Loading...
S-104 a: '" w CD ~ :J Z ~ (!) z ~ ~ C! 0 " II ~\iI zQl ~~ o~ ~ ~ a: <~ ~ ~ i~~ IS ~ ~ Q~ z . C.9 ~ z~ ~ ~t. ~ o~~ g ~~ 5 Cl. a: w CD ~ :J Z (!) Z ~ o <l. Z a: t2 ::J <t () uj Z a: ~ ~ ~ Cl ~ . ~ ~ z z ~ ~ o Z <5 ~ ~ ~ o <t 8' .- ~ 8 ~ o ..J o I Z 5 Cl. <l. ~ o Ll.. :J <t () uj Z a: ~ ~ ~ =:I ~ . 5 ~ Jj z Z 2 ~ o ~ 0 ~ ~ ~ o W <t If ~ ~ 8 ~ ~ o ...J o I Z ~ The Engineer makes nO warranties on the depth of services shown. They are opproximoteand/or based on contractor's data. Their accuracy is subject to changes caused by grading and surface revisions after measurement. Note: 1 - All hydrants and hydrant valves are tied to the wotermoin with 3/4" tie rods. 2 - Sewer and water services are in some trench where possible. Sewer service typically 3' downstream from water service. Sanitary Sewer 8" PYe Pipe Sanitary Sewer Service 4" ~~ ?;~c Watermain 6 + 8" DIP Watermain Service 1" Copper Pipe Storm Sewer RCP (various sizes) Distances, elevations and ties based on field measurements token after construction. Wye locations supplied by contractors. . Dote: \\ 12.1/&'\ Completed by: I'...~ c.&t\'-' \ I ~.,.. H. ~ 0(1.0 ,. 1 " " ~ crzo ! ~ ! z Q U I) I: I ~ o " "\0'7 . ~z::: ......a ... ~\!t. \& ~l!o.~ ~\O 2.+0-=, 4F\ qo+.o /1 &,~ ' 41' / ,III 4: "f '2.& 1 l-- -- {J,t 1:...~-,u"L2...-f~2 ~ \ 1:\' ~ _e. /~~i . I ......... ~ ",'lit ~ f\ I" ----.~...::.,;;,. ~ 11' I ~ I ~p. I, C-.... [Ii ., .-.~L ~ -~....... ~ 4i;e-,-~ +~. ~"". M ~1;, ~~ ~ ~~ -r;I-: - 1".. &... ~ ~.~ \ I ~~' _ ,___ " ", I ~'-. 1- -1J ~ ... f/. ~ s" - / 40 ~ ~ /'-.>.5'.... I '--'t/'KfO.1 1'2..+\. /' ~f!:l' _"V~e. \ / qD+.O \ / '\ ' .'" H'<DR."'NT> \-/./ '\ . f.. .&t---' ~ \.t ' '\ / .r '2. ':'t. ~\P-tLAP) 6S' 7 SI V , 8"~ ( " 0+'0 '~"""'. \b? NU" ""''(1:>~'' A:T <:J08.JD e.l _~. 0\04.. 'Z..~ 5 4 3 o+_c. Q03.5 0+4'2. 90b.70 :r 6 2 ou~ l.. 0 -r 4 , srMH. ~ C~MH 4- C&MH. 5 I / C~.~ V' /'"..."IN'~_O" ulU<.P. ~o~ .-lS ~.Q~ .40-- .. I 1 q,~.~o ~. ..-:.be.- \~."4' , ".~. qO~~ ~..14', ...0...." 1 ~.~, '" -, v -, , , '.-l.. Wll...f)." ~J\! ~J\ ;LJ~~~~o' I ""'lI' ~ " .I. ~ :00.... ,0 lr:w...... , /0 Lr- ~........... ~ ~ 1ONol.~..""EIL 2D?:"'",'_Lj'O '.L"~)i .. .... ... !'I/~,~r"{J~ ~~ rf : Ic"r, r ~ ((: z ~ o , &.05 , e.!I\ '~ , \'1. ~~ I ','S .~~ , o. -;to 2'L1.+ \f&" ~~ @ ;,..... . ...... 0: ~l-F- ' '- J , ~ <t ~ ;:;; 5' J \ ~ I ~l-r- ,~p \C17.S@ 7-- ~ o.~ ~: , . '- '" I / ~I 11lr~ .. II"~_ LF- \16 ~c:..P 2. c.'1. ~p-~ <V a.(..~ " " o. s ~ ~-~ J' ~ 1J , ~~ o 4 ~~ , .. b M\-\~ S ~~C?.....L.............,. ,'. ..., ..... '..... ......, .. ......... ,- ~,\~. ~\1...~ ~. \ ~ ."l.~ - . . . . ......................................... . . . . : , \ ,.4\ I ,o.~~ , eq.~ ~l-F ~ "6e.W'" o. ~Z-J <t ~ lr ::J <t () uj ~ ~ ~ ~ ~ ~ o ! · 5 ~ m Z Z ~ f ~ ~ l!; a; ~ ~ ~ ~ g 8 ~ ~ o ...J o r ~ ~~....!.............................i.................."......,'.i,.."..".,.,...,...",., I ! I : : : I I I !,-:\o : : : : . ... .......r..................... ...r.................... ...... .,............ ....... ..... .... .j..... , :::: " I', ., I I I : J ~i ~. ~ $"i,: o' : o j r ; ---- . . r' . THE LCCATIO-fS a: EXISTIN:i UTILITIES St-aN ARE St-aN IN AN APPROXIUA.TE WAY O-fl.y. iHJ: caHJUCT~ SHAlL BE RES~SIBlE F~ lOCATHG >>D PROTECTItG AlL \ EXISTING UTILITIES. HE AGREES TO BE FUllY RESPONSIBLE FOR ANY AND All ~S ARISING OUT Of HIS FAILURE TO PROPERLY lOCATE AND/~ PRESERVE THEM. I , ~ I-F- \S" ~p @ , \ ~b.S : M~ , H M" 4- M\-\ . I b , I I 2 0.50 qO~.5" CON~e.c." INTO , -JS' EXI~T'NCa ~\-l. 5& ...A. ( ~/~-..... -... -:- . -: ~cA _I:.:----- / .- '. . I --.-::....:~.......... ~ \ ' .. ~ _10 -...~.::::- N~" ,.~ ~, \ """'-1.-: - >____ ~ l, ..\~....\ ~ -. --u.. ~ )0 1':> CV ~~ ,,\ -.-j~ \ ;. ). - -- -- ~ ........-:;: --.... '" iC&Mi~lf _,~ _ &'~)I ~ ~ ~ I . -.: .a I r ~)/ V# \ ..... ~ lc..oNNE.CT IN'lD I . j ~-~. ~............... ,;'l ';......" / ~ e..x16-n~ wtw\.. : '"''' - t( 6,.5 /. · - - "),0 co. 0.'5' ~ T_~_ I _ t- ~ L"~ .~ 'tD4.S \I .. ~2> - I 1~ './ J e......,.,n:;) , 87' . L n \ f." VA l-Vs. I s~~~~ ~ ~\~~ c.e.._ I ~wO /_ - ~ \ ~1~--- ~ I~ 3~1~ I.:., III I ,. ~""" . S QOl &0 ,~~ ~ . c."eE.:--~.A I J - tn ,,"~ < I "./ {II iP oc;; ~._-:?fi!t[ ~r .~s; " f+ ~ ~ G'" ~ : ~ (0' -.;;::: ~ -f - ~ ~~ ~ -4C.~ ~__ \ '" l' 0' ~ -- ~781 v-- -~- - 0 O+bb "J.S h.."\. Q02. 30 . , / J --,' - -~ 4\ ' 2.6>> ~ .-. - ... 0" ~"(O~ANT 10" \J.o..L-vE. ~ 0.\1& QO,./O TYPICA.L. ~ ~we.L 4. p\ (. WA""I1i:.IL \" U. PPE,& ~ \ :.. ij I l I ~ ~,O ~, ~<.J ~Q q; tf~ ~~ 0'5 ~ ,..~ ~~ ~ ~~ ~ ,,~ fv~ C:J~ ------ / 50 0 50 ~ 1]1 SCALE IN FEET 100 1 5 PROVIDE OW ERLAND SWALE FOR EMERGENCY STORM WA~~R SITUATION. WATER WOU D POND TO 910.0 BEFORE SWALE IS INUSE. 4 o..~ 905.00 Ct;IV\:I"OP N~ EA....a.v. ClIS.'7'- -f o..~'- Cf02.40 3 / V RECORD PLAN 11/21/8~ \00 vl- ~ - 1.41 - \00 ve... tk.+"~ -z.oO ,,(.. ~~ - \.'b1 ~ III ) \! 11 o ~ v\ , q ...J J -J ,~ () o ~i Q , ~ :~~, : , o o ~ 0-,," ..'!'I~ ylil a'la. I~ I ( 1 , : , {E)(.lb~Nc:;. · 6o.....oa. ~----- ~ ..... ,--- , _...r--;...., ---~ ",' - ,'..', -... ,., ...........~: '" : 'I- 6 ' ....' .00" -.... : .....0 ,: , ....... : , r--.. . ...... 1"6~~..' ~ " .' 1"---........ ~ 0.' ~ ./ j q '2.0 ;..~..~..~................:........... -- . ------=; III 2 ~ ] ! ~ ..".............................L,~,\Q.... \. : tl ~. 21 :> ~"......,................L~.. -/ .~i"""", _ ..-r' ~--~.,. -- - -~. -"* ,,/ : "~',.., "'. 10-": " (' v: .. .._, .. , ... ..... -- ..---~-~ -- . ~~ //::~~:------- /' ...----- ~~ "......... ........", ...... o ~ r;' (f" " ). 4,SWEETWATER CURVEI ... '..:;, .. f' ..., -- -. ~- o - o f' .0: /"'. .' ;. ~ .I - ~ t!J ..; rr tI): ,^: o' ,.:: ~ , o rJ" r- 0- $ i'~ tOri) .' ,Il i. ~~ cr (" I~ - fr 0 i. r- r: ~ !,. ! ,. fT r ~ ~ iJ ! cr r ~. ~ j !riJr ri;' i ~, ~ ~ ~ g 9' Q IT' cr r (J" ~: ~! ~ .9 ~; r: o 0 ., Q - - cr cr ~ 4 <f o o tJi 4J'" - - -t ... ~ f ~ ~. C + M~. "2 solve, M... .. o:z.& I 1Jt. ill Z.lo l'I !l. t ... \ lit j ~ + ~ \C\ &I) ~l ~ r- , UJ. ... . , .......................................1~.., 1.P :... , ;: FINK-HED , 6V Ar-C ~ \"7.,4- .q.r-';'6sS-' , ~, fj ~ ! ~ ! .t. ....[ , . .~ .enN(lla ~".oa --V ! . --.... : : .... +2.oh 'C' "'~_:_ L..~p.,-;-:c~~z.='........l~. S . V" : , 3 ...J...........~ ............~.............. ..............1... .......... ...........rJ .............. .............. _...........................1.~~... lL: ': : 'f'! I o : III: : ((0 . ! : A: :' Ii- .. j ~ 1 ~ ~ 1 ~ i 1 ,~1 1 >: I 1 '.,'.."_.._,.,,.,.,...... ......1.,.........,." ............1.............................1.............. ...........~ ............. .............. ............................I.~Q" : :: : : : i : . . . r. f ! # ~ ~~! ~gj.!.~ 'd ~' , ~..,',~ ' ' , y - j -. ol i ~ ,,110 .... 'j.,......' ~ .' ;:1 <ri !! v...... .,'" (f Q I tJ" " i i .." , .. " .... , ~ '2 ~ J 0 '!J " t ~ SWEETWATER COURT! ql!o.4~ ~IJ,." . ;....--- q :!,to' i &.1 s' (:\".7 a-WMl ~L.p. I 8.~L@O.4. 'l 1~-,,~.47 ' -- - '.' . I ,.~, ~.,,~ : I \\.,4- ~' ,.' LI..... \ j ...... ...... .................. ................ ",I", ....' .... ................, :... !U 1~ ji "Z'J. ~ M~. f. ~ t + ~ M~. 4 ~' , , . 4:1\\15.... : "\e. ~~ r ~, '" ,.." .." ,.~-- , , \4.~' \4. \~. ~o4l\ .'5S · "\ 0,,\. &.~ , "I ' f le,z.~... , , : , I , j '1-..... ,............,.......... :.... , 4llt .40 , 4.~' . ......... I~..~.MW? s' 1Ll6aa. 4........ r' \cC\'Zl :'2. ,( ~L..F, '0. ~ - . - -,d. O.4-<<}Io , \5&.~ : ~l-F- ~"6e.~ft)O..../. j' , .. ...., : I . . . '......................".:..""............,..,......:........-...................+,, : , ; : . , . it: i : 1: : , . ~ l :- : :.. l": : . . . . . . : : q-' : : ( . . . . . . : : : . . . : .................. ....................... . . . . . . ~J ~~ * ~~t I HEREBY CERTIFY THAT THIS PlAN OR SP~CIFICATlON WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE lAWS OF THE STATE OF MINNESOTA. ~ 2:V~ ('-'1-f3S REG. NO. /)".2.81 DATE R.VI.IONS .V lZ2JllCAo % ~ lo\'Z.l~ M.S . 0 0 . 0 G 0 I (D Z ..... ~ - . .. I- .. at C? en It) It) - :) i. 2 0 ~ CJ .... ~ N a: >- ~ W ~ In . I >- W ~ ~ a: ~ :I: 0 i l- X c( ~ en CD 0 .. O~S f(,' ~ -- lo.... ct' .. ~ 4 f, J 4 .... ~ \ '~l '~H '\ ~ - +,10 "3 l 0( :. - z - = Z =>> C) Z:E c( -Ja::zg~ Do. c:c e II: fil ~ LLlI-= ~ d zEi I' ~ ~ I-I:Iu8 ~.c:cc:c ui ~ I- a:::ci~ ~ LLll-m~ a:1-~z t;; = I- ca IU Z 11.1 ::I . == -' en . u :I z a. - I- ,. J J , f" ~' ,t ,~ t . " ",..t '\' ..'.. . ' '"'t (.._ '"A ) " . '" .(, ..." f ; t . DRAWN MAS I CM.CIC.... I ~'P DAT. ~ l q \ ~C\ I ... " ~l"L. .'~~I V~\. l'~ 16' ~O. NO. .. > 51,00-735 " ~.. ~ .OOIC I " , ....n 2.\ lit 1045 ~>. OP ....IIT. e ... , ~ , "" .. ~