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0 <br />v <br />\ I w <br />I c \ \ \ REINFORCED SPILLWAY TOPPBERM @ 916.0 I <br />9 c \ REDUNDANT SILT FENCE / (TYP) - -914 I I <br />\ ADJACENT TO WETLAND (SEE DETAIL) <br />• • • • • • • 1 .\ / <br />_\ <br />\ ,-4'-� <br />/9 \ \ • • 916 // S 916 <br />i I <br />\ c • 912 • • / / I of I <br />\ o • <br />911 <br />908 <br />\ '° � \c \ • • 906 \ •••• l IoI II <br />\ 9 <br />\ �\� \ 9 \� • - - - NWND 90�P0 \ ' • • • • / / SILT FENCE I <br />100 YR HWL = 914.6 \ • • • •' • • • • • • • / / (TYP)c::= <br />906 • • • • • • • % N <br />916 • • • • • • • • I <br />908 N- 918 / • • • • • • • • • • • • • • • o I <br />\ \ 9 \------------------ -- --- -- �- 1 <br />\ c \ � ---- - - 911 - - - - -- - -- < 920 • 1 1 I I <br />\ 9 <br />\ \ 9 \ ��� - - 922 - • II II I <br />\ \ c \ 912 IoI <br />\ \ 9 9 \ \ 2 .5 < 922 22.5 • II j <br />914 << I • I I <br />\ \ 9 \ 916 x 21.7 c0� I • <br />978 -21.7 -- 20.3 x • II o1 <br />\ I 7-- I • <br />\ \ 9 <br />22.2 °, ' 922 . ° ° • . 22. ° � � I • I II 1 I <br />3 22.3 <br />• I <br />°OObd 20.3 21.2 I • II <br />\ 9 \ a 1E • j <br />_ \ Q <br />\ 9 \ 22.8 ^ 22.8. , 22.9 • <br />9 I I I <br />c > 21.0 � I <br />1 <br />I <br />IIIII <br />\ 9 \ n 2 .8 1 II <br />\ \ \ \ c \ I ° I 11 <br />910 <br />\ 9 <br />N I I <br />1 I I I <br />\ 9 \ \ PROPOSED BUILDING <br />\ \ \ \ 9 \ FFE = 923.0 • I I I <br />I \ \ 9 \9 \ \ �2.2 <br />,\ ,p <br />I \ \ \ <br />1 9 -•� .9 I I 011 I I <br />1 \ \ °o \ • I I <br />\ c V \ • � 22.E I 1 I <br />I ,o <br />I \ ° °` I 1• I \ 1 I <br />I <br />•1 22.3--- - - - - -- -- -- -- \ -- --- - - - - -- - -- -- 22.3 <br />I 922 U 922 <br />21.1 1 91 22.5 °° R°° 22.5 \ T 22.3 T 21.5 <br />T22.8 T22.8 \\ G21.8 n G21.5 <br />\ \ 9 \ \ G 22.3 T 22.8 G 22.3 918 n z <br />\ 9 G 22.8 \ o I I <br />1 \ \ \ \c 5 V 922 21.0 - w <br />WI ° M <br />1 9 \ z I I I <br />1 c \ ° 9\ \\ 78\ I NW O� - 1 • I L\U III <br />I \ 9 \ c \ \ w I`n n - • co ° / 1 I I <br />\ \ 9 \ y I n 7T <br />I \ \ 9 \ ROCK i ° � o - • <br />co \ \ CONSTRUCTION NI o = I I I I <br />I \ \\ 9 \ \ ENTRANCE `w `✓ I • I 1 <br />\ I \ - I • <br />TIP -OUT CURB n I � • o I II I I II II <br />\ � � \ \ � I I (TYP - - -) 920 19.8 I - � • 1I I1 I I I <br />\ \ o o \ \ 19.8 >>� � 20.6 0� 0.8°� 19.5 19.6 <br />_ - t�2 <br />SILT FENCE \ V�3'2.0 �2.0 .0 --------------- I (TYP) I � • °II I� li li <br />• • • • • \ 29 0 2Q:. 21•.1 ' PVI 1+75 978 PVI 0+75 �� <br />'EL. 920.10_ <br />� • • • 6 / • • • 920 ,o \ - - - -- `� - � �7592V.C.0 920 978 v- • II I �\ i � i . <br />• STA. 6 00.00 CURVE • 9 \ y2 50' V.C. 920 � E75 i ---._ <br />• 20' STA. 6+00.00 • 2.0 \ 9 \ / ) °; <br />• • 0 21� PVI EL. 923.08 �II'------- <br />• 9 9 I 2a6 I I zoz I I -92o I I e l I 92 I ;I <br />•• SILT FENCE ROSEMARY WAY � °II II I <br />• g20c 4+00 3+00 (TYP) +00 +oo I, o 0 <br />• 6 g22 220 -I 9 21.7> > - >�- I - -�- - - - - � �`11 19.61 <br />21. 9 21.0�>�>� 20.3 \ 20.5 v <br />\5koo ,� V \ � � \� 0.70% 0.70% >-�0 0 I °II x <br />- >� g� �1 <br />>�> I ,{ - <br />1 X_ <br />920®• 9 d 0�70% OB70% it L-- <br />2rL . • • • • • I of •-----_ <br />\ 7 0lo -- - - -- - - <br />0 � - <br />6 2 5 22 \ 920 <br />920_ � v 918 <br />976 -975- <br />\ <br />o I / <br />2 6 \\ u 9 \ \\ ,, 974 - 113 <br />972 EXISTING POND 10P <br />- <br />2 / / / • • n \ / 9 \ \\ 908 APPROVED 100 YR HWL = 17.)I I ° <br />\ \ \ PROPOSED 100 YR H L = 18. n I <br />° 1"• 2 % g22 / / 92O • ' • 1 c \ 9 \\ \ \ 906 <br />• 9 9 \ /\ 6, � o o rn I of I I <br />• / • • • N \ 920 ° \ % \ /\ N c \ 906 1 I <br />\ �� // \ \ 9oa <br />• •••• �9 I \ \ \S \ \ \ \ \ \\ 912 I I <br />�'\� ' • r• • • �' 20. 1 11 \ \ \ \ \\ 914 I it <br />1 END CONSTRUCTION \ 1 \ \ \ \ <br />\ STA. 6+64.62 \ \ \ I V <br />9 ELEV.922.62 976 <br />\ 9 c ------915------ <br />1 I \ \ \ 9 \ \ %% \ / I (I <br />/�/ <br />LEGEND <br />EXISTING <br />PROPOSED <br />-- <br />PROPERTY LINE <br />------ <br />------ <br />EASEMENT LINE <br />L _j <br />BITUMINOUS PAVEMENT <br />L <br />CONCRETE PAVEMENT <br />------____- <br />CURB LINE <br />-->> <br />» <br />STORM SEWER <br />--->--->- <br />> <br />SANITARY SEWER <br />----- - <br />I <br />WATER MAIN <br />ue <br />UNDERGROUND ELECTRIC <br />J9 <br />UNDERGROUND GAS <br />ut <br />UNDERGROUND TELEPHONE <br />ufo <br />UNDERGROUND FIBER OPTIC <br />x x <br />FENCE <br />SEE SURVEY <br />® ® <br />STORM CATCH BASIN <br />SEE SURVEY <br />STORM MANHOLE <br />SEE SURVEY <br />STORM FLARED END SECTION <br />Y <br />SEE SURVEY <br />HYDRANT <br />SEE SURVEY <br />GATE VALVE <br />SEE SURVEY <br />OTHER SYMBOLS <br />---------- <br />WETLAND <br />920 <br />920 <br />10' CONTOUR <br />- - 918 - - <br />978 <br />2' CONTOUR <br />00.0 <br />00.0 <br />SPOT ELEVATION <br />E--- x <br />IE x <br />(CURB ELEVATIONS <br />ARE TO GUTTER LINE) <br />• • • • • • - <br />SILT FENCE <br />,- <br />RIPRAP <br />BENCHMARK <br />MINNESOTA DEPARTMENT OF TRANSPORTATION <br />GSID STATION #93822, NAMED 0215 AC <br />ELEVATION: 885.07 (NAVD 88) <br />GOVERNING SPECIFICATIONS <br />1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" <br />AND THE CITY OF LINO LAKES SPECIFICATIONS. <br />2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (MMUTCD). <br />3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF <br />MINNESOTA (CEAM) STANDARD SPECIFICATIONS. <br />GRADING NOTES <br />1. VEHICLE TRACKING REDUCTION DEVICE, SILT FENCE, AND EXISTING CATCH <br />BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING <br />CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN <br />STABILIZED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF <br />EXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION. <br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLAN. <br />3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENT <br />TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBED <br />AREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED. <br />4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYS <br />AFTER LAND -DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY <br />CEASED. <br />5. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE MNDOT CATA EROSION <br />CONTROL BLANKET AND SEED, OR APPROVED EQUAL. <br />6. STOCKPILES SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING OR <br />INACTIVITY. <br />1441.4 <br />0 15 30 60 <br />< SCALE IN FEET > <br />Know what's below. <br />Call before you dig. <br />M <br />� O <br />Lo U <br />U-)o <br />Z U <br />O <br />z <br />00 <br />ILL <br />U <br />O <br />O <br />1_ <br />w - <br />w <br />L0 <br />H N <br />N <br />zo <br />z r_ <br />= N <br />LU <br />> �o <br />+0 <br />p, J <br />�w <br />w H <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM <br />A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />NAME: JOSEPH T RADACH PE <br />SIGNATURE:�- <br />DATE: 07/11/22 LIC #: 45889 <br />Z <br />O <br />LU <br />= <br />N <br />M <br />zi <br />UP <br />'I <br />I-� <br />w <br />z <br />O <br />C� <br />G = <br />W <br />0 � <br />Q Z <br />V LU L0 <br />Lo <br />Q z <br />Z <br />N < z <br />J <br />ZC/) <br />N a ~ <br /><o <br />Z <br />O<� <br />_ +n a <br />0 <br />LLI <br />Z <br />a <br />2 w <br />W =) <br />0 W < <br />V a o <br />Q F_ Z <br />N N Z <br />Z °6 2 <br />�cj� <br />NLLJ <br />Y <br />� J <br />O<O <br />2 w Z <br />J <br />0 <br />O <br />Of <br />Z <br />SHEET NUMBER <br />C4.1 <br />