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S-068A 'BIJLKHDul- ~ANMH - - ~ TOP=959.92 --------------------------------- ------If+V~Er~?------------..' 8" -----------1-----~----------- ------------------------;::5',--- -- --- JURISDICTIONAL WETLAND , , , SANMH TOP- 931.72 INV- \ ':_~-------~---------------------- R o A D ("I'l ("I'l HYDRANT ~m 1 '\\ 6" GATE VALVE : \ \ S"X 6" TEE \ \ ' '- ..- EXIST, ,~ --t.-- ---- I .. "",~--~-,::. 62' 8"-1/32 BENU --" \ ~ \':> SO' .' , ,. , 1 [.,' .-- t- 46' ~---------- '....., SAN 1 +23 '. INV 947.3 ". '. . . GATE VALVE ~ I SAN 1+60 INV 942.5 , , o 50 ~ SCALE IN FEET 100 I 1 MH 5 5TA. 1+20 0.5. 0.0' OUTLOT A / . , " 31 '..:-::: ............. EL '-. 2 SAN 0+82 INV 940,0 W2 1 , , " I , 1 , i I , .,' 75' .,:,,, ............... " '. . . 2 ... , , ,.. 8"'-1. a BHlO "---T-- , SAN 1 + 16 J INV 943.0 33'...':--......... MH :3 STA. 3+47 0.5. 0.5' L MH 4 STA. 2+81 0.5. 5.0' R 74' 2 64' 8"-)/32 BEND 8"-)/)6 &. 1/32 BENDS SAN 2+00 INV 930.9 7 6 1 SAN 0+55 INV 939.5 8"-1/8 BEND SAN -OUT OF MH INV931.1 8"x4" TEE - 4" GATE VALVE 23' /\ / \ 16' :' '-- :'--.) \ 4" HYORHNT ['-:-1' ---= ". ... .~,~~_ GATE VAL VE 5 ~"'" :=----\.--:~...I7' J . \ 40 LF - 8" PVC ..,---~~..22' SDR 26 @ 0.40% 4"-1/8 BEND MH B STA. 2+10 \----- A'"'~I'IR"'~' U I , La I I r"'.. _.'._'.' ,,'II1II" M:A:'F l~~ E "I E ~.::' . " MHI: 5 MH' 4 'MH'! ~., MH,I:,~ r l:nt".I, :,...:, w--:- ~"I\W ~L." , " ,', " " " " co:u RT I1H 6 " :: 'MH '7 : ,n . " ., ., , .. .., .. .. , " " " 960 " : 957. 7 950 940 930 920 910 " ., ., , , , I I t' ".,.,r-'~::::::: 9lt"3"a' " 'C\J '~:':': '."~ oJ,.., : H_ _ ~ir S"-~~ S~S.69~8 6 .. --~:.. :::..:"'-:.~ =- ~ ' , --...: --... . ("I'l . , , , '----':"'-- :...:.~ ' . , , , , ("I'l . " " " " ,~ '":"~~ ::" '~ I "'-::::; --.,' .., ... , -,~,,< """,. """""'-; " " I .. ,., , '95].5 ::: 9'49.2 -- ~ ......... , .,- -..... , . -~, --,.'...,. --- '. . '~~ :....- ~ ""'-:--'-'-::' ~ . ,., ......... ." ""'... 13" WA1ER 1AIN ,~_ ,;...:":::::::: :::: ......~" '''' , , -- ... ~' , .. , . ~~.. ....".. . '~"'"'' '~'-' _:...- "" ~ :::--. ...."", "';" "" '. ",...... ~ ' t'I'i... .., " , 7, "U" ", tv ' . ", .. ::::::'~r.lRt'" "~, " r, ,', l ...j' .., , , ,12~', Sr:. SE:~:" -:-, ~~ ,', -"" , ~~-'-"..:..:...,~ -- - '-"".. """'" .:....-_.. -" . ,~~~l ~,. ." .... , , ",,~::::: , ::::::~' .. . "'~>.,. " eo' -. c:rl . - 'I . 'CJ N " " .... ' , , '" ," ,,' '" I' '" 160 LF - 8" PV~' @ 0.94~ :t I 65 F - 8;' I 98 If - 8" PVC ~ 0.40% pve @ 1 BO~' " , ", " " I I ," ~5 LF - 8" ~ FVC SDR 26 E 1 @ 0.40% U1 Q. (;) .. ~ " " 215 LF - Bll PVC :SOR '26 @ 'D. 4'O~ 132 LF - 8" PVC SDR 26 @ 0.40% ~ ~ Q) " , " , " ,I, . ..I, ,. " ':z " .. w- z: Ul .. , " .. I:X) 0 .. ", ~~ " , , O"l O"l .. " C\.I C\.I '" , , C"l O"l ," ,J ,1 ~: Z'1;o;I Ul o ~ ,0 (") 0 ..,. , I() CO O"l O"l ~. No cx:i 00 ("I'l <""INN O"l en en O"l O"l O"l N N tn O"l It') 0 ~c; O"l en ('I") ('I") C"l a1 - 0 - C\J . - <oF en 1 3 4 2 5 6 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE EXCAVATING CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTLILTIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND All UNDERGROUND UTILITIES. E 1/21/98 MRJ RECORD PLAN REVISIONS o 'V25/97 MRl REV. PROPOSED GRADES NO. DATE DESIGNED BY DlN CHECKED 8Y GJF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE or ~NESOTA. It i 1 . G'f'.uJ-v 12./24/98 " " UTILITY NOTFS 1. EXISTING UTILITIES SHOWN AS PER CITY OF SHORE WOODS "AS-BUILT" PLANS. 2. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5 FEET. 3. ALL WATERMAIN TO BE DUCTILE IRON, CLASS 52, PIPE. 4. THE CONTRACTOR SHALL NOTIFY THE CITY PROIR TO COMMENCING WITH UTILITY CONSTRUCTION. ALL UTILITY CONNECTIONS ARE TO BE SCHEDULED AND COORDINATED WITH THE CITY. 5. A MINIMUM VERTICAL SEPARATION OF 18" IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (HOUSE, STORM AND SANITARY) CROSSINGS. 6. ALL SANITARY SEWER TO BE pve SDR 35, UNLESS OTHERWISE NOTED. 7. WATER SERVICES SHALL BE 1" TYPE K COPPER. 8. SANITARY SERVICES SHALL 8E 4" PVC SDR 26. 9. INSULATION TO BE INSTALLED AT ALL STORM SEWER AND SANITARY SEWER CROSSINGS OnTH 4" & 6" WATERMAIN). 10. CONTRACTOR SHALL USE TRENCH BOX TO MINIMIZE SITE DISRUPTION WHERE NECESSARY. . ,,' MH"E :MH 2 'f1H'" EX MH " " '" I -.. " ", 't '" '" 948'.6 ", , , .. , 937.0 '" '" '" '" '" ", '" " " " '" '" '" , " " -. .......":'........-...~~~ --~:-..._..1'.--.~"'" . , , ' ': . ~'" .t , , , ,.. ............. : :>,-",_,~~ "_9:39.2 ............ .............. " .. ......:.:....." ....- ----, ....... -. , :'" .. ; 12: 'STORM;) t::' - '. "'~" 93~'; 3 .......-...-. ---..---..----..-- --.----.---------- . "'It' . I (l) , ", \ 0.. ,",," I ,_I I ...'.....t - . 4" WA'T J ncCOMBS FRANK ROOS ASSOCIATES. INC. ~ C 3/06/97 OlD EXTEND WAT. SERVICES & ADD 4" GATE VALVE B 2/10/97 OlD REV. PER CITY COMMENTS DATED 1-14-97 A 12/13/96 OlD ADDED W,M.,G.V. l HYD. ALONG SAN.- MH 7 TO t1H B DRAWN BY OlD APPROVED BY DlN 15050 23rd Ave. N. Plymouth, MN 55447 612-476-6010 Engineers Planners Surveyors BY REftRRKS DATE 11/7/96 COMM. REVISIONS DATE FILE: /users/mtp/data/EIOET.I09BS/F.PROF.AB " " . I I I , . " ,.. "" ". ..,.. '" , ~ '" ,,' " " .', 186' L""- 8" PVC SDR 26 @:C .40% '" .,. .,. ". l7O: IF - 8"~ pve: @ 0 .40~' ," " ,I, " "l .0 ~ o M tn >C: Ztll UJ UJ " " co M C 0 .0 ~ ~~~ ~~ C;~ , , '" CD co co o::l' '" I" ('I"lC\.l N N N N C\J C"l O"l a1 a1 en, tn al RECORD PLAN WATTEN PONDS RBINGDON DEVELOPMENT SHOREWOOD, MINNESOTA SCALE HORIZ. 1"=50' VERT. 1"=10' 800K PAGE SANITARY SEWER FILE NO. 10985 -'6ftE:IIARB (IRCL[ M~'Le. '\nEW couRT 960 950 940 930 920 920 SHEET REV. 4 E Of 7 8A