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SITE, GRADING AND EROSION CONTROL <br />PLAN <br />`NNmumm6am "=T°�SEEDED AND MULCHED, E�EPT"=NDm <br />IN NUMBER S BE".. <br />2. YIILCH TYPE 1 (DISK ANCHORED) IN DISNRBED AREAS OTHER THAN SOD <br />AND INFILTRATION AREA <br />3. SEED MINDOT TYPE 35-221, AT A RATE OF DITS LB/AG <br />IINV AREA SEED MNOOT TYPE 33-251. AT A RAZE OF S5 <br />NHLIRAP <br />\ <br />. <br />lEDB AD.USE <br />EIO 1HF"]M-BODITT°MI%µD UP SIDE SLOPES. BHENE IT WLL <br />NS <br />CONCRETE WASHOUT <br />AREA <br />IE ALL SLOPES SIFEPER THAN H:I, SHALL BE RESTORED WIN SEED AND <br />Pao ED ED W H ERD9DH CION RD B AHHET PER M DDT SEC. BB�1 <br />PER MPCA/NPDES <br />MITUSE BIDDABLE EROAON CONTROL BLANI(EH ON POIAI SLOPES. <br />TIINIIMI°ZE m"P CON—TBN R BwALE: AND INFILTRATION AREAS <br />\ REQUIREMENTS <br />9 ALL DISTURBED AREAS WTRM THE RIGHT OF WAY SHALL BE SODDED. <br />. SEE SBPPP FOR TEMPORANY STPBIUZAnION REOUIRENENTE. <br />STOCKPILE AREA t <br />MATCH EXISTING C&G <br />5TE ODN NOTES <br />. THE IDENACTOR IS SPECIHGALLY CAUTIONED THAT THE EOOATIXI <br />"s"BASED "RETcoR°o`s o'TiIHe°vprsl°au`sBunun couP�nETSE�wliuBimE <br />SEE SWPPP FOR i B) <br />/ �,/ aryw <br />EROSION CONTROL REQUIREMENTS �\ / <br />°iI <br />NOSTOa MEASUFQYENTS TAKEN IN THE HELD THE INFORMATION IS <br />NOTTO BE RELIED ON AS BEING RNCT OR COIARETE. <br />o�PaaucpNLL <br />1115 <br />\ <br />PPMR un nREIRIro ��E aATMaE <br />�_ / �� wl <br />/ <br />CONTACT 60PHER STATE ONE CALL ATT(851) 45h0002 <br />2 ALL CUT OR RLL ELOPES 91ALL BE 31 OR RATTER UNLESS <br />OTIERBISE NOTED. <br />Y <br />j <br />/ g0 '� I EXISTING TRADE CONTOIR INTERVALS SHOYM AT 1 FODT INTERVAIS <br />4. IF ANY ED GRADE CONTOUR INTERVALS SHODM AT 1 FOOT INTERVALS. <br />5. IF ANY EIDSTNG STRUCTIRES TO REMAIN PRE OMAACED DURING <br />/ L CONSTRUCTION IT SHAH BE THE CWTRACTORS RESPON-1-1 Y TO <br />14 1 9� <br />/�. � / <br />'Y / I $ <br />TLAND <br />RE7U R AT TOR REPLACE THE EASROR ETIER. RE AS NECESSMY TO <br />RETIRN IT 10 FMISTNO WNOITONB OR BETIEA. <br />B. TOPOGRAPHIC INFORMATON TAKEN FROM A TOPOGRAPHIC SURVEY BY <br />SURVEYORS. IF CONTRAOTDF DOESNOTAR°�T EASING <br />3 <br />/11 <br />(/ I <br />' <br />1 <br />KIPAPHAS PLAINS SHALL <br />NA E MADE, AT HIS EIRENSE, A TOPOGRAPHIC SURVEY BY A REOSTERED <br />J <br />'1 \ <br />LAND SURVEYIXR PND SUBMIT TO THE OMNER FOR REWEW <br />CO CON 7RUCTION SHALL COMPLY WT1 ALL APPUDABLE GOVENNNG <br />6S <br />CC <br />J <br />^Y <br />/ J 'RTn. <br />INSTALL INLET <br />PROTECTION <br />B aLL o.D..Eo ARIA Ix E PUBUC RIGHT BF WAY ALL BE <br />D0INFILTRAT IN AND SWALE AREAS SHALL BE TILLED AND ROT <br />C <br />YE <br />PROPERTY LINES = CONSTRUCTION LIMITS +y <br />SPE &SOfCARE SHALL BE USED WTH EOU—M THESE <br />q°FE�"s <br />y ` <br />P. /E <br />/ <br />Oro. <br />3 <br />r <br />C <br />FLOW ARROW <br />PROPOSED PARKING LOT <br />p <br />_ <br />1.5" BITUMINOUS WEARING COURSE <br />(J <br />7 ' <br />TEMPORARY ROCK <br />(SPWEA440A) (2360) <br />BITUMINOUS TACK COAT (2357) <br />'d * <br />CONSTRUCTION ENTRANCE <br />2.5" BITUMINOUS NONWEARING COURSE <br />(SPNWB440A) (2360) <br />B" AGGREGATE BASE PLACED <br />Z <br />U <br />•, �. a• 'Isf .4 <br />CL 5 (2211) <br />Q <br />T <br />SWALE INTO POND(2112) <br />PROP. 6612 <br />6' SUBGRADE PREPARATION <br />(INCIDENTAL) <br />(n <br />W <br />� j <br />z <br />W W o <br />CD <br />�( I <br />CURB & GUTTER <br />w <br />e @ <br />(TYP.) <br />z Y <br />= <br />w Z <br />(q I <br />} <br />N <br />Of <br />4' CURB CUT ��9{qB i I <br />j c� <br />Y <br />\\tip <br />— <br />SWALE INTO POND <br />o <br />M <br />o w <br />LLj <br />\ y/ <br />SWALE OUT OF POND <br />`\ /2 <br />5.0' LENGTH BERM <br />10 <br />• y <br />`\ <br />INV = 906.5 <br />rrs <br />UND INC. <br />SRRYTC&S, <br />`\ <br />INFILTRATION BASIN <br />mmae�.aDe.re, <br />BOTTOM = 904.0 <br />�,�T; <br />`\ <br />TOP = 906.0 <br />HWL = 906.8 <br />'BsoTi'T:°esizBT <br />DRAWN BY: KIM <br />CHECKED BY: HILLS <br />`\ <br />DESIGNED BY: KLB <br />JOB NO. KXXX <br />1 N. SO feet <br />CAT: J-1B-2D19 <br />SHEET <br />S HEETH <br />Style In FRRt <br />X <br />