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\ � I <br />\ / CONSTRUCT TEMPORARY SEDIMENT BASIN <br />\ W/TEMPORARY PERFORATED RISER PIPE I <br />\ / (SEE DETAIL) ___ _ _ _ II <br />INSTALL ROCK SWALE-932 -J <br />add�_ -�-_- - /_ _ _fTIODBOTTOM <br />S IMENBASINTEMP.q�l1,doFM=-==flal �M--r_ y.�-__-F cFM____{{M____ M -<M_----FM-140T] �-�A�_�: M____{M�` <br />44 <br />•- +oo1290 <br /><- <br />.Sa--�•• .�•ww9 <br />926 <br />TC 29.8 <br />`JO <br />28.5 <br />TC 3 <br />«-- <br />/ <br />EXISTING POND i <br />••-,� <br />NWL = 924.0 ��� <br />HWL=928.5// <br />/���/� / �� / / <br />T. <br />BW 32.5 <br />\ <br />TW 32.0 <br />B W 28.5 <br />RETAINING WALL #1- <br />/ <br />TW 30.5 <br />OUTLOT A <br />I <br />EXISTING <br />HWL = <br />WETLAND <br />928.5 I <br />TW 29.5 <br />BW 28.5 ' <br />I <br />I <br />wwszso^ <br />M <br />ll-� - ��- -_ <br />.8 <br />19+00 <br />a <br />TC 30.4 -- <br />ROCK CONSTRUCTION <br />31xo C 317 ENTRANCE <br />2------ <br />4 32.9 <br />Q5 <br />3.07 30.0 1 <br />x <br />30.4 <br />�----------R----- -.-�. V <br />I \ <br />30. <br />\��mu-sze.i x 92940 Xlhz9fis I 30q-�29.4, Ilr <br />�T <br />929.9 <br />I <br />1 <br />PROPOSED /BUILDING <br />FFE=1933.5 <br />I <br />I <br />II <br />i <br />9.5 <br />2� <br />5 lIIIIF__li lI __liIrtI yI <br />9 <br />29.5x <br />30.1 <br />YO2 <br />II <br />I <br />I <br />I <br />2.7% <br />MI <br />I <br />I <br />I <br />I <br />4. %28.4 22% <br />29, <br />b31.yy• VI 2°/• <br />9.66 �1� .• 29 0 e <br />aT� <br />x / .,\: •28.7,� � 9. ' 2 .7 � 29.5 <br />4x <br />I e5 •. 8' : <br />x oI >w 30. 30.5 , <br />2 •\30.6 ' "s <br />.0 t <br />--------------I--------------4-I----��ao.e4-�-�\ 1� <br />9 a- <br />X BT <br />x BT1.aa �._. <br />yV'6 so.Y <br />EXISTING BUILDING <br />o�30.75 <br />oo +to.t7�- j-- <br />WETLAND IMPACTS <br />1. NO WETLAND IMPACTS ARE PROPOSED FOR THIS PROJECT <br />1 17 <br />«R 1 <br />tLiI- <br />12' FU <br />END SEC <br />GOVERNING SPECIFICATIONS <br />1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR <br />CONSTRUCTION" AND THE CITY OF HUGO SPECIFICATIONS. <br />2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON <br />UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). <br />3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION <br />OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. <br />GRADING NOTES <br />1. ROCK CONSTRUCTION ENTRANCE, SILT FENCE, AND EXISTING <br />CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR <br />TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED <br />UNTIL THE SITE HAS BEEN STABILIZED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND <br />ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF <br />GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY <br />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 <br />TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, <br />SEEDED OR LANDSCAPED. <br />4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 <br />CALENDARS DAYS AFTER LAND -DISTURBING WORK HAS <br />TEMPORARILY OR PERMANENTLY CEASED. <br />5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CATA <br />EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL <br />TEMPORARY SEDIMENT BASIN <br />W/PERFORATED RISER PIPE <br />(NOT TO SCALE) <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />EASEMENT LINE ------ <br />------ <br />CURB LINE <br />BITUMINOUS PAVEMENT [- <br />0 <br />CONCRETE PAVEMENT <br />SANITARY SEWER --->--->- <br />STORM SEWER <br />--->>-® <br />-»-JM <br />WATER MAIN ------ <br />UNDERGROUND GAS <br />a9 <br />UNDERGROUND ELECTRIC <br />ae <br />UNDERGROUND TELEPHONE <br />�t <br />MANHOLE <br />0 <br />HYDRANT <br />b <br />GATE VALVE <br />IA <br />LIGHT POLE <br />SIGN <br />T <br />10' CONTOUR <br />to4a <br />-1040 <br />2' CONTOUR - <br />toae <br />-1038- <br />SPOT ELEVATION <br />(CURB ELEVATIONS <br />00.0 <br />ARE TO GUTTER LINE) <br />TOP OF CURB ELEV. <br />T 44.3 <br />GUTTER LINE ELEV. <br />0 43.8 <br />E.O.F. <br />EMERGENCY OVERFLOW <br />as • *0 <br />000.0 <br />SILT FENCE <br />+ ..... - <br />MODULAR RETAINING WALL #1 <br />(446 SF) <br />934 <br />TOP OF WALL <br />932 II <br />930 \\ <br />\ GROUND GRADE <br />\ ® FACE OF WALL <br />928 \ <br />`\ I <br />\ 1.5 BURY <br />\ 1 I <br />\- - - - - - - - - - - L - - - - - - - J <br />926 <br />924 L20' <br />0 20 40 60 60 100 120 140 160 <br />N <br />BENCHMARKS <br />1. Top Nut of Hydrant located approx. <br />120 ft. northwesterly northwest co <br />of the existing buildin 9, - shown rn <br />Elevation = 932,85 ft. <br />2. Top Nut of Hydrant located at the 0 15 30 r <br />southeast corner of 14Dth Street N. <br />and IF- y Boulevard N. <br />Elevation = 934.51 ft. <br />( IN FEET ) <br />CALL BEFORE YOU DIG <br />� Q <br />e <br />Know what's below. <br />Call before you dig. <br />or, <br />Lin <br />Z 01 <br />bj <br />LU M CO <br />V it <br />O• 0 ILA M <br />L Lin l0 <br />y Zoz^ <br />- CO) Z X <br />Z DI <br />VC LL <br />W�m0, <br />V -o^ <br />O <br />H Cr <br />W <br />` <br />2 a QJ v 0GO�� <br />15 M <br />W C <br />0 <br />z <br />a <br />,z z � <br />a <br />LUO <br />z 0 C <br />N C 0 <br />Wo <br />r- m <br />00 3= <br />w <br />z 0 2 <br />O <br />cc U <br />LU V) <br />U <br />J <br />J <br />!A <br />zv <br />~ C 00 <br />O <br />J Q an <br />O I^ <br />T z <br />z LL rn <br />aLn= <br />J N 2 <br />01 <br />tY On <br />O <br />1- <br />U <br />REVISIONS g <br />1. 6/23/20 Issued For Permit m <br />2. 7/10/20 Per Clty Comment <br />3. 7/28/20 Addendum 2 E <br />0 <br />4. a <br />s. a <br />6. 6 <br />DRAWN BY: KRO <br />DESIGNED BY: WK <br />ISSUE DATE: 6/23/2020 <br />I hereby cerbfy Nat Nis plan, specification E <br />repo u was prepaand <br />by me or under my BE <br />direct pervision d that I a duly <br />Licensed Professional Engineer under the i <br />laws of the State of Minnesota 3 <br />Name: Brian J. KrystoNak, P.E. <br />Signature:_E <br />s� m <br />Date: 6/23/2020 License #: 25063 8 <br />LC6 <br />of Ll2 <br />