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r , <br />i <br />r <br />i 16. } e • / <br />' � a <br />e <d <br />�d <br />'9 <br />�'• 1 1 d �6 <br />r r <br />21. <br />/ , r <br />EOF ® 20.1 <br />920.1 <br />N / <br />19. <br />/ •// <br />21 <br />•/ / 1.2 <br />Vie/ .1 21.1 <br />r / <br />r � • o 20.� 21. <br />r <br />fp <br />°.// �2 a 4 21a 9 <br />�Q /•/ EOF @ / 7 <br />921.0 2.2 <br />1.5 <br />914.7 ep /' % / .� / o / 20.1-11 0 210 20. <br />19.5 <br />P / a� ®• / <br />EXISTING STORMWATER 11-1 1-- / / • / / "1%1-11 / / ZOF ® .9 <br />POND 200P 1� �Q /'9,�99,0 y e.,� / 921.0 / c 21 <br />NWL = 911.5 'R�.kA4Y9° / e / G 21.2 <br />100-YR HWL = 914.3 mJ�SE / �/ • ,� �� / 0 2.0 <br />/ a <br />20.7 <br />/ / e/ 21.5 <br />/ "� ° / �° co 2; d ° <br />\ / a <br />401 / <br />Q • ^ 20.0 <br />/ <br />EXISTING STORMWATER <br />POND 300P <br />' I <br />NWL = 914.0 <br />/ 100-YR HWL = 915.4 / <br />4' a rn i <br />`✓�-'' -'' / //� d;tea} ° r / o i <br />1 5 e <br />PROPOSED BUILDING <br />. <br />djI--- d; d4 d, d}� / • FFE = 922.00 i <br />° J /� T 20.7 <br />' s \0 x 1. ° G 20.2 TIP -OUT CURB <br />18.8 1 d T 2 6 (TYP------) <br />� \ _T 21.8 <br />° G21.3 T21.8 <br />Rim=91 SILT FEN �g16� • ° - G 21.8 <br />\ \ \ ) nv.(SW)=911. \ �-• _ - - - 19.4 ` d ° T 21 G 20.9 - <br />\ / Inv.(NE,NW)-911. (TYP) ' <br />18. d <br />905.7 - e e • ��� G 1.3 <br />Inv.(Sump)= � � � ° ° <br />i <br />\\-�\ --___• �eee•O �20� G21.0 G20.7 <br />\\ \ \ \p I'� � - • ° • ° • °� - � �j 922- _ 8.7 � � / <br />/ 94 <br />�\ (� \ (/ \ e • • // /� 924-8 1 G 19.8 21. 21.4 `� 2 <br />\ / \ 19. \� 20.9- t i� 20.9 <br />20.9 d 1 <br />21.0 19. <br />J 1 built ( / <br />p�nn, Fi d Verify) / ? 20.6 <br />\ \ 1 18.61 9� G 20.6� <br />\\ \ < \\\ 8., Pvc�� 19.4 <br />1 20.7 <br />_ q / 20.23. <br />i <br />zA �- <br />V 17. <br />o 1 � / 18.E 18. 9zo <br />�v _---� <br />19.4 - <br />v 918 <br />u \ .^ u • 1 C' ab <br />1 � 4' N 18.4 0 <br />1 <br />�. \\ ROCKJ �I I g2`_9� 6\c <br />\�\\ \\\ CONSTRUCTION e I I 922 9?� �7 8 `5 <br />EXIT 19.01 I 92420 <br />9�� ®� <br />\ . ^ 1g22 926 pny . !e e 4 _ _1.. e e 18.1 Sg <br />V • \ \\/ ' 924 92$ / �;`�. �i• e • e o <br />l, 261 <br />918.2 <br />28 g30 /. 7)-'i! e \ N 918 0 <br />g30� • BERM ei o 17.8 �� <br />p�f \/ �/ / i - - - - - - es �� s2p ®�.0 <br />fp �/ \ p/f / / _ / -.� . I PROPOSED °e ; e ,q�2 ti <br />1 1 / P / / / / �'°. N . WETLAND 0 ° e . <br />KKK"""•••. �. A BUFFER 9 <br />120 • o �� / // / �' --J/. . . . . . . . . `\ se. 9?? - - -- <br />• 00 <br />\ - 922 -T <br />// ✓ a ` I • e ee \�_ 922 r <br />e • e • e <br />N N 00. <br />0 �� • ° <br />m <br />° • <br />/ <br />LT FENCE / /011 <br />jei <br />TW 924.0` <br />/ / r BW 924.0 <br />/ 0.5 <br />/ TW 927.0 I <br />2 921.5 <br />/ <br />/ N /9 .0 <br />/ W91.5 <br />20. <br />/ <br />/ x TW 30.0 <br />/ BW 921. / <br />VING <br />VALL <br />/ <br />/ o`v NN O <br />rn / <br />Q, q, <br />1.0 <br />T 1 921TW 5.0 <br />BW 921.5/ <br />TW 924.00/ <br />/ <br />/ <br />FENCE/ <br />/ <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 />--� <br />STORM SEWER <br /><<- _E� <br />SANITARY SEWER <br />-<<- <br />WATER MAIN <br />FENCE <br />x <br />FLOODPLAIN <br />-fp <br />WETLANDGV <br />--- <br />GATE VALVE <br />x <br />HYDRANT <br />Hv0 <br />T)�' <br />MANHOLE <br />O <br />LIGHT POLE <br />SMH <br />SIGN <br />-� <br />10' CONTOUR <br />-920 <br />920 <br />2' CONTOUR <br />- 918 - <br />- 918 <br />SPOT ELEVATION <br />CURB ELEVATIONS ( <br />- -.,.., ---E <br />00.0 <br />­Q__ 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 />4IN 43 x E� E� <br />000.0 <br />SILT FENCE <br />♦ e e e e e- <br />ROCK CONST. ENTRANCE <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 />N <br />0 15 30 60 <br />(IN FEET) <br />BENCHMARKS <br />TOP NUT HYDRANT LOCATED ON THE NORTH <br />SIDE OF CHESTNUT STREET, ±135 FEET <br />SOUTHWEST OF THE INTERSECTION OF 21ST <br />AVE SOUTH AND CHESTNUT STREET. <br />ELEVATION = 924.81 (NAVD 88) <br />J <br />a <br />Z W <br />0 <br />O <br />G' Z f <br />� <br />U <br />Z <br />Z GC <br />i <br />U <br />U <br />w <br />Z <br />W N W <br />0 <br />J <br />Im <br />J <br />Z <br />o� <br />O <br />U <br />U <br />O <br />LU <br />1 <br />rn <br />� <br />N <br />ui <br />� <br />a <br />Z <br />w <br />� <br />0; <br />co <br />� <br />JLUX <br />M <br />�i <br />o <br />LL <br />V f <br />~0 <br />O <br />N <br />W14 <br />ci <br />= <br />a <br />M <br />M <br />LU <br />W <br />co <br />Q <br />a <br />LU J <br />(D a <br />W <br />Q J <br />Z <br />0 <br />W <br />O <br />Q) <br />�Z <br />N <br />C <br />z <br />cac <br />Q <br />in 0 <br />. V <br />� <br />LU <br />Z Z <br />J <br />M0 <br />Zo <br />Q <br />0 <br />J <br />(D <br />W <br />0 <br />z <br />J <br />J <br />00 <br />(n M <br />N v tD <br />�z <br />LUQ <br />� L <br />� � <br />a <br />J <br />Ln <br />0r'-1 4-J <br />,-� <br />ro <br />M <br />J <br />REVISIONS <br />1. <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />12/10/21 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am a duly <br />Licensed Professional <br />Engineer <br />under the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, <br />P.E. <br />Signature: j <br />- /2_' <br />Date: 12/10/21 License <br />#: 45889 <br />C5 <br />of <br />9 <br />