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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 />__j our <br />m m \ C <br />\ STOC PI�E AREA / \ \ EX H MATCH EXISTING C&G <br />SEE SWPPP FOR / RIM 08.7 <br />EROSION CONTR REQUIREMENTS / E) = 89V.9G <br />\\\ IWW (�, NE, -1 - 895.00 <br />llls 5 m\ (ELEV'S E ASBUILT. FIEL V ) <br />X.... MMw-1 \ Y / / 0 CT TO XISTING 8" PVC <br />n....nm urtx \ / _.Y <br />/ / FIE VVEPX. CONNECTION95.84INVERT <br />I' N P. H 1 <br />I (SW) = 895.5 <br />m , , D.—PROPERTY LINES = CONSTRUCTION LIMITS INSTALL INLET <br />�/ rW " a \ \ PROTECTION <br />a (TYP.) <br />B ^ <br />•n • • \ \ \ �.Q� TEMPORARY ROCK <br />CONSTRUCTION ENTRANCE <br />q.. unmu xen $S <br />L•1�.. ,Mllm mxnM .xm, SWALE INTO POND 8 <br />m Xl NMnw \\ B <br />IXv IN 90.i3 \ \ A GH 6S 98 <br />MH- nuR oNc \ oG+ <br />-� \ \ \ �8 L •PB \ <br />« s .... DENnL: nxRAW WLWLR \ <br />.... oExnER nMm nx.x \ \ �� <br />- - - - <br />- - - - - - I <br />\ 8 <br />\ 5� <br />�wFrW� a I�Oer s� ear s�i� � Lew \ 4 <br />OWAbw xr Wa rWewa uWe® woi•er rWn \ \ \ <br />EROSION CONTROL NOTES <br />1 ADSTURBED AREAS TO BE SEEDED AND MULCHED, EXCEPT <br />INLL NUMDER8EEOW <br />U <br />z. 11SK AICIDRED) N DSTURBED AREAS OTHER <br />AND NFLTRATION AREA <br />3. SEED MNBOT TYPE 15 121. AT A RATE Gl 365 LB/AC <br />INFILTRATION AREA SEED MNDOT TYPE 33-261 AT A RATE 01 <br />LB/AC USE ON POND BOTTOM AND UP SEE 9.DPE3 WHERE 11 <br />ND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS <br />ISERE <br />BA01-I RECORDS OSf THEVARIOUSIN THE FIELTY D THE <br />INFORMATION <br />IS <br />NET TO <br />BE RELIED N AS BEING EXACT OR OC ICOM L TEIx ALL PH BA <br />PRIVATE UTILIIIES`PRIOR TO CONSTRUIELDCTION. THE THE CONTRACTOR SLICHALL <br />CONTACT GOPHER STATE ONE CALL AT (651) 459-0OGP. <br />OTTLL SET DR DEFILE SLOPES SHALL BE k1 OR FLATTER UNLESS <br />3 PRSN` [D GRGDE CONTOUR INTERVALS SHOWN ATT F.GT <br />S F ANY EXST NG STRUCTURESNTO REMANHARE DAMAGED OUR NG VAL3 <br />CONSTRUCTON 11 SHALL BE THE CONTRACTORS RESPONSIBILITY TO <br />RETURN <br />ATD/OTO E REPLACE THE EXISTING STRUCTURE AS NECESSARY 10 <br />B TOPOGRAPHIC <br />NFO TION CONTRACTOR D FROM A TNOT �OGRAEPT EHC GRVEY BY <br />TOPEOG°APDEY AS <br />SHOWN ONTHEKAANSSR WITTHOOUT REXEEPBTION. EG SHALL <br />LAND SURVEYOR AND SUBMIHIS T TO THE OWNER FOR RENEW. A D <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 />9C011AITEDT SECON ND SWALE REPAHA'&REAS ERALL BSED EIT"EWPME TNOT <br />IN THESE <br />AREAS TO AVOG SOIL CONPACTION. u W H <br />— FLOW ARROW <br />DALE INTO POND <br />-SWALE OUT OF POND <br />5.0' LENGTH BERM <br />INV = 906.5 <br />INFILTRATION BASIN <br />BOTTOM = 904.0 <br />TOP = 906.0 <br />HWL = 906.8 <br />PROPOSED PARKING LOT <br />96 VARIES <br />1.5' BITUMINOUS WEARING COURSE <br />(SPWEA440A) (2360) <br />BITUMINOUS TACK COAT (2311 <br />2.5' BITUMINOUS NONWEARING COURSE <br />(SPNWB440A) (2360) <br />B" 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 />Aee rrse miI Fw% w (a» Aw-ae <br />