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LEGEND: <br />NEW FINISH GRADE SLOPE AND DIRECTION OF FLOW •p, ExiSTiNC POE <br />® r EXISTAYC GUY ANCNOi <br />TEMPORARY SEDIMENT FILTER- HIGH FLOW � EXISTNG FADE HYOtANT <br />. . . . . . . .. PROPOSED TEMPORARY SEDIMENT LOGS EXISTNG MANNOE <br />SF — PROPOSED TEMPORARY SEDIMENT LOGS - EXISTNG STORM SEWER <br />—900— PROPOSED MAJOR CONTOUR EXISTNG WATERMARK <br />901 PROPOSED MINOR CONTOUR EXISTNG SANITARY SEWER <br />-S.. CATOI BASIN <br />® TEMPORARY ROCK CONSTRUCTION ENTRANCE EXISTING FLARED END BECKON <br />EXISTAYG CON— EXISTNG PVC FENC£ <br />EXISTING WETLANDS DENOTES OPEN WATER <br />—TING FREE — — — — DENOTES EXISTING AOXYNERS <br />EXISTAYG TREE LINE DENOTES BY MNG SETBACMS <br />• FOUVD MONUMENT <br />SET MONUMENT <br />Q FOUND EAST IROR MGKLMENT <br />EXISTAYG ELECTRIC BOX <br />GE —T.. TELEPHONE PEDESTAL <br />SIGN <br />zad <br />GRADING GENERAL NOTES <br />EROSION CONTROL NOTES <br />I. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS PS EXIST <br />1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUCTION/GRADING <br />IN THE FIELD AND PS REPRESENTED WITHIN THE PLANS PS SHOWN AND ALERT THE <br />UMTTS SHOWN. <br />2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLWTION CONTROL AGENCY'S STORM WATER <br />ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. <br />2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND <br />PEIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL <br />NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT <br />PERMRMS REQUIREMENTS. <br />3. SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO AW <br />LOCATIONS PRIOR TO BIDDING THE PROJECT ANO COMMENCING WORK. <br />3 CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF <br />DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS <br />SPECIFIED BY THE PERMIT. <br />DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). <br />A. CONTRACTOR SHALL INSPECT TEMPORARY EROSION COWRGIL MEASURES ON THE EWIRE SITE AT <br />EAST EVERY T DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. —ED SILT <br />A. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO CONFORMANCE WITH GRADING <br />ENSURE <br />PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET <br />UR <br />FENCE OR OTHER EROSION CONTROL DEVICE OR PRACTICES SHALL BE REPAIRED IMMEDIATELY . <br />NSPECTION AND MAINTENANCE OF DEVIOES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL <br />STABILIZATION OF TERMINATION SUBMWED TO THE <br />EXISTING GRADES ALONG STREETS, PROPERTY LINES AND DRIVEWAY ENTRANCES RESTORE <br />ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER <br />OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. <br />AND A NOTICE IS MPCA. <br />5. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL <br />FDR SITE ER-DIN. <br />B MENT SHALL BE AND <br />OTIO <br />B TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF A" DEPTH AS MEASURED IN PLACE <br />OF TOPSOIL. TOPSOIL FURNISHED AND INSTALLED BY CONTRACTOR. ALL GRADED SLOPES <br />GREATER THEN OR EOURL TO 5:1 SHALL BE HYDROSEEDED. EROSION CONTROL BLANKETED. <br />MAINTAINED CONFIORMAND WIITH THIE STANDARDS SPECIEEDCONTROLSBY THE MPCA.STALLED <br />T. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR THE DISTURBANCE OF ANY AREAS <br />AND MAIIJTPINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. <br />OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR. <br />B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL <br />MEASURES. INCLUDING SILT FENCE AND MILES. UPON ESTABLISHMENT OF PERMANENT <br />VEGETATION IN SND AREAS. <br />9. ALL SOILS TRACKED ONTO PAVEMENT OR ANYOTHER OFF -SSE AREA SHALL BE REMOVED <br />DAILY. <br />10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO <br />ANYGRADING OPERATION. <br />11 L AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON <br />AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN ] DAYS AUER <br />FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. <br />12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEED MIX. MULCHED. FERTILIZED <br />M DISK ANCHDRED, PER THE FOLLOWING SCHEDULE: <br />SEED MIX 25-131: 22D LB/AC. <br />FERTILIZER 22-5-1D:35D LB/AC. <br />MULCH TYPE 3: 2 TONS/AC. <br />IY 1 <br />x <br />0 <br />1ROD <br />11 <br />SCALE <br />IN <br />FEET <br />IS <br />119 <br />II <br />7ta 15 A rn <br />c I � 4J <br />MsIAI <br />IAIO — DR ^ A• I I a s <br />c� 12 2 35 42 53 65 2 8 •19 µ�0 911 912 x313a I Fo } <br />' '�14 I .cc <br />4 v, > <br />Qy <br />ri i°iilEV"Ailw RRx.B m •y <br />r I ♦ I <br />I i �� �I I <br />I � WE, sEMxLx,A,TA, �sx ExEAF£xGr aERF,D• <br />,EMPDRAR. " FGNOE ouE..`. XN RDKD 1 i ¢ POND I ®I :nR QYERFLDYI DnAlu Z .. <br />RDOxRLE RDA r APAR, ADW,cExT ,O xE,t.xOs) 1 I I O Z J <br />C H9e (P.-TT, i/»A_'IF LINES. 1 PIANO <br />IANO / <br />A Ix L I J <br />Z <br />i I a w w o_ <br />Fr <br />Z� oZ <br />TYPICAL LOT (n w w a <br />------------------------------ <br />w <br />I PROPOSED L^B DENOTES DIRECTION Z w Q O <br />O DRAINAGE FLOW d 0 Z <br />LOT NUMBER 0 <br />PROPOTSED RE BALDING TYPE <br />PAD ELEVATION FBLO - NLL BSMT LOONWT J } w Q Z <br />ON LOOXOIITS 696.2 SLAB = DENOTES SLAB ON GRADE Q ~ Z O <br />PROPOSED HSE PA <br />I I FBL I � 5 a o v <br />SETBACK 898.2 SHEET N0. <br />I I PROPOSED GARAGE FLOOR ELEVATION <br />-CENTERLINE - <br />l0 <br />