ .~"J TREATED BOARDS ,\:': . :/j ';':"1 .~:.:::i , ',:~~ I ..., ;T1 \\ :"'l '\ :;~JI ~ i" ....., <~:AI ~ ~~:':~I H .~::.~~: ..... G1 0::: ,-- ,,/-'~, ,,~~ '"2 ~ ('0, J( ^" .<..... . " \, I, I I ! I I I . INLET a OUTLET INVERTS z 96<4.87 INV. 954.67 (<"1 ~ "'''~- L~ \. !f.- , SERVICE INV. DETAIL ~T MH. 2 I I I 3 46' ~,I I SERVICE INV. ~ 961.24 \ ---..... / "~ ~ 3 (6' DIAM. SUMP MANHOLE) " ....... - - .;,:,"",\: (SEE DETAIL THIS SHEET, LEFT) .\ ....... \ - - -....-44' \ /' \ ,/ , '\ <i^ '(.i.') -+ NOTE: PRIOR TO ANY HOME CONSTRUCTION, SEWER INV. TO BE FIELD VERIFIED '-- N5 ~ il 12" EW ~ C O~ J'oO/Vn~' ~u)- .,() ~ .iC' ~&. ~/a /~ C'J' ~ <() 1:> J': ~4 S'~4~)- '"/~.s~ ~()~~'Yo~ q.,i-'~' CONSTRUCT MANHOLE OYER EXISTING SANITARY SEWER 61 DIAMETER 125' ~ I \ / \ / , ,/ , .... " '" ...TELE. B()( 32' 6 II PVC SE~ER SERVICE TY PICAL/ AL~ \ LOTS / , / " /' '\ ...- , " 48' ~ SERVICE INV. I " ,958. 76 _ _ - .- -- :' 1 0',/ / CIRCLE 811 PYC SANITARY SEWER PEACH - --~ SERVICE INV. 958.42 '\ , \ , \ '\ \ '\ I \ I \ \~ \ 77' \ // \ / / V 66' M.H.3 I / I I I 4 , " INV. ./.... I ./ '" / ....... I / " \ / " '/ SERVICE I NV. ~, 114' 959,10 NSP \ \ ..., I " I .. 64.5' .....OTELE, BOX ..... ,,- ;' ;' \"~ , '\;: \ '\ \ \ , \ \I / ~ / \ 68' / \ I \ I \ I NOTE: NEW HOME HOOKED J,' uP TO THIS SERVICE '4 ::-]" L's, Se=~re:3 to Con=. - S;jac~L'.; For Easy ?~~oval of Ba::l~ SUMP TYPE MANHOLE 7 5 6 ... NOTE: PRIOR SEWER INV. ANY HOME CONSTRUCTION, BE FIELD VERIFIED SANITARY ................STORMm..$EWER..........................!............%..im..............J................m......................................................................................,........................+m.................!...............................m...........im........T.....................mmmm................ . . . . . . . " , . . . . . . . . . . . .. .... . . . . . . . .... .... . . . . . . . . . ., . . . . . . . N ".. ,', " 1 ; :j 1 :t . I ; ; ~ N ~ ; ; ': j ~ ~:' ~ -: ~ '"" :. ': j :: ~ ~: t-=~: '-: : '. ; ;..;. PR?POSED lINISHED. GRADE . 1Il . . lIl; lIlU; U ! : I 970 ..% ...... ... m .... ...........m ...; ..mm ..........mmm970;mm .......... r€ 96tl62(;......m ..mtC968A4~m .............. TC96869' ;.. TC 9isS75iCiJ6i79tC$6832m;: ... '.. ..... ~ ~ ~ : . ~ .: . - ttJ R C APR :; :: : : 1 (2 6 ,.. 12" RCP 0 51 QJ W/GUARD ,; . : : " JO a ~IPRAP-. .' . : INV. 964.95 :, : , , , . INV.965.02' I~V. 9~5.48 : "~ ; 1 ' ,~ ~ i IN~. 963 .19 I~V. 964.41 ~ ~~V4.40 j ~ i "-t 5 2'- (211 R.$.p. '~6Q ",'. .............."", "'...,,, ....""".."".........'...: ......._,,960....,.!...........................":._............., ,..,.......-r............................,............,',.,............~...., .::........'....'...".!............................-;-................'..........-;-.'..........................1 ............................ f:.............'INV:.'~4.'.98'..' .........!............"......."......:.'(ZI).,..O~',88..'roi............................-;-......,.9,. ... ....., ~ :' ~: j~ , ~ BOTTOM 9;60.58 : 7'-1511 RCPj ~ ~ : :: : : ' :...... 0 57 OJ : : : . ~ i ~ ~ ~IN' TO i i : ::: 1 II . :; ; : :'::: ' : ': :' "~ ': ,~ ' '" ~, ; 112 -15 ft. c, P (t) o. ~ 2 'rC) " ,~ :,' ~ "......,., T.e.., % 8,. 8,3.",. ...".' 9,7,0...... ~:...................,.....,.. .... ...... ...........,.,....j .....~........... .........'.:.~......... .............. .....,:.,......... ............... ...1..... ........................ .j........... ....... ....:..... .1.... .........:.........:... ...~................... ....... ...~.........., ...... .......... ...1.... ........ ...:......:..... :l........:........... ....... ..1....... ...11.... ............ .~..... ............... .........l........... ...... ...........:j.........:.................:.j:..::.:.....~:.....:~........j.........................,.., · r i;!:. I . 1 ! ; .. ; 21-18 RCP.:@0.04%.. '1 .. ...... i. '.J INV.. 958.62 ; , i ~i . ; t ; .! . . .J .r ... . ... "i . . ; . . . 'f . PROPOSED, FINiSHED GRAbE .,,' L . ' "J, ",', "..,::L:::"...... "~ ... 950 .....L... ....... ... . .. ........ ................ .. .........lw97.0rm..............mmml.www...T..................;....TC..~6K.I.f.......t...... .ww..r..ww....Jw...m.r..w...:.......r..:.........t...w..y.....::.............m..f.....:....:....w.!..97.0...... :: : all R C: APRON W/GUARO ;:: ' ":''':'' ' ':' ..' ': ' '" ": '. . I ... --. .. .... ,',' ,.,..' " . ,.. , ..,." ........ ,..., ...... _ ,., ,.."....... . : j . j a RIP~AP (NY ~65.85 ; ~24 ~.c_ APRpN W/GUAR9 a ~IPRAP1,:.::::' Y::j: ."1' ,'..' , ,'," ' L.m..L960L......mJ.......:.mm;m....l.w... ~~a~:;:~~\.....,,~"...~6.~:~~.L.L...........l.w......i.....................:...............l...960.. : ;; , : ' " ':" "'; : '; : ......'= 122' 24u ReR' ca 0 20% :: .., " ""....: ..""",'...... ": ".......', ': · ...".. I . I i I. I! Ii 24~18,,1~.cp. @ o.b~~. ! . .'RECORDL Pl...~Nl .. : : ' f' ; L ':....... ........... 'T.............. : N'OIE> ALL' REINFORCEO"CONCRETft PI'PE U'SED FOR: STORM:SE'WER"$HALL" B~.....CL..]L...l.......................T'.............., '..i'..............:...:.:.::L..,.., "",..",.." w.m'.....m....lw....w...m. :............. ........w..., i,m.......;mm...'.w.w.........:m..........J.................. ..............w....wJ:::.w::w..I...:..ww.....t...:.......:........J.L..::.....::w.J...:::w.......m.J.....ww.......:m.i..:.~..............:.:..L.:::.w:......:..:..L::...:.:..............l...w......:::.:......l.....................i.._::::.m.C....wI....w.......;..i]!.::::...;;;;....m:I~.:.::u..wJ...~w.w..... SEWER li:: W ~ UJ ~ <, o (l) ..... 980........:. N :rt') "........:x..'................ 980, ::E - i ~ I ~ ",970......,:............... . . ........................................... , . TC 971. 55 rPROPOSED : FINISHED GRADE TC 970.89 .....,960... '{).44%. 374" 811 "PV " ..... J321- 811PVC 0.73 % INV. 956.97 .,...950.... I NV E. 956.00 INV. N. 8 S. 954.89 ..........................c.:.................. .... . . . . ............................................................................................................................-...... ENGINEER CE RTI FICA TlON DESIGN REVISIONS OWNER PROJ ECT SHEET TITLE DATE PROJ ECT NO. DESIGNED BY DATE DESCRIPTION WILLIAM R. ENGELHARDT ASSOCIATES, INC. CONSUL lING ENGINEERS 1107 HAZELTINE BOULEVARD. SUITE 480 CHASKA. MINNESOTA 55318 I HEREBY CERTifY THAT THIS PlAN, SPECifICATION OR REPORT WAS PRE PARED By ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DUL Y REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS Of THE STATE OF MINNESOTA AUGUST 1988 SCALE s - /-~, ])F~7C 5k.N.i&i1t..' fIAt. oSJ,.."p t"VWIbtr T .,. A . p,. f7C1"1O ~'Z~ ... bwkf"16td. .s-" 1'111 ~L 88-52-31 5'- /~ - g<j DRAWN BY: STRICKLAND VENTURES II SANITARY SEWER STRAWBERRY FIELD ; ,( ;~L(...J. / / ;;O! 6 REGISTRATION NO SHEET NO. PLAN: I" = 50. PROFILE: 1"= 101 VERT.: _ __ 110 5 o/.A.('~:. '-- DATI/i; ; CHECKED BY: ca ... i III = 501 HORIZ.:, __ /