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M <br />Ln <br />U <br />NW CORNER OF <br />SW 1/4 OF NW 1/4 OF <br />SECTION 7, T31, R22 <br />v\e <br />t <br />........... ......................... ......................................................... <br />.... .. ..................................................... 898 ... <br />................. ............... .......... ....... ............... ........... .... .............. ....... . ...... <br />6 . ..... <br />.............. <br />................ ......... <br />J 7== — — — — —1 <br />............. <br />QA4 <br />DWYJ (A(APR — — — — — <br />901.7 901.7 <br />5 <br />1 I I L <br />LOW FLOOR 902. <br />LOW FLOOR 902.0 <br />902.0 <br />LOW FLOOR <br />777 <br />........... <br />........... .............................. <br />................ <br />............ <br />........ WL <br />.......... ...... <br />.............. ............................ -898 .......... ............... <br />WLM_ ......... . . ................ ........................... 899 ............................... <br />............. .. ....... ................................ ................ ............................................................. <br />............... <br />............................................................ .. <br />....................... ......... .................... 901 . ......................... <br />....... .................. ...... <br />F <br />co co <br />0xv to <br />.......... <br />1H <br />SEWO <br />L <br />SEWO <br />cb 904.5 <br />to <br />-'Y 4 5 <br />Itl A <br />3 <br />2 I I 1 (-9 0 4775 <br />I QIL4.5 <br />L I g I I I O`` I <br />10cp <br />D5 <br />Lz� �-90 <br />EXISTING DRIVEWAY TO BE B 7 <br />REMOVED.- INSTALL NEW 9E�3 <br />DRIVEWAYDRITOW ROBINSON <br />5 <br />L J L <br />L .. I I I I �. i .......... <br />L <br />......... ....... ........... <br />-902- <br />L_ —.. —------...— j <br />L x- <br />.......... <br />.. ...900......... <br />. <br />END CUR b.. AT <br />-*WAY 6o <br />. ...................... <br />I ........ . . ....................... <br />RIGHT —OF. <br />................ . <br />.. . ............ ........... <br />...... .. .............. <br />............. .. <br />....... <br />...... ........ .. ..... ............. <br />....... .................. <br />.......................................................... ............. ............................. ................... <br />........................ ...................... <br />. . . . . ........ ... ..... ........................... ............................ .... <br />............... ... ............. ............... ......... <br />........... ...................... <br />....... ......... <br />............... . .......................... .......... <br />4 <br />... .. .... <br />...... ...... 1.04% <br />... ............. ...... <br />........... ............ <br />................. ........ <br />RO.S.1-N -SON DRIVE <br />... PEIDESTRIAN CURB <br />0.50% 0.50% <br />... .... .. R <br />..901 ........ ...... <br />....... <br />)60000 000000 <br />Ir ......... <br />_,�0.70% 0.75 o ............. ...... ..................... <br />A <br />AD <br />. ........... <br />D412 CURB & <br />...... Q­ ..... <br />GRADING, DRAINAGE a 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 />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 />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 />CECOMMEND PLACING GARAG <br />ON HIGH SIDE OF LOT 'q <br />F <br />901.7 <br />SEWO <br />LOW FLOOR = 902.0 <br />9 <br />904.5 <br />L— — — — — — — — <br />STREET <br />TYPICAL LOT LAYOUT <br />LOT LINE <br />RECOMMENDED HOUSE TYPE_ <br />S.E.W.O. — SPLIT —ENTRY <br />WALK —OUT <br />114IIEZ191 <br />Know what's below. <br />Call 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: PROJ. NO. <br />C.W.P. 14-1460 <br />ORIGINAL DATE: <br />MARCH 10, 2014 <br />z <br />0 <br />cn <br />LU <br />0 <br />z <br />0 <br />U) <br />LU <br />0� <br />ce) <br />co <br />E m <br />0) <br />Eco <br />co <br />-0--' <br />co <br />d <br />C, <br />aa)) UO) <br />z <br />�.E <br />d <br />c/) 0) <br />co C 3: .2 WC <br />c: <br />QW) 02 <br />0­U5 -Z6 <br />(D <br />cn , CU/) <br />!E c h <br />0,)) <br />0 0 <br />cl, <br />2 <br />< <br />c� <br />C) <br />�E E <br />cy) <br />CC) <br />(D <br />Li <br />0-0 <br />m <br />CD <br />cm <br />ax <br />LU <br />LIM <br />CD <br />P <br />Cc <br />LLI <br />W <br />z <br />0 <br />cf) <br />W <br />06 <br />W <br />0 <br />Z <br />ry <br />0 <br />z <br />0 <br />PREPARED FOR: <br />CENTURY FARM <br />NORTH <br />DEVELOPMENT, INC. <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE1c. <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 />I INCH = 30 FEET <br />