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NW CORNER OF <br />__ <br />-- SW 1/4 OF NW 1/4 OF <br />SECTION 7, T31, R22 <br />891. <br />-898 <br />—K. <br />WL <br />END BIT. PATH <br />CONSTRUCTION <br />WL WL <br />......................... <br />898 <br />w� <br />899 <br />901- <br />90 <br />LOW c5L00 <br />o <br />C <br />r-- 903 <br />EXISTING DRIVEWAY TO BE <br />REMOVED — INSTALL NEW <br />DRIVEWAY TO ROBINSON <br />DRIVE <br />902 <br />.......................................................................................... <br />1.04% <br />PEDESTRIAN CURB <br />RAMP (TYP)........... <br />O 000000000 <br />000000000000 <br />O 00 �,- <br />0000:00000 <br />O 000000000 <br />0 <br />RO <br />CO <br />EN <br />K <br />STRUC11ON <br />ANCE <br />LLJ <br />0 <br />x <br />P <br />OW <br />OL <br />5—WIDE CONCRETE <br />SIDEWALK (TYP)....�..... <br />40 <br />00' <br />1 <br />LOW FLOOR = 902.0 <br />LOW FLOOR = 902:0' <br />CD <br />RIP—RAP (TYP) \ <br />(SEEDETAIL) \ <br />s <br />- ______ D r a n a g E <br />ANOKA COUNTY DITCH -a S <br />10-22-32 BRANCH 1 <br />NWL 895.2 <br />HIM:, 897.3 <br />10' WIDE SODDED EOF <br />ELEV=898.2 <br />•897. ............................. • <br />END STREET SIC.. CURB <br />CONSTRUCTION <br />TEL B <br />X <br />..0 <br />................................... <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL <br />ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED — COORDINATE <br />WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT <br />CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING <br />OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF <br />LOCAL CONDITIONS REQUIRE. <br />2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA—BY—AREA <br />BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL <br />EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR <br />PERMANENT COVER WITHIN SEVEN (7) DAYS. <br />3) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN <br />(SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. <br />NOTES <br />....................898 <br />///////////// <br />/ <br />1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES <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 />B9 <br />896...... <br />...•895•••... <br />WETLA\3 <br />SURFACE DRAINAGE <br />FINISHED GRADE <br />AT REAR OF HOUSE <br />DRAINAGE & UTILITY <br />EASEMENT <br />LOWEST FLOOR ELEVATION <br />PROPOSED ELEVATION AT <br />GARAGE DOOR (FRONT) <br />RECOMMENDED SIDE <br />FOR GARAGE <br />001 . <br />SEWO <br />LOW FLOOR = 902.0 <br />9 <br />(904 <br />L J <br />LOT LINE <br />RECOMMENDED HOUSE TYPE <br />S.E.W.O. — SPLIT—ENTRY <br />WALK—OUT <br />R/W <br />STREET <br />TYPICAL LOT LAYOUT <br />LOT NO. <br />......................... <br />PROP POND B <br />NWL 895.5 <br />HWL 898.1 <br />TOP OF BERM <br />898.5 <br />PROVIDE INLET SEDIMENT CONTROL FOR NEW STORM <br />SEWER INLETS WITHIN 24 HOURS OF STRUCTURE <br />INSTALLATION (TYP) <br />Know what's below. <br />CaII before you dig. <br />GRADING, DRAINAGE & ESC PLAN <br />CENTURY FARM NORTH - 6TH ADDITION <br />DRAWN BY: DESIGN BY: <br />A.G. C.W.P. <br />CHCKD BY: <br />C.W.P. <br />PROJ. NO. <br />14-1460 <br />ORIGINAL DATE: <br />MARCH 10, 2014 <br />REVISION DESCRIPTION <br />RCWD COMMENTS <br />CITY REVIEW #1 <br />Lu <br />1- <br />/21 <br />ao <br />4 <br />0) <br />E <br />E— <br />as L <br />m r• ,d <br />0� AAr� <br />L (y <br />• COco <br />.222°2 w 2 <br />2 •L . 0 <br />c <br />Q.0) <br />• o N 07 <br />U o <br />as m0_ <br />E <br />• L 2 <br />0 C <br />_c• o -0 <br />0 <br />2 <br />04.25.2014 <br />w <br />0 <br />PLAT AMENDMENT - 6TH ADDITION <br />y <br />Lid5 <br />GRADING, DRAINAGE & ESC PLAN <br />PREPARED FOR: <br />CENTURY FARM <br />NORTH <br />DEVELOPMENT, INC. <br />41111111 <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <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 />1► <br />0 <br />IIIIII;iiiiii <br />30 <br />1 INCH = 30 FEET <br />C1-1 <br />