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<br />CENTERw..u: llEAllY-~IJC <br /> <br />,---- <br />I <br />I <br />I 40' WIDE <br />~ TEMPORARY <br />jGRADING EASEMENT <br /> <br /> <br />51lF ,.. <br />--f,;Jwz..8 <br /> <br />SYMBOLS <br /> <br />N <br /> <br />PROPOSED SANITARY SEWER <br />PROPOSED WA TERMAIN <br />PROPOSED STORM SEWER <br /> <br />~ EARTH WEIR STRUCTURE <br /> <br />\-- <br />- - <br /> <br />,- <br /> <br />....: .... '. <br /> <br />.' <br /> <br />..' -.' ~ <br /> <br />~. .;,' .. <br /> <br />.. ""; <br /> <br /> <br />:( <br />-~ <br />-'~ <br />- -:\ <br />(: . · ~~ . . n~~~.? <br />\ - - - -\ \- <br />'- - . - - - -.) - <br />~------ <br /> <br />m..... <br />.......... <br /> <br />! <br />i <br />i <br />i <br />j <br />i <br />i <br />! <br />! <br />! <br />! <br />j <br />i <br />______u__________~.- v~~~ <br /> <br />0.1. <br /> <br />0.1. <br /> <br />0.1. <br /> <br />0.1. <br /> <br />0.1. <br /> <br />0.1. <br /> <br />D./. <br /> <br />0.1. <br /> <br /> <br />l\o\ProJlI!'ds\00J(Js-QSOOS"\C1361-SH.JD"r\0361-4lle Cent~~ RNdy-o'll;c~'~-OO2PGJ>.dw" 51.2<4/2DIH 400.2<4& PK cnT <br /> <br />~ b S <br />o <br />I <br />Ii <br /> <br />. ::. <br /> <br />~ <br /> <br />.. SO <br /> <br />SCill: m <br /> <br /> <br />!'EEl' <br /> <br />. ,'\,\-,. <br />*- <br /> <br />'-.;,' ... <br /> <br />GENERAL NOTES. <br /> <br />1. All UTIUTY SY5lEM MA1ERJAl.S AND INSTAllATION MEll-lDDS SHALl FOLLOW CITY ENGINEERING <br />STANDARDS, AND THE REQUIREMENTS OF THE STANDARD UTILITIES SPECIFICATIONS OF THE CITY <br />ENGINEERS ASSOCIATION OF MINNESOTA (CEAM). <br />2. All WORK WllHlN l11E: COUNTY RIGHT-OF-WAY. INCLUDING GRADING, UTlLiTY, ROADWAY AND <br />RESTORATION WORK SHAll BE PERfORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY. <br />AlL BIllJM1NQUS SHAU BE CUT FULL DEPTH AND TRAFFle CONTROL MUST BE PROVIDED PER THE <br />REQUIREMENTS OF THE MUTCO AND COUNTY. THE CITY UTILITY AND STREET SUPERINTENDENTS MUST BE <br />NOl1FIED AT LEAST 48 HOURS PRIOR TO ANY WORK. <br />3. ALL TRENCHES (INCLUDING SERVICES) SHALL BE BACKFilLED' AND COMPACTED AND MEET 100% <br />MAXIMUM STANDARD PROCTOR DENSITY IN THE UPPER. THREE (3) FEET FROM THE FINISHED ROAD <br />ELEVATION. AND 95% MAXIMUM STANDARD PROCTOR DENSITY BELOW THE UPPER THREE FEET. <br />+. STANDARD CURe DESIGN f:3S12 MODIAED SHAll BE PROVIDED AS SHOWN. <br />5. THE CONTRACTOR IS SPECIFICAllY CAU1l0NEO THAT'THE LOCATION AND/OR ELEVATION OF EXlSllNG <br />UllLlTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, <br />WHERE POSSIBlE, MEASUREMENTS TAKEN IN THE AELO. THE INFORMA1l0N IS NOT TO BE REUED ON AS <br />BEING EXACT OR COMPlETE. THE CONlRACTOR MUST CONTACT AlL THE APPROPRIATE unuTY <br />COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT AELD LOCATION OF <br />UTILITIES. IT sHALL 8E mE RESPONSIBIUTY OF THE CON1RACTOR TO RELOCA IE ALL EXISTING UTlUnES <br />WHICH CONFUCT wrrn THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS, THE lOCATIONS OF SMALL <br />UllUTIES SHALL BE OBTAINED BY 1HE CON7RACTOR BY CAWNG GOPHER STATE ONE CAll <br />(1-800-252-1166) <br />6. mE: CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOln PROPERTY DAMAGE TO <br />ADJACENT PROPERllES DURING lHE CONSTRUCTION PHASES OF THIS PROJECT, THE CONTRACTOR WIll <br />BE HELD SOlELY RESPONSIBlE FOR ANY DAMAGES TO mE. ADJACENT PROPERTIES OCURRING AS A <br />RESULT Of HIS ACTIONS DURING THE CONSlRUCTlON PHASES Of THIS PROJECT. <br />7. SAFETY NOTICE TO CON"ffiACTORS: IN ACCORDANCE WIlli GENERALLY ACCEPTED CONSTRUCTION <br />PRACTICES. lHE CONTRACTOR WILL BE SOLELY AND COMPLElt;:L Y RESPONSIBLE FOR CONDlTlONS ON THE <br />JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF' THE WORK. <br />THIS REQUIREMENT WILL APPLY CONTlNUOUSl. Y AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE <br />DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S <br />PERFORMANCE IS NOT INTENDED TO INClUDE REVIEW Of THE ADEQUACY OF THE CONTRACTOR'S SAfETY <br />MEASURES IN. ON OR NEAR lliE CONSTRUCTION SITE. <br /> <br />Dr<1inage &: ment <br />pe . 1470469 -_.... <br />6.r::::;j.6.!, lll1i. --- ) _\'" I " <br />f . "... .. .\""""v . :..~....f ~40.00--- <br />~::...:i 1 .. Qfl~ / ~~~~I":. - I "''';-:." SANrrARY <br />~~,\ ........ So :h line of SW174 f SW1/4 of S~ction 24: u~ <br />"is'ai>"- fl'b90ll.5 1N'Fi1 Ct.II' 104........ - / CONN CT TO :>_>_>- <br />_ IN.-908S l~ at' '1 EXISTING M NHOLE <br />1~ I , a.. .. ~ ~NV'Sl0l.28,->-->_>->- <br />, . 410. ~ f .. i ) )-->~----;r-f > ABANDONED 10'"FORCEMAIN <br />I \ SR819'3~~>I~--1..--)_>~)- ) :> :> ) :t/ _____________ <br />906.98 1~W.7S \. _>_)_>_)_>_>~- / \ '-10"DIP SANITARY SE'HER FORCEMAIN __________-/._~---__-----_------::_- ,~-,..,.------ '. _ <br /> <br />~~.;.:""~-'::-};:;~;:.:i,..;~;.c:';=:0:.":::::~'f~wiI~J2~~H~~ff:E:2-2~-':-~::~.-~-:qE-:---~-~~: <br /> <br /> <br />\.., '...1 ~ DIP WATERMAIN t...:..:.', <br />\. .,. .>\ .. \,;: . :':.'\ <br /> <br /> <br />" <br />'" <br />C <br />o <br />:;:; <br />Q <br />" <br />U1 <br /> <br />C; <br />Z <br />3i <br />U1 <br /> <br />~ <br />o <br />Z <br />3i <br />U1 <br /> <br />~ <br />o <br /> <br />" <br />~ <br /> <br /> <br />~ " <br /> <br />~ ~ i I <br />~ ri ~ <br /> <br />o <br /> <br />......'-1... <br /> <br />- f - <br />1- <br /> <br />I: <br />13 <br /> <br />. <br /> <br />""'a' <br /> <br />'- <br /> <br />o <br /> <br />--/ <br />- . -~------ <br />- <br /> <br />~ <br />i <br /> <br />o <br /> <br />~ <br />!l <br />iul~l!l <br />y! 0 <br />"'~~ <br />IgW~ <br />NZI <br />J,j~ <br />5d'e <br />o <br />;;! <br /> <br />i 1 <br />i 1 <br />I, 1 <br />. .~ <br />~~1~ <br />[ ~ <br />i 1 ! <br />"" I" <br />~I:g 'I ~ <br />U")i<1 fL <br /> <br />~i~ I~ <br />[~ Y <br />, ~ ~ <br />I ~ I <br />i ~ ... TAP INTO DaSTING <br />r 16. DIP 'JATERHAIN <br />. 1 <br /> <br /> <br /> <br /> <br />,.,."."'" <br />.;: <br /> <br />,. <br /><II <br /> <br />~ <br />~ <br />~ <br />s <br />Ii! <br /> <br />~ <br />, <br />