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9041 / <br />902 <br />-906 <br />\ — — — oOO7-7 �`77`7 <br />7 _7 -7,77 77 <br />/- <br />/ �� ------------------- -)6— -- ---�� <br />908 <br />/ SSSJJJ i �� 910 I <br />/ / I 912 � I <br />\ \ / 914 <br />/ 916 <br />918 <br />s2o <br />922 <br />/ 924 I <br />// SEDIMENT CONTROL LOG I 926 <br />(TYP)�I 928 930 <br />1 \ \ l 7 � I 932 I <br />\ 934 <br />936 <br />932 <br />940 <br />o I � 942 I <br />944 <br />/ \ 1 o I I 946 <br />942 <br />I I <br />PROJECT BOUNDARY <br />1 \ (TYP) <br />rn <br />�— c <br />ill ( I WORKING FACE <br />OF PILE <br />a <br />I � I 9 <br />`) 48 I 946 <br />944 <br />942 � <br />r I I 940 o <br />� <br />0 I <br />936 938 <br />J I 934 <br />932 <br />936 <br />928 <br />57 926 <br />I I 924 w <br />922 <br />-17 920 160 <br />916 <br />s 12 08.5 <br />I..L s14 <br />O I I 912 910 00 \ 1 <br />Z 908 �J \ <br />SEDIMENT CONTROL LOG — <br />I I (TYP) <br />I <br />I <br />—904 9C <br />- — _ 906 -_J <br />PROJECT BOUNDARY <br />/TVf'f� N <br />—SEDIMENT CONTROL LOG <br />I (TYP) / I <br />� � I <br />BLACK DIRT STOCKPILE <br />Z (AS SHOWN, ±100,00 CY, l <br />\ f40 FT. HEIGHT) J \ <br />• 906 <br />MOBILE / <br />DIRT SCREENER <br />MOBILE CONVEYOR <br />_ao6 <br />FINISHED PRODUCT PILE <br />(t500 CY, t15 FT. HEIGHT)-906— <br />I � <br />06.0 LOADING/STAGING AREA I PROJECT BOUNDARY \ •� I I I <br />(GRAVEL SURFACE) (TYP) /-904 <br />ROCK CONSTRUCTION NTRANCE I <br />(TO BE CONVERTED T GRAVEL <br />ENTRANCE AFTER INITAL �1 ojj <br />7.0 T IMPORT OF BLACK DI T FROM r I <br />32 I G 06.4 CURRENT OPERATION LOCATION) <br />— o <br />REMOVE CURB AND INSTALL <br />COMMERCIAL DRIVEWAY ENTRANCE <br />PER CITY PLATE GEN-6 <br />INSTALL CATCH BASIN <br />INLET PROTECTION <br />1 <br />-7 <br />NO <br />V <br />4 <br />-� 14-- 1----- I- <br />n <br />CJ—<---<---<---<--- <br />BENCHMARKS <br />1. MNDOT STATION NAMED 0282 S. <br />ELEVATION = 931.458 (NAVD 88) <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />-- <br />EASEMENT LINE <br />— — — — — — <br />CURB LINE <br />BITUMINOUS PAVEMENT <br />L <br />GRAVEL PAVEMENT <br />CONCRETE WALK <br />STORM SEWER <br />«— -E=F— <br />SANITARY SEWER <br />—<---<--- <br />WATER MAIN <br />WETLAND-- <br />I FLOODPLAIN <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 />ARE TO GUTTER LINE) <br />_a x---- ---a— x <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 />43 13 x E� E> <br />000.0 <br />SEDIMENT CONTROL LOG <br />------ <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 OR SEDIMENT FILTER LOGS AND EXISTING CATCH <br />BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO <br />GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE <br />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 />BUILDING PARKING <br />FROM STREETS 30 (40*) 15 <br />REAR YARD 30 (5**) 10 <br />SIDE YARD 10 10 <br />* FROM COLLECTOR OR ARTERIAL STREET <br />** ACCESSORY BUILDING <br />SITE DATA <br />ZONING: <br />TOTAL AREA: <br />GB — GENERAL BUSINESS <br />9.37 AC. <br />HARD SURFACE AREA: <br />CONCRETE ENTRANCE: 500 SF <br />GRAVEL: 9.100 SF <br />TOTAL: 9,600 SF <br />WETLAND CONSIDERATIONS <br />1. KJOLHAUG ENVIRONMENTAL COMPLETED A WETLAND <br />DELINEATION OF THE SITE IN AUGUST OF 2021. DELINEATED <br />WETLANDS ARE SHOWN HEREON. <br />2. THERE ARE NO WETLAND IMPACTS PROPOSED AS PART OF <br />THIS PROJECT. THERE WILL BE NO LAND DISTURBING <br />ACTIVITIES WITHIN 50 FEET OF A DELINEATED WETLAND <br />BOUNDARY. <br />FLOODPLAIN CONSIDERATIONS <br />1. THERE ARE NO REGULATORY FLOODPLAINS WITHIN THE <br />BOUNDARY OF THE PROPOSED SITE. <br />N <br />0 25 50 100 <br />(IN FEET) <br />J <br />Q <br />Z W <br />0 <br />U <br />IX Z <br />N <br />z <br />ZLUGC <br />i <br />V <br />UGC <br />w <br />Z <br />f <br />W Nl W <br />J <br />0 <br />th <br />z <br />M <br />oU <br />J <br />Ix <br />a <br />o <br />O Z <br />t:n <br />�, <br />N <br />w <br />Z <br />W� <br />> <br />0; <br />co <br />40 <br />0 <br />0 <br />M <br />n <br />a <br />�� <br />X <br />Ix <br />o <br />w <br />= <br />14 <br />M <br />a <br />� <br />M <br />F <br />0 <br />ZZ <br />aQ <br />za <br />� <br />O <br />�J <br />~ <br />� <br />O <br />0� <br />wZ <br />Q <br />� <br />C� V <br />J <br />o0 <br />FBI <br />Z� <br />a Z <br />LV <br />j <br />O <br />J <br />�? <br />o <br />0 <br />W W <br />LU <br />FBI <br />I.f. GO <br />W o <br />C , Ln <br />GC < z <br />a14-5� <br />Z N O <br />LV N Z3 <br />WZ <br />LU <br />tie <br />REVISIONS <br />1. <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />01/10/22 <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 <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, P.E. <br />Signature: <br />Date: 01/10/22 License <br />#: 45889 <br />C1 <br />of <br />2 <br />