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' _ _ <br />1 i pi f <br />1 <br />i <br />f / <br />co <br />I <br />i co <br />H 0 K A H DRIVE � <br />---- <br />�� , I I I - - _ _ _ - SH EN AN DIOAH 3R ADDITION <br />BLOCKI 4 <br />N <br />1- <br />I I I <br />1 ILA I ROCK CONST I <br />UCT <br />0 K A �0N ENTRANCE (DETAL GEN- <br />�ITEROSION <br />_ANE CONTROL BLAK T A�SHOWNTO <br />"- <br />111n PROT T/SAVE TREES I I _K_ --�1' i� I I S H E N A N DI 0 A H 3 R D I1 A D D I TI 0 IJ >x� o <br />f <br />- PROPOSED RAIN Gu6Dx� <br />n Qjz X- <br />50 nm. <br />00 J I I mX <br />---JJI - <br />m• <br />I <br />I I \ I n ------------------------ - I I 4p I ------------------------------ ---- ------ Sp 0 _I_-- o---- <br />900-- �- - -- - ---� ,, 94.50 � g1. pp � 6--------- 894-----� -- �- 9�,., g,2 - <br />\ t1 -___-_ LP' 94P - _----------- - -- ---------- 896----- NP' P _ EOF <br />�, ° 1 5%1996 <br />rn - - <br />v II I \ cx �x p I \� 0 - _ --- --- -�_- _ --- _ <br />9 1 p -- 1 z as7.o <br />L: <br />I l0 o� 9 _ e <br />t o I II F�� I1 I I �1 9 P 1 I I Q 894.3 110 101 894.3 I 7F_-�Z_ <br />I 897.5 I 5 �97 �97.� F�/°/894.8 894.8 894.8 1I / ,1 898.0 I ,r_ �'��.1 Q 10 897.5 897.5 0 897.5 <br />c J 5p LOW FL=892.3 O I / 897.0 ' t 897.0 I C m <br />LOW FL=892.3 LOW FL=892.3 LOW FL=891.1 ,�' - �- <br />896.5 c� LOW FL89 1 LOW FL=890.1 ��OW =890.1 LC <br />I I 1 I I � , R- � I LOW PEN=895.5 I I LOW FL=890� I I - I 0 I I I <br />I I I I -4 ` * LOW OPEN=895. LOW OPEN=895.5 �_ � �OW FL7889.6 1 ` I �° r o <br />-mX `��, N Lo*� LO*,--, FB ��' 897.5 ,--- 811 <br />97.0 �o I (I FE Fg �� B <br />Fv) DROP 2--CRS (n /' ' - _ FB CA) mz <br />g 00 0 DROP 2 CRS / � m v' �D <br />�m I zz O DROP 2 CRS O �� LOW FL-89CL1- V�/T--`( _ <br />rx �.o LP' 898.3 GAR-- W 0 FL-88 .6 D IW m <br />V \I II ��� �� 6 �� ���GAR 898.3 ,' 898.3 GAR GA 898.5 '(� 898.0 / ,��8 _ '�'� 897.OAR w 897.� AR IA 897.5 z� 897.5 -GAB_ <br />/ l �z � : � g5 - - -- "14 - <br />UD �� �" cn� / I I zmv I o a,� �� <br />o 0 0 ,' m o I o I I <br />OVERHANG ' _ °R� �D 10 10 �D D J� I !" \ �D y ND 1Q 10 <br />i ° \ r.. ...Y:. - / _- --J ��-- L --�- �� J L ��--� _-J L ogD I 1 GAR 897.5 \ J L-°q ---J ��--�wD L- <br />SOO <br />o I L� n\ 314.73 ` s i cn /' I� ' <br />.� o I I <br />v I -- I H�-_ <br />II 60 <br />oHW_- - ofiw �r J �/ �� / 1 �� 10 , <br />v� <br />:. , i . <br />/ M <br />O I <br />0\ 0 i by 0 <br />Sioux <br />s� �_ /��' 95 5 �� <br />_ _ <br />MNo n I-' --- �- 89 if _ _ 0.50% = O.SB% 0.88% - 04'' / ° 0-v 1� <br />A 10 <br />I I, f/ m x 1 \ - - - 7Jrq \ I I <br />I �' I � <br />I - <br />n �Y aym I yx i' C r _ -- / - -------- <br />cx i JD _ 1 <br />I ��� -�9 04 00� > .� ' ' �D <br />n �s o� I c�z = U --- IVY v i A <br />Z --- - <br />C�J vv 6•o / m� 0 101 1 GA 899.2 I CAR <br />El^0 ° '' - - L L- ----- -I- GA98.2 1 GAR 897.7 <br />- ` J `� 891 8 I oNo�i 1 DROP 1 CRS I DROP 1 CRS 1 <br />N n i � __�i �' D �/ � �\ I N 1 N <br />l J 1 ' ' If 2- L <br />> (� �\ 6, 891.0 890.5 <br />D/ m'z 0g <br />r \ <br />cn - ° 11 <br />m z cn 100 O <br />r / m (1 <br />mo o <br />,/ � '\� mom/ <br />� I <br />7 z o d> - - I I 890.5 + <br />_ - I -- - - V <br />h 1 I I m <br />it � i' ' �� - !_-- - `V I 891.6---- -- CqD' <br />=_ _ --- v I I <br />y <br />,--------' Z0 890.5 =I f -SSG-Ie� <br />nll PROPOSED POND 3 __-- \ 1 BL \\i I I -- �- --- 891.E I 1 C9o.5 IR ,� m o _ J co <br />o _ \ <br />O o i NWL 888.6 �� I I I �] 11 I I J L--- / �o <br />j I I, pert/ �G <br />v <br />n / V ' <br />8 i i <br />98 <br />60 <br />D <br />W. 0. <br />GAFF\ <br />�D <br />\W.O. <br />J <br />GAR 899.5 --__ <br />1- <br />o <br />o 8D98.2 <br />CRS <br />- -- <br />V <br />' <br />898.2 <br />1 <br />I <br />DROP 1 CRS <br />DROP <br />1 CRS ,'' <br />C Q ' <br />899.4 GAR ���� �� ,= i� ' 0 ,'°9� GAR 898.2 <br />DROP,� C7S <br />W.O.* <br />891.0 <br />�7 �� x ' • i / � cf) <br />W. 0. <br />D � <br />W. 0. <br />V7 , <br />HWL 890.3 <br />CID <br />CID �I_ TOP BERM 890.8 <br />90 <br />0-FT WIDE SODDED 1\ -_- <br />OVERFLOW <br />El�j/ 890.3 I <br />P <br />C <br />--� - - / i Z �l 7u 0 <br />C7 �l 0 <br />c 00 <br />v m =H m mrn n 00 j I "�� F_ Ipp �� D� <br />� I O �00 DC) �< <br />❑ .', �� C� `� , CD �D <br />wet II - c --i � <br />m O <br />v ' I FO oo z M <br />-- ----Wet I O 00 D <br />lam :U fvII <br />TEM o -- _------ 00 <br />II rn z 00 <br />00 <br />;AIL -- °° `� �M <br />/ �' o o M <br />co w <br />I ---- 0 <br />� <br />- \\ <br />CTI <br />it C) <br />� <br />we{� <br />\ I I 6I <br />01 <br />e m� <br />Ip <br />I 1 A W2{�� <br />_ <br />Know what's below. <br />Call before you dig. <br />POND HWL <br />POND NWL <br />BOTTOM <br />��77-7 <br />898.2 GAR <br />DROP CRS <br />0 W. 0 W <br />/ <br />---888 �10 10 L _ - - <br />PROVIDE INLET -SEDIMENT CONTROL <br />--- - -----FOR-NEW STORM SEWER INLETS - I-\ <br />WITHIN 24 HOURS OF STRUCTURE - - <br />INSTALLATION (TYP -SEE D�AIL <br />/GEN-19)1 <br />F_ 0 <br />' - - --- <br />o m / T� ' --- - --------- - ----" - <br />- i � <br />o co o r- <br />c m m <br />v <br />CO <br />F <br />�KD p <br />0m <br />mom <br />--� <br />70D <br />' <br />I <br />/ <br />/ <br />/ <br />I <br />�I= <br />10:1 SAFETY <br />BENCH <br />TYPICAL POND DETAIL <br />OD <br />OD <br />WATER TABLE <br />MEASUREMENTS <br />2-29-16 <br />BORING <br />ELEV <br />SB <br />1 <br />884.3 <br />SB <br />2 <br />883.1 <br />SB <br />3 <br />885.9 <br />SB <br />4 <br />886.3 <br />SB <br />5 <br />884.3 <br />SB <br />6 <br />882.5 <br />SB <br />7 <br />884.7 <br />SB <br />8 <br />884.4 <br />SB <br />9 <br />882.9 <br />SB <br />10 <br />882.3 <br />SB <br />11 <br />882.6 <br />SB <br />12 <br />-- <br />SB <br />13 <br />885.0 <br />SB <br />14 <br />NO BORING <br />SB <br />15 <br />-- <br />SB <br />16 <br />883.8 <br />1 I <br />I 1 <br />I I <br />1 <br />I <br />1 <br />WO = WALK -OUT <br />LO = LOOK -OUT <br />FB = FULL BASEMENT <br />(* INDICATES DROPPED GARAGE) <br />DRAINAGE & UTILITY <br />EASEMENT <br />LOW FLOOR ELEVATION <br />LOW OPENING ELEVATION <br />RECOMMENDED HOUSE TYPE <br />FINISHED GROUND ELEVATION <br />(GARAGE FLOOR 0.3-FT ABOVE <br />FINISHED GROUND ELEVATION) <br />19, <br />\ <br />j <br />b 1 � <br />\ V \ Q <br />\ \ <br />17 <br />\ <br />II - <br />RIP -RAP W/ <br />I <br />- - - (SEE DETAIL STR-7 _ <br />iV PROPOSED POND 1 <br />NWL 886.0 <br />----I--- �, HWL 889.2 - -----; - <br />-884-- <br />SURFACE DRAINAGE go 3=�- -- 41. <br />VP BER _ _&90.0 <br />r - - - - - - - ELEVATION 10-FT PAST_BACKOF PAD <br />FINISHED GRADE '' 10-FT WID�`, SOaa5fD <br />- 0.5-FT BELOW LOW FLOOR FOR WALK -OUTS OVER LOW �' <br />- 0.7-FT BELOW LOW OPENING FOR ELEV ��89'2 Z <br />8941 --FULL BASEMENTS & LOOK -OUTS <br />1 1 45 PROPERTY, LINE _ GRADING, DRAINAGE & EROSION CO ROL NOTES <br />I 894 g I , -- <br />1) PRIOR TO ANY GRADING OPERAT1 NS, THE CONTRACTOR SHALL INSTALL <br />LOW FL=892.1 I / ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DE INED - COORDINATE <br />LOW OPEN=895.3 I i WITH OWNER) AND' PERIMETER SILT FENCE AS SHOWN ON AN. ADDITIONAL <br />LO* II SUGGESTED SILT FENCE MAY qE NECESSARY IF LOCAL CONDITIONS R IRE. <br />i <br />DROP 1 CRS I GARAGE LOCATION 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR <br />898.8 GAR APPROX. <br />I INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. <br />DRIVEWAY GRADE 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA <br />C0� BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL <br />A> I EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR <br />L - - - - - < -1 PERMANENT COVER WITHIN SEVEN (7) DAYS. <br />4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN <br />(SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. <br />5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE <br />_ ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE <br />STREET REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. <br />6) CONTRACTOR TO CONTACT JORGE BERNAL (763-862-4224) AT ANOKA <br />COUNTY HIGHWAY DEPARTMENT FOR PERMIT PRIOR TO ANY WORK IN COUNTY <br />TYPICAL LOT LAYOUT RIGHT-OF-WAY, <br />C <br />r <br />DRAWN BY: DESIGN BY: <br />A.G. A.G. <br />CHCKD BY: PROJ. NO. <br />C.W.P. 16-1596 <br />ORIGINAL DATE: <br />MAY 10, 2016 <br />z <br />O <br />a. <br />W <br />0 <br />0 <br />W <br />it <br />W <br />Q <br />0 <br />LL <br />WO <br />` <br />aW,z„3 <br />� <br />m <br />�m JQw <br />z- <br />J J x H <br />0 <br />a O <br />0 <br />W a z <br />z <br />W <br />L)Pz <br />�:Z:)Z <br />`1 <br />z <br />-LL <br />�O<W0 <br />_ <br />C'3 <br />W 2 Z WW <br />��ozQ <br />0 <br />o <br />W m Q W UJ <br />= <br />Q <br />N <br />}1)za= <br />W <br />wor001- <br />ci a< <br />L <br />I6 <br />2 a <br />W L <br />A <br />�.i <br />� <br />Li <br />0-0 <br />O <br />W cr <br />a <br />z <br />g <br />w <br />Q <br />� <br />O <br />W <br />m <br />W <br />rr/^ <br />VJ <br />z <br />W <br />W <br />W <br />z <br />< <br />J <br />Y <br />0 <br />- <br />U <br />z <br />z <br />J <br />Q <br />V <br />PREPARED FOR: <br />JAMIE JANSEN <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 />O <br />1 <br />0 25 50 <br />1 INCH = 50 FEET <br />