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......................................................f-9017. -----.................. <br />.... <br />rN, r.IN k <br />i� rr- <br />pp 0.50% — <br />5p w — —.... <br />I .O <br />.0 0 <br />........... ...- <br />9 7 <br />0.58% <br />..... ...g..p.1. <br />.. ........ <br />�— <br />..... <br />0 0 <br />D412 CURB & <br />8 — ov `L GUTTER (TYP) gp1 �2 <br />.......... <br />/ <br />Q.. a ° <br />... g <br />1.04% g01• b.50% <br />RIVE <br />—� —ROBINSONgg _ a <br />— RO � � / / <br />— — I e. <br />a. <br />L <br />..... PEDESTRIAN CURB ............ <br />RAMP (TYP)...... <br />gp1 h� PROPOSED FT SIDEWALK <br />a L / <br />. T ... <br />/ I:I <br />9oi ........... BEGIN STREET & <br />a ....... / <br />CURB CONSTRUCTION <br />m a I:I <br />� � a <br />... <br />......... <br />a , <br />S \ <br />\ 5—WIDE CONCRETE <br />\ \ SIDEWALK (TYP) <br />eg <br />�•. ese. s..... A _ _ — --..._ <br />RIP —RAP \ — — _ _ <br />(SEE'- DETAIL) \ <br />---- D r a i I y - ------------- - n a e� U t t , <br />ANQKA COUNTY DITCH E a s e \1Ae n t <br />10-'22-32 BRANCH 1 \ <br />NW4 895.2 \ <br />HWL4 897.3 \ <br />:10' WIDE SODDED EOF <br />2 � <br />ELEV=898..�% WL <br />\ SURFACE DRAINAGE <br />FINISHED GRADE — <br />din AT REAR OF HOUSE <br />do <br />901.7 <br />61 <br />DRAINAGE & UTILITY <br />EASEMENT <br />LOWEST FLOOR ELEVATION <br />PROPOSED ELEVATION AT <br />GARAGE DOOR (FRONT) <br />NOTES <br />RECOMMENDED SIDE <br />FOR GARAGE <br />R <br />sot ... .. .................. / II <br />a <br />.............................. <br />.............................. <br />• .................. <br />...... PROVIDE INLETSEDIMEN.T..CONTROL.FOR..... .. <br />I:I ` <br />CROSSCONCR—GUTTER <br />........................... <br />... <br />...... <br />...........................................899.....................NESTORMSWRINLETS WITHIN 24 ............ <br />LOW FLOOR = 902.0 <br />9 i <br />904.5 <br />STREET - \. \ ..(SEE DETAIL) <br />TYPICAL LOT LAYOUT <br />\ <br />\: <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />\ \ Know what's b `. W. <br />: <br />1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE \ \ <br />ow w below. <br />• .. <br />(LOCATIONS TO BE DETERMINED — COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. \ \. ail before you dig. <br />1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES (CONTACT CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) t V.. ................ <br />2) SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR SITE SEQUENCING <br />AND ADDITIONAL EROSION CONTROL NOTES <br />3) THE REMOVAL OR IMPORTING OF SOILS OFF -SITE IS PROHIBITED WITHOUT <br />PRIOR CITY APPROVAL. <br />ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. <br />2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA —BY —AREA BASIS TO MINIMIZE UNSTABILIZED <br />AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL <br />PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS. <br />3) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION <br />CONTROL NOTES AND SITE SEQUENCING. <br />DRAWN BY: DESIGN BY: <br />A.G. C.W.P. <br />CHCKD BY: PROJ. NO. <br />C.W.P. 14-1460 <br />ORIGINAL DATE: <br />MARCH 10, 2014 <br />z <br />O <br />a U) <br />z <br />C/) W <br />LU 2 <br />W <br />O w <br />w U <br />Of O U <br />W <br />12 4 N <br />m <br />� <br />E <br />m <br />EL <br />CL <br />� <br />O <br />mcn <br />_ <br />O W <br />J <br />c: <br />m o <br />� a <br />(D <br />D I <br />n m �` <br />Q <br />v <br />U O <br />< <br />O <br />Q <br />N <br />_ <br />N <br />E c <br />o <br />U a) <br />:0-0 <br />W <br />L 0 <br />Q <br />a <br />z <br />Z <br />O <br />W <br />~ <br />Q <br />� <br />Q <br />d <br />Q <br />0 <br />~ <br />O y' <br />06 <br />W <br />_ <br />~ <br />z <br />lo. <br />C <br />Z <br />Z <br />W <br />aQ <br />0 <br />z <br />W <br />ca <br />PREPARED FOR: <br />CENTURY <br />FARM <br />NORTH <br />DEVELOPMENT, <br />INC. <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />NORTH <br />0 15 30 <br />1 INCH = 30 FEET <br />GRADING, DRAINAGE & ESC PLAN ��m� <br />CENTURY FARM NORTH - 6TH ADDITION <br />