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1 \ 0 0 0 \\ <br />• 21.2 <br />0 \ e <br />I /I • \ <br />- <br />1 ° <br />2.0 <br />\ 920-- <br />I / <br />I / <br />/ <br />/ • <br />I / e <br />/ <br />I k <br />Z24 <br />00 <br />I <br />I I <br />=I <br />I tO <br />e• 0 00 e= •• e m <br />0 <br />I <br />I I <br />I I <br />II III I <br />I I <br />I I <br />$ 91916 <br />DITCH 50P <br />OUTLET = 916.1 <br />100-YR HWL = 917.5 <br />I <br />I l i i i <br />I I <br />\ I I <br />I \ I I <br />I \ <br />ROCK CONST. -- �- <br />ENTRANCE-_�_--- <br />9.611 <br />mI <br />I I <br />° <br />_ 0 \ <br />920 <br />920 <br />d ° I <br />• d I \ �9 \ �----- \ \ U - - - 915------- <br />STORMWA TER POND 10P <br />21.0 (15.0 P`\ I �O I NWL = 915.0 <br />•i .I®� j \ \9 \ I \ \\ 20.6 \� I j 100-YR HWL = 917.9 <br />912 I � I <br />I► / � / • I I \ / \ \ 9 � \ \\ y \ 910 o I <br />f <br />e I \\ 9 9 RAIN GUARDIAN ���` \ 20.2 � \ 908 <br />-I a° \ \ <br />• � 1 121.9 � \ \ 9 TURRET \ \ � \ 906 d. rn 00 POND EOF <br />/ o I 21.4 / \ �o\ rn 1 I® 919.5 <br />/ I I <br />WETLAND IMPACT a 20.5 <br />(2,381 SF) 0 I \ \ \ •�\ 15.0 <br />91>0 ® 1 ' 21. <br />• 1 <br />^� 21.5 \ \ 914 1 P I <br />�4915-------/ 101 I <br />9� 0 I \ 9 \ � O 916 <br />I • I G \ •ol I �I <br />21.0 21.0 9 ? 1 \ I I <br />1 0 <br />I <br />e I I <br />1 <br />\ <br />\I <br />1 <br />N9 <br />/\, I <br />\�^ 1g.7 0 I % 9.7 �, <br />\ \, 19.4 <br />•°WETLAND <br />IMPACT <br />\ 195 77 <br />I <br />� <br />I \ <br />(32,153 SF) <br />\ <br />9 <br />20.4 <br />•i <br />4� 4 <br />16.0 920 920 <br />I <br />• <br />I <br />9 <br />\ S 20.1 �`\ ` 20.1 a <br />LOW AREA 20P 71 20. <br />.0' <br />• <br />0 <br />0 °° I I2.3 21.6 21.6, �\ OUTLET 916.0 19.65 20.4 20.6 \ ��, "20.7° I 1 •_i L I <br />0 G II 100-YR I4WL = 91813 0j ° <br />�. e I 922 \\ ` I % --- 20.6 1 1 0 x W <br />° '22.5 I 9 I 20.412.3 22.0 22.5 22.522.0IP <br />� j \ rn II I•° <br />° I 22.0 922 922 \ 9 21.0 2 0 21.6 2110 - -- 21.0 <br />0 20.6 <br />,-� 10 FT. WETLAND I �1 \ A21.01 <br />y BUFFER ° 1 22.6 3 \ 22.3 °o <br />/ \ � rn I d I I•'I , <br />d <br />r ° I <br />v, ti I d • CV <br />2.2% I rn o <br />°• 1� T T 22.8 <br />e' lo� 4 G 22.3 G 22.8 G 22.8 G 22.3 <br />�- -�-� <br />1 <br />° e <br />®o <br />e° 1 d TIP -OUT CURB <br />N \ N 4 \ I co I 1 di <br />\ I TIP -OUT CURB TW 921.0 <br />�- e° I (TYP------) I \ I (TYP -- ) BW 920.0 <br />TW 921 <br />BW 918.0 1 I I <br />8 .o y I �I <br />.l 00 1 \ I I 1 .6 I d° 18.0 I m /EOF� <br />BERM MIN. 1 FT. 1 °° I d 4 I I I \ i PROPOSED BUILDING BW 928.0 1 I ai s1�2 <br />PROPOSED BUILDING <br />ABOVE DITCH �1 °• ° I I FFE - 922.5 DITCH 1P <br />(TYP) I0! FFE = 923.0 a \ I \ I RETAINING I I OUTLET = 913.7 <br />• I 1 Z \ I O �\ I 'Yoi WALL I �I 100-YR HWL = 915.8 <br />0� t 1 \ �9 I `\ 2.2%I d e1 ICI I' <br />I •� ` \ I I 9 �l \ �- I \ 1 a 0 1 1 <br />0 \ ' A 1 i9171 <br />SILT FENCE, TWO IleI` 1\ I I I I 1 <br />ROWS ADJACENT <br />WETLAND 2P TO WETLAND \ \ <br />OUTLET = 919.5 ee/ I , \ 20.6 21 01 O G \ i ° 9v.1 I I <br />914*11 <br />100-YR HWL = 919.5 \ I \` \ I �. 1 e RCPTOP <br />915.E ' • I II I I <br />21.61 TW 921. CPTo <br />918.0 1 °91 s <br />/ • TW 921.0 co <br />BW 920.0 ' <br />G21.8 \ I I <br />WE1LpN0 //•° c\i� N� DRAINAGE & \ I I \ \ <br />%/ �0• UTILITY 9 / <br />W; 0• EASEMENT I I \ d <br />18. ° <br />0 0 I (TYP) I\ 9 \ \ G 21.8 <br />% <br />• I �tir I I <br />\ 1 <br />• C4 922 922 9 \ G 21.8 -__ 0,�0 1 -9v.91 I <br />/e� 0;920 I , I\ 1-8 -2t 5 20.0 ®-2x -- � �y <br />�0 I » J <br />e0° / I -------- 920 ------ ------ - 17.9\ 9 922>��» d » \�- 918'- �° <br />0.5% 15- <br />-4 �° 19.5 0.5% -9 0- » �2.5 - <br />--�° -� -� - - \ X 22.5 - - - \ Ln e ° m 191 6 <br />�e-----------920- - 9 - -- --� <br />• - - - - - - o 922 u o ufo ° - - _ •m xql T/'�`� <br />- - - - - - - o 924-9 ufo u _- o-------- -- ohu ° o�W�So 0 o 091�9.3 <br />�� u l hu �' oh a o u ohu ohu ohu oh ohu ohu <br />ohu �. - -hu ohu ohu ohu °u`#oC ----- - f-_-- \ u9 - - -u� ° ohd9 <br />h4� ` .HP uc °huu uc nh c oll�a n uo 6ha�-� 9 hd ten, °^ 5•� 921-7 �� ohuW oh�W okA <br />ohu -aYi[r ufo ufo ufo o ufo ufo ufo ufo-_ufcg_ ufo ufo ---- ° �-Y ug- u u 921.9 B\�.., --u9 u9 _-�9-- ug7r% a ohu }� <br />__ u _ <br />ufo--------------- -----� ----- ohu <br />�� ufo _ -- u9 / �T <br />ufo - u ug a u° x- x u <br />ufo .ufo u#o=-7---------- u ---- uq --- u4 - u9 u u9 9 �-- -� _ _ ------------------- ---- ------------ _ �^ , �� <br />ug 9 u-�22'ug u9 �- -- -- - - � - 921.9 - ----- - <br />9 u 9- - _ - <br />- ug u 9 -- - 922.2 x- - - 921.6 0+ .7 -- -- _--- <br />---------- ---- --------- -- --- ---_ _�= _ -- -- - <br />------------x------------------- _ ---- ---- - ---- --- - ---- _ _ ----- <br />---�3 922.8 922.3 ---�---->>--- - - -------- ___----- - 202 <br />o -�-- - >------3-------------------- _---------- DITCH 40P 7 --- _ <br />-- - ---- <br />___ ---- ----3- ------------- <br />---- ---- - - --- - - - OUTLET = 917.9 <br />- <br />� 9 <br />------ -- ---- \ <br />________ - WETLAND EOF I 100-YR HWL = 919.0 9 <br />0 919.5 I _-- <br />E W: 917.64 -- ► MAIN STREET I INV S E W: 915.9 I N V S F�V:�-4 > <br />�' i 3 INV E W: 91 <br />I <br />m \ <br />INV- N : 916,00 ------- -__-, <br />INV- N : 915.09__________ <br />_�- <br />= JJ <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />-- <br />EASEMENT LINE <br />- - - - - - <br />CURB LINE <br />----------- <br />BITUMINOUS PAVEMENT <br />L---------J <br />CONCRETE WALK <br />STORM SEWER <br />«- T� <br />SANITARY SEWER <br />-<<- <br />WATER MAIN <br />UNDERGROUND GAS <br />- u9 °9 <br />- <br />UNDERGROUND ELECTRIC <br />ue ue <br />UNDERGROUND CABLE <br />UNDERGROUND FIBER OPTIC <br />ufo <br />OVERHEAD UTILITY <br />°hd <br />WETLAND <br />---------- <br />POWER POLE <br />GUY WIRE <br />CABLE PEDESTAL <br />FIBER OPTIC BOX <br />❑F <br />HYDRANT <br />10' CONTOUR <br />-920 <br />920 <br />2' CONTOUR <br />-918-- <br />918 <br />SPOT ELEVATION <br />(CURB ELEVATIONS <br />00.0 <br />---a X <br />ARE TO GUTTER LINE) <br />TOP OF CURB ELEV. <br />T 44.3 <br />GUTTER LINE ELEV. <br />G 43.8 <br />E.O.F. <br />EMERGENCY OVERFLOW <br />Im 4M x el� 01� <br />000.0 <br />SILT FENCE <br />-0 0 0 0 0 e- <br />ROCK CONST. ENTRANCE <br />11 <br />GOVERNING SPECIFICATIONS <br />1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR <br />CONSTRUCTION" 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. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION <br />SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND <br />SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND <br />ELEVATIONS OF EXISTING UTILITIES AND PAVEMENTS PRIOR TO <br />THE START OF GRADING CONSTRUCTION. THE CONTRACTOR <br />SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR <br />VARIATIONS FROM THE PLAN. <br />3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD <br />SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL <br />OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR <br />LANDSCAPED. <br />4. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE BUT <br />IN NO CASE LATER THAN 7 DAYS AFTER GRADING COMPLETION. <br />5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CATA <br />EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL. <br />WETLAND IMPACTS <br />0 34,534 SF <br />0 15 30 60 <br />(IN FEET) <br />BENCHMARKS <br />1. MNDOT STATION NAMED 0282 S. <br />ELEVATION = 931.461 (NAVD 88) <br />J <br />a <br />0 <br />Z o W <br />Fe <br />U <br />L <br />z <br />Z <br />i <br />V <br />Iw <br />f <br />Z <br />W N W <br />J <br />0 <br />m <br />J <br />z <br />oU <br />Q <br />C <br />U <br />O <br />LU <br />M <br />Ln <br />� <br />N <br />lui <br />01 <br />Z <br />w <br />01 <br />co <br />>40 <br />M <br />JW <br />�i <br />o <br />X <br />LL <br />U f <br /><o <br />C <br />Q <br />coo <br />LU <br />= <br />14 <br />M <br />M <br />(�P5 <br />M <br />LU <br />Co Z <br />,a <br />W a <br />Z <br />0 <br />^O^'' <br />W <br />a� <br />a� <br />zLL <br />0 <br />.V <br />Z0 <br />Z <br />Z <br />J <br />J <br />M 0 <br />J <br />O <br />oo <br />J <br />0 <br />Ile <br />r� <br />V <br />W <br />W <br />� z <br />Ile 00 <br />W Mo <br />a�U) <br />0 > Ln <br />CC Q <br />z <br />a14-5� <br />Z N O <br />M Ln Is <br />W N Z3 <br />CO <br />LU <br />tie <br />REVISIONS <br />1. 09/17/21 CITY COMMENTS <br />2. 11/08/21 CITY COMMENTS <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />09/13/21 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under <br />my <br />direct supervision and that I am a duly <br />Licensed Professional <br />Engineer under the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, P.E. <br />Signature: <br />Date: 09/13/21 License <br />#: 45889 <br />6 <br />of <br />10 <br />