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PATH <br />BUFFER & CONSERVATION CONSTRUCTION .9 <br />EASEMENT X <br />895.47 <br />89513 895.98 ' �.93:70•' <br />g94.45 89.4:37............................ 895.24 X8E5.32...-.895 ....'............89�'93..... �..........s95...........................CR...........................89 EDfTC ...... <br />....... <br />895.86 895 ............X 894.2.8................. ... 9fTC,4...................894.............................y�.E� 7.cN................................ 94.............................. <br />GE 894,9x' X GE x 3.97 �•'••""•"•'•EDITCH XE <br />..... GE•.x.........................................................894...... 893 80 .::::........... 89'148.X......................................... .893.......... 893 01 ............. <br />X 895.07 X 41T�H.....................894.................................... X 893.....CLCL...::.........................................................893:::::::::::: x .893.4.9 <br />. 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N 4s I I LOW FLOOR = 902.0 I IUx � sF R = 902.0 SEWO I 3-Bj �9086 i c©R I I LOW FL00Eeir62 oti I N mo I I - LOW FLOOR = z pl -;GSEWO I SEWO I I I <br />_ f: .4' I <br />EBIT63 I X Ado SE o I SEWO I I I I I { p<I I 9 I I s <br />901.83 ` ww �� lc,;o; I I I I I I % I I g I I I G 9 <br />ECONG I I 6 .................... <br />HaEGOR o I 2 I I 3 0 I I I e- 3 I I 904.5 I I G 904.5 : ?x <br />I I :. <br />X 2.0& :mow I I I I ©4.5 G '. 7 '':: <br />m� I I o {..... I I G 904.5............... G ..... I 1. I I fL o ��...................L.. <br />I 9045 G I. 904.5 G I L'. <br />H�ECO. 900.4 3: II II _� I I 9045 G N a <br />ONCE HOUSE LOCATED AT 7880 SUNSET AVE IS <br />CONNECTED TO CITY SERVICES, THE EXISTING WELL x899.30 PROVIDE SILT FENCE AROUND <br />SHALL BE ABANDONED AND EXISTING SEPTIC FLARED -END SECTIONS (THIN 24 HOURS <br />.............. OF STRUCTURE INSTALLATION (TYP) <br />DRAIN FIELD REMOVED (PER STATE AND LOCAL ....... <br />REGULATIONS) 898.21'.. <br />X GE 896.67 <br />x GE <br />g99'........ 898.50 <br />X <br />900.30 899.73 89.9.04 GE <br />xGE xGE • XGE <br />,..''..................................................... 89 <br />..897' ................... <br />898 19 <br />xGE ,10 ".. <br />aga .... 9a115'' ..................8g7.r........ XGE7.53 <br />897.04 �OF 1 87. F DIP18776 <br />1.61 O --------------- �� - - - - .. - <br />i E :' % 901�2 0.5% - - ag9... 900 90' PEDESTRIAN CURB <br />i.....................................g01............... o-- - 3I RAMP (TYP)..................... <br />5 <br />5 -"�9 <br />S 6 <br />" I <br />0.5% . 90� 2�.........o.s.o °� - <br />R O O O O O O ° �9 d;.. . - - 2% MAX. CROSS SLOPE �pF 901 <br />. •9 <br />0:0 O:O O O O O O.. .Q 5 900' 8- .... - �- 9 THROUGH SIDEWALK o •. <br />Q c. O O - o 0 0092 D412 CURB & 01... ' <br />N •. <br />(TYP) <br />O 00 GUTTER (TYP) <br />..01..........0......................... ............ <br />4 Q....... d <br />5o:06 Q O ........................... - <br />a <br />_a <br />g° a a <br />�a <br />- -a <br />- - <br />go <br />o <br />901901.6s 900 <br />\ <br />........... <br />sEBIT 01 ° 898• ............ <br />yW s PROPOSED 5-FT SIDEWALK, ; <br />e #6 <br />GG55 <br />O <br />CA <br />8.72 ° ° ° ------ X17, <br />" 8�3 <br />PN,S 8 95.5...... 6 <br />----- ,` <br />889. <br />UYWI . 902------- �li <br />- - - - - - - 5-WIDE CONCRETE N a <br />............... <br />98 0. 46 f�,r - - - SIDEWALK TYP I I B 81 I I a9 ' . �� ... _ \\_ _ _ -- <br />FOR E (TYP) I I I 893... RIP -RAP (TYP) ' \ <br />.. <br />VTY _ 903 I I I 1?2 (SEE DETAIL) \ <br />.......... <br />{........... I.........I................ sso <br />901.46 897.94 <br />EBIT 901.39 S I I I .. .. ............................ <br />EBIT T I I <br />904 I I G G 904.5 888 <br />I I I O 6. " <br />0 o e- 12 5 G I 904:5 "' .. G I I 90'4.5 O rn g5 86 <br />: j I I G I I 904. I I I �. 88 6 <br />q <br />O <br />I ^ I <br />zQEJZ18-17 Bs °' oOx. vI88999sT7ps.� <br />aP94sH4�. <br />79�D7s3, <br />P. y.E•:•'roo9, `:::••.•..... I ' co '. '..�o ...'..e..Q..1..:.e..- .......90..0.4....5....... <br />- <br />I I I I ..�I.I.I• <br />'.......O..O <br />9-O0R1.-7 <br />I 90TV <br />4.5 <br />'b 40 00' G�G ...5 <br />I <br />_ <br />III I I •••••• <br />.....�..... <br />_ <br />0 <br />JI I Ia�s"s.a7 901:7 .......... III <br />II ..... <br />1 <br />69a �Y <br />8. <br />qe <br />r <br />........I....47 8 ... I I I r <br />> <br />_ <br />sm.•s8s9:5.o•'..�i9 <br />7m <br />,J0,�`x�:. a..vm `•�da•�•E=::.� •rnf ° <br />'d <br />Z62 --' <br />, <br />- <br />D r ....... . I I..4....g�,.... <br />..................... <br />INVHDPE .. <br />�' GE <br />...... ANQKA COUNTY DITCH <br />E\ 1a 1\/ S- <br />\ E� <br />NW ... OW FLFEQOR..= 902.0 10�28_RANCH 1 <br />............................................6........WFLOOR N 95 2 902.0 <br />902LOW FLOOR 902.0 H 897.3 A2 .......... <br />co 902.0 300so1s3 .0 <br />EBIT <br />.5 LOW FLOOR 902.0 6020 <br />N v 9010 0I � �Idyl) 901.7 <br />901.7 901.56 <br />EBIT 90 <br />Q2 9 - 899xE <br />...... WIDE <br />SODDEDEOF9... <br />V 0 901 J 9 ..V:i:898.0900 -90T 9009E9.........01' 900 <br />9s 899 � � -9� 1 9.90........... 899.898 6.29 901.56 g9.........-..N 65 <br />.............. 0901.61 O HDPE . ........... 89- <br />............EBIT ... ........898....... 900 .......897...a.. . GE PROP POND Ba9 44 999 7896.24. 896.13 ................. FIFER ANDND G XxXcEWETLAND � <br />t 89:7. 897,86: �� - 89 48 59h`�`1. 89j.... GE GE ...... NWL 895.5 <br />i tPPN. 89,./9 896.8 G- SE �0 s97........• ..........................sss........................................................ CURB HWL 898.0 CONSERVATION*. <br />GL ... C CONSTRUCTION <br />'L <br />0 <br />g98 as <br />® 0 0 TO <br />E ss7...... BERM x895.89 GE <br />X896 <br />ON S <br />o <br />c,G LE ox PERMIT REQUIRED FOR : �8................... 898.5 F GE ' <br />895.79 895.75 <br />3}. <br />o WORK WITHIN COUNTY EPOND BOND <br />RIGHT-OF-WAY $POND �/ \ .................. "'PROVIDE [N T4SEDJMENT CONTROL FORXNFEW STORM <br />97 24 HOURS OF STRUCTURE <br />0 <br />xcE ' SEWER INt S WITHIN III: <br />EBIT50 rn `f+l-/ �� X89581 INSTALLATION (TYP) I <br />99 GE <br />3 66 X897.71 X8E7.74 X897.46 895.66 84 XGE <br />d.. $y�, <br />c `X E6'84.............. XGE8.30 X898.59 XGE8.77 X897. 110SBARNCOR 110SBARN X896.72•X E7. 9 Y-C�RJ6D ND X8 5.96 X896.04.. xGEs <br />COR' <br />.................................................... <br />EPO <br />WETLAND X896.17Lp <br />SEE "STREET AND UTILITY <br />CONSTRUCTION PLANS" PREPARED <br />BY WSB & ASSOCIATES FOR <br />UTILITIES AND ADDITIONAL <br />STANDARD DETAIL PLATES <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 />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 />RECOMMENDED SIDE <br />FOR GARAGE <br />I <br />SEWO <br />LOW FLOOR = 902.0 <br />9 <br />G 904.5 <br />L J <br />STREET <br />TYPICAL LOT LAYOUT <br />LOT LINE <br />RECOMMENDED HOUSE TYPE <br />S.E.W.O. - SPLIT -ENTRY <br />WALK -OUT <br />11ijS►N1 <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 J <br />LD Q <br />d <br />� H � <br />Z - CID <br />w cn <br />0 W Q <br />o ° LU <br />w U z <br />0� O U li <br />W <br />i In i <br />I1 4 N cV <br />O <br />E L <br />L <br />3 •L L <br />U' o <br />CL O O <br />O_ - in V ``�)^^ <br />m <br />�-0-0 o <br />� E w <br />C <br />�- U <br />c: J <br />L 73 <br />O <br />co <br />co <br />O <br />co <br />O <br />Z <br />J J <br />W <br />Cc� <br />G LO <br />� O <br />Q N <br />O <br />0 <br />CV <br />O <br />I <br />W <br />Q <br />a <br />z <br />W <br />Q0 <br />J <br />0 <br />!2 <br />Q <br />U <br />07 <br />~ <br />y' <br />06 <br />UJ <br />_ <br />~ <br />Z <br />CD <br />�_ <br />o <br />Z <br />C � <br />z <br />Z <br />W <br />Qa <br />L <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 />l� <br />0 15 30 <br />1 INCH = 30 FEET <br />