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CONSTRUCT <br />BERM AT <br />ELEV=931.0 1 <br />' ------ _ -- 930 <br />11 <br />_-------932---__'� <br />I / <br />i <br />2 ° , <br />lit, <br />,r / <br />i <br />LU ' iIFtti <br />j "'' 1— e <br />m , ,fps'=:ol <br />-3 <br />It <br />I I -- !---- ----I --=1 <br />3 I M iii <br />B-4 <br />viJillit <br />fit <br />It I ii <br />:11 d <br />lit <br />JillI <br />J(i I i <br />I <br />f_c�c ill o" ilii''yl <br />'I° <br />eur � r eur I ' c <br />Px— a-qu-sw v-e>.x� a-ae+ as <br />m <br />930 --♦♦ <br />POND 1 <br />\ OUTLET=929.2 <br />1OO�YR HWL=931.1 ♦\` \ <br />I� B-2 \ <br />I �932937� <br />an= tom•— \ FI <br />�-INSTALL <br />LIGHT <br />DOWNSPOUT POLE � <br />\ <br />PROPOOED BUILDING <br />\ ADDITION <br />FINISHED FLOOR <br />�\ ELEVATION=934.1 e <br />\— A\ 9 <br />FINISHED <br />EXISTING BUILDING <br />FLOOR <br />ELEVATION=934.1 <br />/ <br />ll � <br />II , <br />I 1 , <br />I <br />-_--___ 1 1 \ iii •\� I II I,��, ---= � - / I\ \ <br />i <br />x10 <br />� <br />-- 1 \ <br />sR — -933- — _'= '44 <br />ADJUST " <br />CLEANOUT� <br />m <br />I <br />l <br />I <br />/ <br />ItlJjr <br />i <br />m <br />w 93.__� <br />L-931- <br />If <br />d \ 1 / / of POND 1 3 S'T;N"S I I/ <br />I 1\ 1 / I 1 1 3 CY CLASS II RIPRAP OUTLEHWL 9.2 <br />\ / '=r / ! , 100-YR HWL=931.1 <br />1 \ I I OVER 16.9 SY TYPE IV <br />GEOTEXTILE FILTER Q m \! /------------- <br />- -- — -- -------------- <br />III ! � 932 <br />1 <br />w \\ 932-�-�--------- <br />r z <br />N <br />O <br />I <br />o N DATE REVISION I hereby certify that this plan, specification, or report wasDamPf: �•,I,�tn n <br />N v prepared by me or under my direct supervlelon and thatI - - Hl•I�N115011 Anderson <br />o 3 1 20 PLAN EV SIO S PER CITY REVIEW TAE - - <br />N m a duly Licensed Professional Engineer under the lows <br />of the State of °'`•ta. ptuxer: Civil Engineers and Land Surveyors <br />> /� TAE 3601 Thurston Ave., Anoka, Minnesota05 55303 <br />--+�� 763-427-5860 FAX 763-427-0520 <br />Rmb <br />i omn www.hokonson-anderson.eom <br />Daie 2 19 20 Lie. No. 43362 CJJ <br />Y <br />3 CY CLASS II RIPRAP <br />OVER 16.9 SY TYPE IV <br />GEOTEXTILE FILTER <br />TGK AUTOMOTIVE PHASE 2 <br />\ LEGEND <br />EXISTING BITUMINOUS PAVEMENT <br />\ PROPOSED CONCRETE PAVEMENT <br />- �-��- SILT FENCE PER 4 <br />� C3 <br />DRAINAGE ARROW <br />INLET PROTECTION DEVICE 1� <br />GUTTER LINE ELEVATION <br />TOP OF CURB ELEVATION <br />GROUND ELEVATION AT BUILDING <br />CONCRETE ELEVATION <br />BITUMINOUS ELEVATION <br />GENERAL NOTES: <br />/ 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL <br />PLANS. <br />2. DISTURBED AREAS SHALL BE STABILIZED WITHIN SEVEN <br />DAYS OF ROUGH GRADING. <br />3.STREET SWEEPING MUST BE PERFORMED DAILY IF <br />SEDIMENT IS TRACKED ONTO HIGHWAY 61. <br />4, THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL <br />AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE <br />INITIATED IMMEDIATELY TO LIMIT SOIL EROSION <br />WHENEVER ANY CONSTRUCTION ACTIVITY HAS <br />PERMANENTLY OR TEMPORARILY CEASED ON ANY <br />PORTION OF THE SITE AND WILL NOT RESUME FOR A <br />PERIOD EXCEEDING SEVEN CALENDAR DAYS. <br />STABILIZATION MUST BE COMPLETED NO LATER THAN <br />SEVEN CALENDAR DAYS AFTER THE CONSTRUCTION <br />ACTIVITY IN THAT PORTION OF THE SITE HAS <br />TEMPORARILY OR PERMANENTLY CEASED. <br />S. SEE SHEET C6 FOR THE UTILITY PLAN. <br />6.SEE SHEET C7 FOR THE RESTORATION AND PAVING <br />PLAN. <br />/ 7.CONTRACTOR SHALL DETERMINE A LOCATION FOR <br />CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL <br />BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY <br />THAT REQUIRES SITE PERSONNEL TO UTILIZE THE <br />PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND <br />OTHER WASTES. <br />REFERENCE NOTES: <br />1Q INSTALL INLET PROTECTION DEVICES PEReAND e2 AT <br />C3 C3 <br />ALL CATCH BASINS THAT MAY RECEIVE STORMWATER <br />RUNOFF FROM THE SITE. <br />Q PLACE RIPRAP PER MN/DOT STANDARD PLATE 3133. <br />LOT SUMMARY <br />TOTAL AREA= 2,97 ACRES <br />TOTAL DISTURBED AREA= 0.61 ACRES <br />EXISTING BUILDING AREA= 0.26 ACRES <br />BUILDING ADDITION Al 0.07 ACRES <br />PRE -CONSTRUCTION <br />IMPERVIOUS <br />AREA= <br />1.20 <br />ACRES <br />POST CONSTRUCTION <br />IMPERVIOUS <br />Al <br />1.31 <br />ACRES <br />20 <br />0 <br />20 <br />40 <br />SCALE <br />IN <br />FEET <br />GRADING, DRAINAGE AND SHEET <br />EROSION CONTROL PLAN cs <br />OF <br />C7 <br />CITY OF HUGO, MINNESOTA SHEETS <br />4251.02 <br />