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STOCKPILE AREA <br />SEE SWPPP FOR <br />EROSION CONTROL REQUIREMENTS <br />PROPERTY LINES = CONSTRUCTION <br />SWALE INTO POND <br />4' CURB CUT <br />SITE, GRADING AND EROSION CONTROL PLAN <br />CONCRETE WASHOUT <br />PER MPCA/NPDES <br />REQUIREMENTS <br />AREA <br />EXISTING C&G <br />INSTALL INLET <br />PROTECTION <br />TEMPORARY ROCK <br />CONSTRUCTION ENTRANCE <br />PROP. 8612 <br />CURB & GUTTER <br />(TYP.) <br />SWALE 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 />1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED, EXCEPT AS NOTED <br />IN NUMBER 8 BELOW.. <br />2. MULCH TYPE 1 (DISK ANCHORED) IN DISTURBED AREAS OTHER THAN SOD <br />AND INFILTRATION AREA. <br />3. SEED MNDOT TYPE 35-221, AT A RATE OF 36.5 LB/AC <br />4. INFILTRATION AREA SEED MNDOT TYPE 33-261, AT A RATE OF 35 <br />LB/AC. USE ON POND BOTTOM AND UP SIDE SLOPES, WHERE IT WALL <br />TRANSITION TO THE 35-221 MIX. <br />5. ALL SLOPES STEEPER THAN 4:1, SHALL BE RESTORED WITH SEED AND <br />PROTECTED WITH EROSION CONTROL BLANKET PER MnDOT SPEC. 3885.1 <br />S. USE BIODEGRADABLE EROSION CONTROL BLANKET ON POND SLOPES. <br />MULCH ON POND BOTTOM. <br />7. MINIMIZE SOIL COMPACTION IN SWALES AND INFILTRATION AREAS. <br />6. ALL DISTURBED AREAS WITHIN THE RIGHT OF WAY SHALL BE SODDED. <br />9. SEE SWPPP FOR TEMPORARY STABILIZATION REQUIREMENTS. <br />SITE GRADING NOTES: <br />1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION <br />AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS <br />IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE <br />POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS <br />NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE <br />CONTRACTOR SHALL VERIFY THE FIELD LOCATION OF ALL PUBLIC AND <br />PRIVATE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL <br />CONTACT GOPHER STATE ONE CALL AT (651) 454-0002. <br />2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS <br />OTHERWISE NOTED. <br />3. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. <br />4. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. <br />5. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING <br />CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO <br />REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO <br />RETURN IT TO EXISTING CONDITIONS OR BETTER. <br />6. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY <br />LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING <br />TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL <br />HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED <br />LAND SURVEYOR AND SUBMIT TO THE OWNER FOR REVIEW. <br />7. CONSTRUCTION SHALL COMPLY MATH ALL APPLICABLE GOVERNING <br />CODES AND BE CONSTRUCTED TO SAME. <br />8. ALL DISTURBED AREAS WITHIN THE PUBLIC RIGHT OF WAY SHALL BE <br />SODDED. <br />9. INFILTRATION AND SWALE AREAS SHALL BE TILLED AND NOT <br />COMPACTED. SPECIAL CARE SHALL BE USED WITH EQUIPMENT IN THESE <br />AREAS TO AVOID SOIL COMPACTION. <br />---e— FLOW ARROW <br />1.5" BITUMINOUS WEARING COURSE <br />(SPWEA440A) (2360) <br />BITUMINOUS TACK COAT (2357) <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 />1 inch - 30 feet <br />0 30 60 <br />Scale in Feet <br />x <br />O <br />m <br />PTS <br />LAND SERVICES, INC. <br />COMPLETE SITE DESICV ANO <br />LIND SURVEYING SERVICES <br />Engineers and Surveyors <br />826 NIf 3wm ST. <br />FARIB IJLT, MN 65122 <br />Phone: (607) 291-1127 <br />Fez (607) 294-9472 <br />t1mptelend.00m <br />DRAWN BY: KLB <br />CHECKED BY: KLB <br />DESIGNED BY: KLB <br />JOB NO. XXXX <br />DATE: 7—IB-2019 <br />SHEET SHEETS <br />x <br />n <br />7) <br />O <br />ry <br />0 <br />z <br />a <br />Q <br />W <br />O <br />O <br />W <br />> <br />U <br />_ <br />Q!� <br />=U)Lo <br />Z <br />Y <br />w <br />W z <br />�Q� <br />(n <br />w <br />Lj <br />LL] Of <br />Qo0W <br />z <br />> oOf <br />U <br />CD <br />W <br />W Y <br />:5iO <br />(.0 W <br />00 <br />> <br />W <br />0 <br />W <br />z <br />O <br />PTS <br />LAND SERVICES, INC. <br />COMPLETE SITE DESICV ANO <br />LIND SURVEYING SERVICES <br />Engineers and Surveyors <br />826 NIf 3wm ST. <br />FARIB IJLT, MN 65122 <br />Phone: (607) 291-1127 <br />Fez (607) 294-9472 <br />t1mptelend.00m <br />DRAWN BY: KLB <br />CHECKED BY: KLB <br />DESIGNED BY: KLB <br />JOB NO. XXXX <br />DATE: 7—IB-2019 <br />SHEET SHEETS <br />x <br />