Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
S-132
DEVELOPER: / / I I ", ;/ \, I I I I I I I I / r;~) MANLEY BROS. CONST. 3338 Fremont Ave. S. Minneapolis, Mn 55408 / ~ Z I---- I i I I Mr. Kurtis Manley / / o I 50 100 1 I' GRAPHIC SCALE IN FEET 150 I r- ..-.- o W J o 0:: Q I- Z W ~ ~ o 0:: Q ~ >- ..-.- -I j:::: ~ ~ ..-.- w w ~ (J') (f) 3: o o <( w ~ m :::) --.J U >- 0:::: I- Z ::::) o u U) rn- 1 2 3 Z <: ~ 0:: ~ ~ ~ 00:: Zo <: >- ~~ wO:: (J') <: LL >- 0:: ~ Z <( (J') o 4-J o (f) (]) C C .- ~ 1 NOTES: 1) ALL STATIONS FOR SANITARY SEWER SERVICES AS SHOWN ON THE PLANS ARE TO THE SANITARY SEWER SERVICE WYES WITH THE DOWNSTREAM MANHOLE BEING 0+00, UNLESS OTHERWISE NOTED. 2) ALL STATIONS FOR WATER SERVICES AS SHOWN ARE TO CORPORATIONS. 3) ALL SANITARY SEWER SERVICES ARE TO BE ..." PVC AT 2" GRADE UNLESS OUTERWISE NOTED. ...) ALL WATER SERVICES ARE TO BE 1" (lYPE K) COPPER TUBING. 5) ELEVATIONS SHOWN ARE SANITARY SEWER SERVICES INVERTS AT A POINT 9' BEYOND PROPERTY LINE. 6) ALL HYDRANTS ARE TO LOCATED 2.0' FROM THE PROPERTY LINE 7) ALL CURB BOXES ARE TO BE LOCATED AT A POINT 9' BEYOND THE PROPERTY LINE. 8) PAVEMENT REMOVAL AND REPLACEMENT AREA: PAVEMENT TO BE REMOVED AND REPLACED WITH STREET SECTION EQUAL TO MEADOW LANE. CONTRACTOR TO PROVIDE TRAmc CONTROL PLAN DETAILING PRE CONSTRUCTION NOTICE SIGNING, DETOUR ROUTING, TYPE AND PLACEMENT OF SIGNS AND BARRICADES. TRAmc CONTROL PLAN TO BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION START. 4 I f 5 I f / f I W-'H.f6 s-o+ 72 INV-9n.1 EXISTING BUILDINGS W-J+56 S-1+J6 INV-976.6 W-7+5.5 S-1+65 1NV-979.2 ~/ _85.1 // J~r/-~ __ ,JI / \. \. L__~:: --8J.2 ~'I - - , ,/ 1,' - . . -.t. _ ..... ..... W-6+15 S-0+27 INV-9n.8 / I I STA. -0+10 16")(8" WET-TAP and 8" GATE VALVE AND RISER 6 ~~"\ -- . J -,... . _ . ~--,r~.._ _ ~"- MH 5 Y DR VE · STA. 3+83 - . . - , . -j. " " HYDRANT NO. 1 ~. - ",_ ~' 8"x6" DIP TEE ~ ~ . 13'-6" DIP '9...7....::!J----- 6" GATE VALVE AND BOX W-8+2J GROUND ELE. 0 HYD.==987.S0 S-o+35 TNH == 990.25 INV-9n.8 ... -0 o o ~ (]) L o ..c (f) Pavement removal and W-7+g9 S-1 +98 1NV-978.8 .'-.. ~ STA. 3+71 8"-22.5. DIP BEND I" ~ 1L--STA:-8+f2-t-- HYDRANT NO. 2 \\ "7.0 27' -6" DIP ...:. -~15J.9 6" GATE VAL:. A 0 BOX S-1+gJ GROUND ELE 0 .==990.10 'NV-978.8 TNH == 992.84 ----- '-- STA. 7+89 I 8"-22.5- DIP BEND 8"x6" DIP REDUCERI L~ ''', STA. 0+70 8"-22.5. DIP BEND 'v OUTLOT 428'-8" DIP STA. 2+15 8"-22.5. DIP BEND A ~~ 1:: c:: ~.~ ~ ~'~ Q ~ 8:& ~il~ ~....~ 1; B c: !t:..... () .~ :'1 .2 J ~ ~Ee i ~ t c:~Q: N- q: Ji! ~ l's ," Q.!S ~,. '" ...::-~ ,'" ~}; () '~''- :S () '.. ~ 1;~lii i\ :S ~ ~~~! il~.... olE 0 t s.~ B '--- .c:: !I ~ ~ _li.....:f5 , " \ / V 9".5 W-7+52 S-1 +fU 1NV-979.2 o~1 ...JE ...J 0.1 0 .. ~ 12 Z <l.> I Q) 01:'::: co I") ,... :J Ii) ~ ..., 'D (J) 0 Ol - C I'- OJ to en ~II....;-"<tol I W ~""--"<t 0 Ii) Ii) Ii) C I Q) Ii) Ii) to I C 0'>1 0 c.-........... W .S _J ~ :ri :ri I-~~_i'--~' Q) I (3 ..c '-"' "'--" ffl ,S I ::c '5 v, 0'> 0 Q) C 0 ~ C ~WIO>.,OX lco_.c 0 ~ t0QQu.. _ 0 ~~~ I If 0" "'J ..... 9 .::t-- G ,~ 8 7 j ---'-'- ,,----- ------- --. ------.-- - ._~--_.- FAIRWAY DR I VE o 0" o mo LC),..j-LC) IX)'IX)IX) m mO) l'f') '''It LC) IX) 0) 0) " ui IX) 0) l'f') cO) It) l'f') .- 'C'iI l'f') It) (() (() (() (() IX) IX) IX) IX) 0)0)0)0) 'C'\l It) :~ '''It [~ ~ ;0) 0) C'\l It) l'f') '''It (() (() IX) IX) 0)' 0) " 0 It) " (()' (() IX) IX) 0) 0) C'\l IX) <D IX) 0) It) 0) (() IX) 0) " o r..: IX) 0) o C'\l r..: IX) 0) C'\l' It) l'f') i '''It r..:. r..: IX) \ IX) 0), 0) " 0 It) " ,...:, r..: IX): IX) 0), 0) C'\l It) IX) 0) r..:: r..: IX): IX) 0), 0) ". 0 o C'\l ai' ai IX) , IX) 0): 0) C'\l It) l'f'): '''It ai: ai IX) IX) 0); 0) " 0 It) " ai ai IX) IX) 0) 0) N, It) IX) 0) ai ai IX) IX) 0) 0) ". ::: ~ Ie>> m ;IX) 0)' !O) ! 1005 1005 ! i.. i i_,_ 1 i I ' , . i ! ' 1000 - ~ l4J ...,J ~It) V) ...,J " ~1i ~~ 1000 .'. - P" .. _ '''_'' . .....".h._ ~.~"A..., ~ 995 995 .. ... ~,,~ "~._" ..~h, ..".t. . , ..J.._ " t "._",~ _""0 -~.~.,- "..nen -~"". "l" ! - o - ~ - (:> ~ i-- I I" . - - ,..~. .. , ! """~"'l""'~" . ~ MR:.s -; STA=7+86 RIM-JNJ8.'trf 989.5-4 , INV.OUT(S)-JJ.7Y.~ 977.72 . ..oj l " 1 - ,I,. i- . \ MH-S ' STA=S+$S ' " , RIM-.saB. ttr 988.12 i INV.IN(N)-~.('# 976.87 INY. OUT(S) -'-,g.~. fJfr MH-4 : MH~ ' STA:~3+12 (6.C1!Ln STA=2+15 , RIM=-JM/ftm" 986.89 RlM~Jm~.~986~35" ,-_..'.--.,NV.IN(N)-~E.1tr '-,' " : INV.lN(N)-~~. tfj 975.17~ tNV.OUT(S)-J>>6.~975. 75 i /NV.OUT(S) .gi'g.~ r"! 'I:........"'G"" ;.;;1:" , r- r tn,',Srlll:JU roue -O.5f~ " MH~2 STA=O+70 RtM~.aJ.'lJ.~985~56' r INV.lN(N)-7JJ71.4t!' 974.50 INV.OUT(S)-,Q""'.4':1' ' 990 ~ ~ ~ ~ ~ ~ C 0 fd 0 a:: en 1" 990 i i f -.- i. , ,...,.+ ". r , , r' ! o.sox , c," i.. -- I {.. -- ; j j 1.43~ .J-- - - -- , 7.:m. :: ~Orl~' ::~nd.. t::-.~ FROM FINISHED GRADE ' 12 RCP TO fOP OF PIPE ...:..1 985 ----- ...1.. i 985 , ._~"._-~ i .~ ~--"-----i""'--"''''---'''---- ,....-......j-.. ......".............-",-....... -~~- i 12- RCP 1 ! i--- t 1'...c .. '-I ' ' : Sub!Jrodel ,. " ,: ,3.0 Below ~nishedGrode 8"Ct i52"DIP WM", " '! , ." 1 , i ~ 12- RCP i 8- CL 52 DIP WM , i ". .c '" ..1 j 980 - . , . , /NSUlAlF IM1ERMNH j, " .,.".. , ,.....-" STA 1+14 to 2+08 , I. . 1. ""._ 980 , " , I ,...' --I" ,.,..~ 'ffSULAlE' fCM1ER~ STA 0+28 to 0+J8 C) ~ C) ....... ~ C) INSUlATE WA'J'ERIMIN STA 5+28 to 5+38 214'- ~ SOR 35 fYVC @~n ,1. O.52~ . .,'~. ,_. '"'' t ~ ..,,_..... i "l' ~ "... ~ " ~ ~ f . .!..n INsutATE IM~ '! SrA 0+99 to 1+11 0.47" i 143'- 8" SoA 35 PVC @,Q..'9fi~- I ,0.37% .. "I 158' - 8" SOR~5 Pvc @.QA~ , ' , j... , 8", , soR 3J f'VC 7(1 - ' · '@J;..!~ . 4% , .!.. ~ ~ ~ ~ ~ ~ y; ~ ~ u 975 ).. tl:l ~ ~ 975 1. -_...,~ ....'.....' .......-.. -j- I'()"""~' , . . . . . l ',... ... j-' ," .... .I " , , I' . . . "'\ ., ~ ~ i ,,-' O' L CD, ...., , t:, Q): 0 U,O II . (/) 0), I ~ CD ~:C 101 +::i I"() 970 970 ........ . 'F\~ . ..~.1\i\.. . '.f Ot[CV: ..Xl.... .! ," · '" \t:.j . .. J\l'\~G' ! O:.r ,....,...:-.-.i,~t,<i~~ot\\~ ...... V ,td.; ~ej8 ;" Cb(\\tOC{.. r \ 'f,ut"ef'i ' ! I J. '--'. .-. "'-,- ; .~, .~",... ."..".", '~"" ,~. . 99308 FILE NO. i ~i ""~ " C o +; Oi 965 SHEET 5 , ...s OF t (" 7 SHEETS 960 -1+00 ..0< .,.. .""._ c."v. ~.~_,~ .,,, 0+50 ..... ......"._-...,.".~ ~.' ." ...,. . ~._~., . 0+00 0+50 J ..'.. 6+00 -- .j.... 5+00 .. ..~. .~..,.. '"''~.''-'''~''~''' 3+00 MM.-, ., 3+50 i" . .' q",,,,,~J on ~. . ~ _. _ ........" . _ ....~._,.._..".. . 4+00 4+50 1+00 1+50 2+00 2+50 '" 7+50 .... 8+00 5+50 6+50 7+00 132.