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S-129 c)~ "- N <S'- ~ l '\J ~ ~ , \ \ \ \ \ \ \ , , \ \ \ \ \ \ , \. \ \ \ \ ; " \ . \ \ \ \ , " \ QATERMAIN -Ductile Iron Pipe (DIP) shol I be Class 52 -Fire Hydrant Shal I be Waterous Model WB-67 or approved equal with minimum of 8 feet of bury and up to 15 feet of 6" DIP lead. -Gate Valves (G.V compression resil valve in accordan specifications , 1,>" W M .,. . .:"'. '(1' \ . .. ":2't~'~' ..--E::X'. ..t~,::::o",~,t;..,..,.. J.. l-=-- - . ",'" ,( ~ " .", . ,.,'. .,_......" - "........' ' ''';''''''', ~~ 3'( r- ,,..,- . '-- \ ..... '.'. _..:...,,~ -,....,' _....",-..~'i '" C <:..-~ .~ <, \ ... . 'It. . '\ ..--,.- ......... " .. ~~ - \ <\ \" -'\ \l\. ......-....- .. ~ .\\\\' ~ _..--~ / \ \ \ ,. v..-.._ .<"i'~ \ \ \. \:,.,." ' --- , \ <':';~~~: \ ....'~,.. (OF I NPLACE 12" PR I OR TO FURNISH 8. INSTAL - '.\.\\...., ~\_~\~y.....bZ"~t:~~~ -..,' "./___--.-:.~~ t: CONSTRUCTION (INCIDENTAL) 1 EA. 450 BEND \, . \~. \;~\\\ .~,.'\ :;;,'~~ 1 ',,, 0( 1 EA. 22 1/20 BEND'1, " \ '\--\-':>'l;'~E~ ',..:"" ,/' J- 1 PR~POSED CONNECT IONS t \ ;,,\.' . ,.,}'i.:ii~"', if" ,'~-' (" TO 'fONKA BAY WATER ~.."".s 'f. '. . ~'P;,I~ _:, ~", ~ Lr I AND SEWER 7' , ,'" "....,j:,. '/ CONTRACTOR TO REMOVE 8. I ' ." . .~", " ~ REPLACE 6" CL. 5 GRAVEL X. .~.y\ . \ ..1';Ir;~' AS 0 I RECTED BY THE ENG I NEER . ~~-IA BL DG. -' \' ~ , J( ~ ;.. ' .' ~;,O.. ~ !::::;:::;:r - .' ~_:,~... ........,..::. ~ . ~-~--:: 'C ~ 1 0' 'V~ - - \'- ..,...-.:'..-:..,.. ff ,...~~-1. i!~::~:~:> ..:~;:&:.~ 30' PERMANENT EASEMENT ,\..' ::::f..::'::::\';;;'::::::::~7i:'j. ,...... ~~~- ~ ......~~ ~, f l r;' 15' :",,~_ " - _ _ ' ~Z~.."",,,:,::,: 1, ~~~~E~-6~i~ER f~,:," :"~:"...: ::,~, ~:,:Ii~:::::::::::::: "C,ld- --h~.-I .. ""1".....- : '.', ." :r , I - ~~ I--J/ 1 5 'I (. 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( ~ ~... ~ W W y ... , ~","'" ~... u ... -... __ v Y .:Ii . __ \ if \ =-70 \ \ - \ \ \0 \ \ , \ \ ; \ ; \ \ , ("), . \ \ \ 6" X 12" WET TAP W/ TAPPING VALVE VERIFY EXACT LOCATION GENERAL CONSTRUCTION NOTES .sEE SHEET C2 FOR HANDICAP RAMP DETAILS AND SITE ELEVATIONS *PAVEMENT. CONCRETE WALKS AND CONCRETE CURB AND GUTTER CONSTRUCTION SHALL BE IN ACCORDANCE WITH MNDOT STANDARD SPECIFICATIONS. LATEST EDITION .wATER. SANITARY SEWER. AND STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD UTILITIES SPECIFICATIONS". CEAM. LATEST EDITION .ALL PAYMENT SHALL BE PART OF LUMP SUM BID l3 "t{.; ..L1 .6 J( /? ( ~ /I ./ ..., t~o 0' c ~ ./~~ 40' RIGHT OF ENTRY FOR BERM REMOVAL 6" G.V. HYDRANT 6" G.V. CONNECT TO WATER RESERVOIR OVERFL . .~ BEAVER-TAIL J CURB &. GUTTER .... \ \ .A '" . "ONt(A- ~p.,'1 C-1T'J oJ:. ^ - -^ C\T~ OF x -~ ^..,h ,-AU , \ \ ; \ \ \ \ , \ , \ \ , \ \ \ , , , \ \ \ I~ ~ x I: ~ ~\ \t)\ 20'- 10' G.V. OF DR I VE - ct CURVE DATA ~ = 15006' 45" R = 135' T = 17.91' TO EDGE OF DRIVE EXISTING STORM SEWER 6" CONSTRUCTION LIMIT 30' EDGE END CURB 8. GUTTER B.M. ELEV. - 984.79 TOP NUT HYDRANT S.E. QUADRANT CO. RD. 19 & COUNTRY CLUB 990 980 970 990 980 970 96 L PC PT = 35.61' = 0+19.74 = 0+55035 , ~~iJp~SED . ~RADE:' . EX I S'T I'NG GRADE: , . . . . . . . .. .............. . . . . . . . .. .. .......... . ..... ...... . ..:.........:........ .. ...... ... . . . . . . . . . . . . . . . .. .. . . . . . . . . . . .. ...... . . . . . . i. . i . " "! ... ....... .. ... i .. .... . . . . . . . i. .. . ..!. . . ... t .. .... . . . i . . o t.:) '. Z . . (j) I-i i .. . ex'):I: t-: W . "'-r;j')0lnO 'I ':-t'... ..,. ::x: .~-~. . .. >c ._u<(;><o::: . . ..1.JiI . ~ I-:- ~ W ~ ., ; . ..;..,' ...i,.... ...... .,........' ..!, ... . ..:.........!. <t-., . ........ ,_.. ,.. .....?.......... ............ ! .. .... ....... ..... . . i . i .., t . . .. !... 0)-; .j ..j... '" .j . , (7)u.! . .. . .j ... . ..!...... .! ...... .. N(7'),......l .... .. i . . . ..!.... ...i ....... I 0::' ....j ..... .,. .. ':;J:uwt ........! ... . . , '" ... ,... .. ~~>,.........: ........:. ..... .~.. . .. I. . .: :.: ~ . . . . . . . . . : . : . : . : : . . ; . . . . +... ..... . .. ...! . . . . . . . . i . .. . i . ! . .. i . . . . ~ . ~ . . . I . . . . . . . . .. ; . . . . . . . . . . . . . . .. ...... . . .. . ... . . . .. ..., . . .. .. ... . . .. ...... . . .. . . .. . ... .. . . . . . . . . . . . . . . .) sha I I be ient seated ce with AWWA C509 .cONCRETE WALKS -Construction in accordance with MNDOT Spec. 2521 -Section shal I be 4" concrete with 6" granular base (MNDOT 3149) " " ~~ .cONCRETE CURB AND GUTTER -MNDOT type B618 and D412 type B612 adjacent to publ ic works bui lding 50 25 I I SCALE o 50 1 00 I I I ( C&G ) as shown. IN FEET BITUMINOUS COLLAR (INCIDENTAL) ( 2" TH I CK. 10' X 1 0' ) SEE DETAIL _ _ "'OtJ~J\ B~'f_ _ _ ~ ~ I \ I ~ ~ 01 , / BITUMINOUS COLLAR ( 2" TH I CK . 10' X 1 0' ) SEE DETAIL B.M. ELEV. = 982.09 TOP NUT HYDRANT ON CO.RD.19 FIRST HYDRANT EAST OF COUNTRY CLUB ON NORTH SIDE -3-1/2" .A ! . i . . . . I . CURB' I NL'E l' PRAMII ANIl cuae BOX NUJlAH: 110, R-3.l>67 V WI fa . 3" RADIUS AND T'/'PE DR Oft DL IrANE GRAT~ . DEPENltING ON 7H1! DIRECT10N ' OF FLOW. I \TYPE DR. 15 5HOlIN) ! . .. . . ! ~O." D(~fE~ P~- . CAST CPEN(NG PlAN i ! i .. ~ l~ CENTER of STRU'CTURE' : ... ~. .. ill~TElREINFOR'C'I"~'~~jCONS~ST'ri :"'" . .. liARS AT 8" I).c. . J:. BOTH WAYS . . IT ~TAl PlATE TO:aE INSTALLED ." 'ON ALL 1NACTrve SYSTEMS. -t.;.. . PtAfE TO lIE' REIIOVED. . . ":< I!! WHEN OUrLET IS 'CONNEf:TED. " t USE A DOU8LE l.. PiE OF RAlHIECK ' Q . , GASltEI BELllW rHE PU.T.E. '.;; :;:t: PI. ATE $llAlL ~i; EX1:EljD B(YQNP , . :~'11'" STRUCTURE. '! . . ~.: NOTEt i.. . ~ TYPE OA" (3'-6.*) .. . .:~ . TYPE "B" (4~-<I":tl. r ' ...... . I .. " I .. f ! . ! .. , . SE1CTION A-A' . i . . .. .. . ., .. . . .. . .. . STANDARD ~ATCH'BAs~ . .. . . F08 . f ... STORN :ORAlN . . . . . . 1 : ... NO SCAlE . . . . .. ,...... . .. .. . . . . .. . . ..... . .. .. .. . .. ... I' . .... .. . " . .... ..n..: ... .. ... ..... .. n.. .~ .._ .. ........ . .... . .. . . !' ... "'! ..... .; ....!... . .. ... i . . n'" . ..... ".. ~.. ....:.: .... .. . . . . .. .! .. . . . . . . . : . : ~ : : : : . . . . . . .. , ......... . ..... .. . . .. .... ...... . . . . . .. ....... . . 'CATCH BASiN MANHOlE' . . . . . . . . . NO' SC,t.LE . 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