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S-090 C! w CD ~ ~ :::J Z (!) ~ z ~ \l' C! 0 a:. ~~ ~... -~ i~ olt ffil m~ ~~ :::J z~ l'J~ _ Z!i ~ ~{ Q a:... 4111. o~ ~ . \l a: w aJ ~ :::J Z (!) Z ~ a: o ~ ~ ~ :J ~ () ~ a: ~ :; ~ ~ !I ~ ~ . II: ~ ~ i Z ~ .f g Z 3 ~ ~ i ~ i 8 ~ ~ 9 o J: ~ I C3 w ~ a: ~ ~ ~ ;; - ~ ! . ~ i z ~ " ~ ~ ~ 15 ffi ~ B: ~ ~ 8 ~ ~\ o ...J o I Z 5 a. <l. ~ k ~ I :J ~ U u.i ~ ~ M! ~ ~ ~ o ~ · ffi ~ z ~ ~ o ~ - - 3 ~ >- IJ: II! ~ ~ ~ ~ 8 ~ ~ 9 o J: ~ a. ; :J C3 w ~ a: ~ ~ - "- o . a: ~ Z ~ o ~ ~ ~ i ~ ffi ~ o ~ i () It' r o ...J o r z :3 a. I I I . ~ " , . . . ! . ! ! J .. I- , ~ .. '" . / WYE-0+08 STUB-893.0 WYE-Ot45 STUB- 892.5 I 2 60,5 " 19435 WYE-I....55'" STUB7899.2 " 4.5' / , ' 18 174.0 , 9 , , f\._ __'_ ' 34 0',/ \ -r - , .,,,, , ' J,.... I A... \ / 155.0 46.5 " I - WYE- 1+65 STUB- 891.1 HYDRANT 6" GATE VALVE 6x6x6"TEE WYE-3+50 STUB- 902.5 - 3 WYE- It05 STUB- 887.5 6" PLUG HYDRANT 6" GATE VALVE Slx6" TEE 2 WYE-2t90 STUB-902.5 WYE-2t20 STUB- 900.8 ~ WYE - Ot25 STUB- 902.9 15 WYE-Ot55 STUB- 893.7 WYE- Ot95 STUB- 890.0 WYE- 1+80 STUB-888.5 - ... /0 1-1/16 BEND -1~/~2BEND 280' ,,-, . '~H.O' \ , "" \ \ , I I _ >5Q WYE-Ot65 STUB -887.8 89.0' 5 30.d ~ } I I I '1~~/16 BEND I I-I/~?BEND 6 7 I I I 1 , "(?,,,35.5 66.0' ./ \ 81.0' ,) I '-" ---I I....' - / 2 3 12 17 97.0' 41.0' :: - _.A HYDRANT '- ,,'" 6" GATE VALVE " ~ / r S"x6" TEE '" \ V34.9' 1/16 BEND 97.0' ...."J " " WYE-O+80 STUB-902.7 21.0' 3 ~, I I WYE- 0+10 STUB -894.3 10 u 13 -- 138.0' ,,- I " 146.0' ,... \ I 1.2'<",,-.... \ I ,/ I \ Y \ , I ,93.0 " ....:. -33.5 '~/80.0' STUB-895.896.0 '\ / WYE-Ot 80 \ I 9 \ , 64,0' 90.0 ~ !\, , \ / 1-11'32 BEND / I 1-1116 B5NO / r- 9 r- ::> o MH.7 I ' 45' '<' -73. 9.0 \ I I I I , I ' y- ,'- \ H 8 72.0' '. ~ · 56.d " \ J-, 60.0' -.- , ..... " " ... 8 '- , '4 , 134.0 7 I 6 5 4 19430 WYE-lt60 WYE-0+90 STUB- 898.5 STUB- 898.0 3 14 Mti.9 '- ~ , VINE RIDGE CURVE35.0 SEE LOWEf1 LEFT WYE-2t30 STUB- 900.0 5 WYE-3tOO STUB- 903.5 MH.5 4 WYE- It05 STUB- 903.5 VINE VINE RIDGE CURVE (SEE UPPER RIGHT) MH.'1: RIDGE MH' 6'....' . ... .... ... .. ...... VINE RIDGE CURVE S UPPER LEFT 4 WYE- It 10 STUB- 887.5 CURV ':H'~ :u,'~~r::::.::.: '::::::: ...., , u'::.':::'::::::'::':::,: .u::':::::.::,:::::-:u: M '. 9u: "MH..S..............' . ......-. . ... .. I ..,. I , .1 14.5' , ~. '.. , , MH 1 91L4,: ' 912. 910 I... ":,:::::::.:,:..,:,:..::::::,::::::,::':::::::::::::0 .. u, '.. ".. ........., u.. ".. 0 -C\l" '904.3: ' 900 12'sL.F ua'i"SEWER ...It 90 .6 ,.., '90L3'" I. 00,4 'RAOE '89Z8 898.8 d 10 o ,20 % -;;f d lL.f an- -_ I" ., ..., '0') .' .uu 'a) 890 - ':'.:..'. ...: ..u::: :::':' ::::::,:':.::: ..'.' :" en r.D .F.' 8 'SEWER , r.go% ,., . , . , '. I NE 30" R.C.P. X ISTI NG CEPTOR 880 J lOLl=: 8" SEW R 0.4% 20L.F.' 81 D.I.~ <D rQ uu..., ..,.. , u. @@., Q)~" . , <;t 0:,': : SEWER ~ g... u r--.:,~, , ~ lB. . ,.. , ,.. u .., .... .................."............ I , , Q Q)' .;:r ttr , J'f) j:1' : (1) en. , , , ,q) (X)u ~'~' C\is::-r :".. (1) 00 "....u ... 00, '" uu, ,.. :~ ,~.. u:.: ':uu : u:..:' ::.: , ~(Q.", ':::':::.::::'::,':':':: 8~u:u ,:.::-::::::..:. ::u. ~ ~':',:' , ... .. 0 jiI) cor-:.:: ~~ (X) CQ' ': , "'0'0 Om ~....; . (X) fB ,CX) g ...'u, s II 10 9 12 13 14 15 16 17 20 IS 21 19 5 4 STUB- 898.0 STUB- 89a5 HYDRAN 6" GATE VALVE STUB -896.0 , I 6x6x6" TEE I 71.0 62.0 23.0' 5 1"24.0 I..\~ 6 ..A \.. ATEL.l., Q:j ,,\ 1/3~aE.Nt>'~~ 6' -" \ 19600 I I I i , I ~ ,~ I I I : I I , I ,e /<{ ,0 ,0:: , , 1 I I I ~Z 10. \b 'z \- \> \8 ~ . I CD = WYE- Ot90 STUB- 898.4 I I I I I I I I I \ \ 6" PLUG 67.0' HYDRANT -1 6" GATE VALVE <, \ 4)106.Ji" TEE ~ --'\ 1/16 BEND " ,~I\ GATE VALVE " ~ 15.2.' ...., ~, \ ' WYE-Ot93 STUB- 892.6 o <{ o 0::: 5 4 STUB - 902.0 STUB-901.5 35.0' 2 ~, 35 O' /" . 17/3.0'\ " I 'I' · ~ 'B. , I( ~' '- , 30.0' I ~ / NOTE: ALL WATER MAIN TO HAVE 7.5' MIN. COVER 8 7 6 1 ~ 92.0' A ", .... 6"GATE VALVE MH.9 --- r.- \ 0 - 0 ....~ \ + 0'\\0 ~ 38.0' \Xl , ...... \ 10 /' V ,0 I 65.0' ',/ Y 65.0' " ...... 4 ...J ...J - :I: WYE-0+87 STUB-898.3 , "'''5--- / ,. ..... ,I V 36.0' , y" 75.0' BENCHMARK: TOP NUT OF HYDRANT S.W CORNER OF LOT 3 BLOCK 3. ELEVATION = 901.92 3 2 84.0' ;' /' \ MH.;J0 '", r 23.0' 122.0' 3 2 I I I I I I I 2 WYE- 1+10 STUB- 902.3 6 WYE-0+81 STUB-898.0 2 STUB -896.0 7 I WYE- 0+90 STUB -892.3 w z - > STUB -900.9 STUB -901.3 INE - WYE-Ot60 STUB- 896.6 COVINGT N COURT MH. 10 EXISTING MH MH. II 920 GRADE T,OP '.913.0u:,:,:::':' :::: ' TOP 910.8, " . a- 5.600.4 :'914:74 :.U,: ' 'RAOE, " (!) d 910 900 II " " J t - , I ' , ' au , -.. ::':::..., TOP::, ".2' ;\............................ ir......... I'r:"'::':'::::::u::, , :r:::" , ~ , 1::':u:..<',::....: ,': - :-:-..:. " " ' ~',"','." _ .' ,...,', ' 'u. . J lu... , , I:', , '';'' _ -:.'...J' L....u .., ,. ....... u.. , , , ',' .. -- . tu... .. '~~z:,;:,J: , . , t.::... , ::::u':.:,::,::':,:' "'1: '- [....: 'Iu I . 1 J ,u It:" , t r: t, u': ,L L OOu,'u tn. Ln" . . .. , us ,., co v, ~~ ------ - - ~ ~ ....... '-.- - ~.~ 5AOOk EXI TtNG .......................~-- - -- 890 8U 0''' V C r.." . .... ---- ---- ---- -- - ..... ...... ~.... .. r--: (1)' CJ) o QU N- N(\j- Cl"l (1)' co C(j', . . 0 3-9 -87 T. C. AS BUILT n-E LOCA noNS OF EXISTING UNOERGROLNO UTILI TIES ARE SH~N IN AN APPRUXIMLI TE WAY ONLY. Tt-E EXCAVATI~ CONTRACTffi SHALL UETERMINE HE EXACT LOCATION OF ALL EXIST ING UTILI TIES 8EF(~E Cet+t::/lCING WffiK. HE AGREES TO l:E FULLY RE::iPONSHLE Fffi Pl-JY A~ ALL DAMAlLS WHICH MIGHT BE OCCASIONED BY HIS FAILLRE TO EXACTLY LOCATE A~ PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2 o / C 2.3.86 M.R.J. REV. ST. SEWER ALIGNMENT DESIGNED FILE NO. 7577 CHECKED SCALE II I HORIZ. '..=501 VERT. 1=10 BOOIC PAGE u B A , < ~.~~:~~~;. ,<'" '" u.:, G.J.F. J.R.C COVINGTON VINE RIDGE UNITED rvlORTGAGE CORPORATICX\I SHOREWOOD , MINNESOTA SAN ITARY SEWER ,WATERMAIN VINE RIDGE CURVE, COVINGTON COURT M.A.R ADD 20 L.F. D.I.P AT M.H. I MAR MISC. REVISIONS DRAWN APPROVED McCOMBS-KNUTSON ASSOCIATES, INC. CONSULTING ENGINEERS. LAND SURVEYORS. SITE PLAUER' MINNEAPOLJI. HUTCHINSON MId MARSHALL, MINNESOTA G.J.F. M.A.R. NO. DATE BY NJ9734 REMARKS DATE 9, 16 ,85 COMM. REVISIONS DATE I , a:l ::) 'PI r u r- o ..J r- ::) o . \ I I I 'e 1<( \0 \0::: I z o .- <.!) Z > o u 910 900 ..,.U: 890 910 900 -890 880 SHEET REV. 3 D 90