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END BIT. PATH <br />CONSTRUCTION <br />............................................ .898. <br />.899 <br />$5.4 <br />11� <br />O <br />0 <br />m <br />J <br />.900- ....... _ 1 <br />901 .... <br />WL <br />WL <br />WL <br />0 g0 <br />END STREET & CURB <br />ag 8 <br />CONSTRUCTION 897_ <br />E <br />898 <br />-898 <br />0 <br />\ S <br />N. <br />s <br />899... <br />RIP–RAP (TYP) — <br />(SEE. -DETAIL) \ <br />\ 111L <br />__- Drainage\& Uti ity <br />5–WIDE CONCRETE <br />SIDEWALK (TYP) <br />ANOKA COUNTY DITCH <br />10-22-32 BRANCH 1 <br />NWL 895.2 <br />HWL 897.3 <br />10' WIDE SODDED EOF <br />ELEV=898.2 <br />• <br />NOTES <br />-o se ent <br />'1M <br />\ <br />4 <br />• 898. <br />wc- <br />N <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 />(01.7 <br />SEWO <br />LOW FLOOR = 902.0 <br />9 <br />L 1 <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 />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 />END BIT. PATH <br />CONSTRUCTION <br />fgb <br />RIP–RAP (TYP) <br />901- <br />•900 <br />899. <br />.898. <br />8 <br />89' <br />900• <br />90' <br />L__ <br />....................................... <br />• <br />ries <br />1f<1iii`.1 1iii <br />1 \ ♦1 L/ 1 1 ,/ 1 • <br />..................897' <br />PROVIDE INLET SEDIMENT CONTROL FOR <br />NEW STORM SEWER INLETS WITHIN 24 <br />HOURS ..OF. ..STRUCTURE INSTALLATION <br />(TYP) <br />SEE DETAIL ...................................... <br />................. 896 ........................... <br />.....................................................................896. ..................... <br />895...................... <br />894........... <br />893.............. <br />892................ <br />- 891........... <br />890. •••• <br />889- .................................. <br />EXISTING POND G1 <br />NWL 895.5 <br />HWL 896.7 <br />889. <br />890• <br />.891 <br />892............................................................................................................ <br />893.................................................................................................................. <br />894 <br />•895• <br />896. <br />896 <br />............895 <br />...............894' <br />6 <br />n .. <br />893................... <br />892 <br />891 .............. . <br />890 .......................................................... <br />BAFFLE WEIR (TYP) <br />(SEE DETAIL) <br />03 <br />Off) <br />coo <br />690 <br />\ <br />\ <br />APPRO IMATE'POND EOF ... <br />ELEV 899.5 <br />(NOT FIELD VERIFIED) <br />897. <br />892 . <br />EXISTING POND G3 <br />NWL 895.5 <br />HWL 896.7 <br />N <br />898........... \ <br />\ \ <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE <br />(LOCATIONS TO BE DETERMINED – COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. <br />(CONTACT CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) <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 />to <br />to <br />0) <br />0) <br />rn <br />892 n <br />AA <br />.......................897................................. <br />.........................896....................................... <br />..896. ...................... <br />........903. <br />< < <br />sc- \ t' \ l <br />EXISTNGPOND 62•......:• :: <br />NWL 895 5 ...........:: .. <br />HWL 896:7... ......... <br />ad? <br />. e88 _... <br />6898 <br />6.1999 <br />69297 <br />6 <br />6993... <br />96 <br />8993 9st. <br />6909 <br />BAFFLE WEIR (TYP) <br />(SEE DETAIL) <br />e <br />-902N <br />r, r, 11 8r <br />11-e 1* i F- <br />L 1 \ 1 V L._ <br />0.50% <br />2� <br />5 <br />. 1i,r,,s e • I <br />I\111 1F! 1- /\ I\I <br />I I \I 1 \ \/ /—\ 1 • <br />Know what's below. <br />CaII before you dig. <br />GRADING, DRAINAGE & ESC PLAN <br />CENTURY FARM NORTH - 6TH ADDITION <br />DRAWN BY: <br />A.G. <br />DESIGN BY: <br />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 />O3 <br />4 <br />0) <br />E <br />> E <br />C0 <br />as <br />N -0 AOA� <br />L � �y <br />• C c <br />• co .5) <br />.c° ui <br />c '� o O <br />(0 N <br />Q•- <br />y <br />N <br />O <br />c_ ▪ Il <br />>*co 0) <br />E(13 <br />UL c <br />N <br />> -0 • <br />c <br />a.) O -O <br />U <br />2 <br />04.25.2014 <br />W <br />Q <br />0 <br />PLAT AMENDMENT - 6TH ADDITION <br />y <br />5 <br />r <br />GRADING, DRAINAGE & ESC PLAN <br />PREPARED FOR: <br />CENTURY FARM <br />NORTH <br />DEVELOPMENT, INC. <br />IIS <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 15 30 <br />1 INCH = 30 FEET <br />C1-2 <br />