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LEGEND jE�MZI UNARY PLAT OY ULUANZY POINT TIYIN h'OJI S <br />o.,..,� SITE, GRADING AND EROSION CONTROL PLAN <br />` \ CONCRETE WASHOUT AREA <br />PER MPCA/NPDES <br />REQUIREMENTS <br />\ STOC PI�E AREA / \ \ EX H MATCH EXISTING C&G <br />SEE SWPPP FOR / RIM DB.T <br />EROSION CONTR REWIREMENTS / ($E) = 894AG <br />\\� IN . NE. S!"'; <br />) 0B5.OD <br />111s S. m\ (ELEV'S PER ASU. FIEL V ) <br />/C01 CT TO XISTING 8" PVC <br />n ....nm urt. vvEAPCO uECTIDN INVERT <br />[....--VX <br />»p .... <br />pox pP[ [mxux[rrt sn <br />PROPERTY LINES = CONSTRUCTION LIMITS <br />a <br />(TYP.) <br />/ <br />\ <br />y.. <br />m <br />El. <br />. xunxu xen <br />MnMNm. <br />a <br />m <br />SWALE INTO POND <br />�o <br />\ <br />0 <br />mnn mx <br />4' CURB CUT <br />O <br />INSTALL INLET <br />PROTECTION <br />"• TEMPORARY ROCK <br />CONSTRUCTION ENTRANCE <br />'� � •�� � "° oar <br />PROP. B612 <br />CURB & GUTTER <br />(TYP.) <br />A, <br />EROSION CONTROL NOTES <br />1 ADSTURBED AREAS TO BE SEEDED AND MULCHED. EXCEPT <br />INLL NUMDER 8 BELM <br />L <br />z. 1111 AICIDRED) N DSTURBED AREAS OTHER <br />AND Nf LTRATION AREA <br />3. SEED MNBOT TYPE 15 121. AT A RATE OF 365 LB/AC <br />INFILTRATION AREA SEED MNDOT TYPE 33-261 AT A RATE 01 <br />LB/AC USE ON POND BOTTOM AND UP DOE POPES WHERE 11 <br />AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS <br />(POSSIBLBA E 01-I R1EAECORDS OSf AIEHE VARIOUN IN THE FIELTY D THE <br />INFORMATION <br />NOT TO BE RELIED N AS BEING EXACTIELD LOCATION OR COM COMPLETE. <br />PH BA I I <br />PRIVATE UTILITIES PRIOR TO CONSTRUCTION. <br />THE CONTRACTOR SHRLD <br />CONTACT GOPHER STATE ONE CALL AT (651) 45x-000P. <br />OTTER SET DR DEFILE SLOPES SHALL BE k1 OR FLATTER UNLESS <br />1 PROPOSE <br />AD DE COTOUWRINIER�LS SHOWN AT FO OOTNTE VRALS. <br />S IF ANY EXISTING STRUCTURESNTO REMMNHARE DAMAGED OURING VAL3 <br />CONSTRUCTION II SHALL BE THE CONTRACTORS RESPONSIBILITY TO <br />RETURN <br />ATD/OA REPLACE THE EXISTING STRUCTURE AS NECESSARY 10 <br />6. TDPOGRRAPHHCKIS FORIF CORTTON CONTRACTOR DOES <br />A T �OGRAEPT HHIC GRVEY BY <br />TOPOGRAPHY AS SHOWN ONTHEKAANSSR WITHOUT EXCEPAPHIC SURVEY TION, MADRHE SHALL <br />EGISTERED <br />LAND SURVEYOR AND SUBMIAT HIS T TO THE OWNER FOR REWEWY A <br />X. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING <br />CODES AND BE CONSTRUCTED TO SAME. <br />GALL DD. ISTURBED AREAS WITHIN THE PUBLIC RIGHT OF WAY SHALL BE <br />BCOIpMCTEDTSECON AND <br />C RMEPAlALE AREAS ESHALL <br />SED WITH EOUPME TNOT <br />IN THESE <br />AREAS TO AVGO SOIL CONPACTION. L WITH <br />FLOW ARROW <br />� x9 <br />\ � SWALE INTO POND <br />[[xT[B pR[R DWI[ .. <br />-,. \ <br />6 .. D[xn[B nxRAIN WL�[R \ <br />.. NO —EX <br />ML ycy <br />SWALE OUT OF POND <br />5.0' LENGTH BERM <br />\ \ s y INV = 906.5 <br />1-0 <br />INFILTRATION BASIN <br />BOTTOM = 904.0 <br />\ \ TOP = 906. <br />HWL = 906.8 <br />FeWWe[r [r a rWawv aem woarr rWn \ � \ <br />PROPOSED PARKING LOT <br />9G VARIES <br />1.5' BITUMINOUS WEARING COURSE <br />(SPWEA440A) (2360) <br />BITUMINOUS TACK COAT <br />(2311 <br />2.5' BITUMINOUS NONWEARING COURSE <br />(SPNWB440A) (2360) <br />8" AGGREGATE BASE PLACED <br />CL. 5 (2211) <br />6' SUBGRADE PREPARATION <br />(2112) (INCIDENTAL) <br />SHEET Y OF 3 SHEETS <br />MULVANEY POINT TWIN HOMES <br />HONSA SURVEYING <br />rae rrse ■iI LA% MW (a» Ae-aee <br />