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' 3.2 CY CLASS II RIPRAP OVER 18 SY D412 CONCRETE �\ I TYPE IV GEOTEXTILE CURB AND GUTTER\ to FILTER 03 CONSTRUCT PER MN/DOT I A ro 8 WIDE BERM r o STANDARD PLATE ,o p GL=93218 o rn 1 1 9 AT ELEV=931.0 n0 1`0 END D412/ \ 71 02 rn BEGIN 8612 \ 1 I 9 ` 9 g- w --W 930 E.O.F. 931 \ `30 =931.0 931 I GL=932.03 1 \ GL= ' �. � � 930 I a\ I END 8612/ - -f - 932.61 9 0 929 I BEGIN D412 30 1928 I 9/ice 927 _ / B_ I i B-2 I m 93�- 933 929 928 I ' rn m r- GL= ' ( r 931.90 / >> >> > / I o M 93/ 933 11 �� 931 93 0 GL= 9,33 / 933.01 932.65 i N i I I P -OH _�; ILD co P -OH ---- GL_ N o j�1 GL- 933.04 GL=932.75 I 933.82 END B612/ 93 BEGIN D412 3 C° I J l L 1 I 0 9W GL GL BIT= BIT- --BIT- �GL= 34.00 352GL= 9 2.88 933.67 934.00 9 . 932.59 \ V w _ o m IN / 1 932.88 GL= BIT= \ CONC-- CONC= / 933.27 B_ 3 \ 933.52 � 933.70 I 933.51 ^ I I W I ' I I GL= 93 BIT= 930 / I a --l I 1 ' 933.84 934.00 I GL= � BIT= GL= - 932.9093 4.00 L=932.90934.00 932.86 ' 1 / _ BIT= / mI 933.32 CONC= 934.00 BIT 934.44 Y a `� I 9 33.81 /A BLDG- - \ /� / /� D B-5 A / I ' 0 '0) B-4 935.20 _/BIT=DOWNSPOUT I \��I / I 612 CONCRETE CURB BLDG= 934.50 - J\� ❑❑ 4 93 AND GUTTER PER/ GL- 934.20 DOWNSPOUT MN/DOT STANDARDIL/ 932.44 9 BIT= :DPLATE 7100 (TYP. CONC- 34.00 931 _ - ^ A IFI 934.00 A A V I 1 GIL933.32 FINISHED FLOOR \�\ ��- 933.81 I I I /I I\ I 1 ELEVATION=934.0 I ! I I I I I O U4 �� BLDG= 12 / 934.36^ A A GL=932.67 r� m CONC= \ V M / \ I END D412/ � / ~ 1 BLDG= B_6 934.00 \ BEGIN 8612 ' I I GL=932.85 1 934.36 9LD = _ \I 934 80 I GL- °MM (END CURB) GL= 932 GL= 933.32 1 B-7 ^ w ^ ' A GL= 931.98 GL= ° ° 4 A A / a 932.21 1 932.91 I GL= I / --- ,�, STABILIZED / � 933933.32 TC=934.7 _ CONSTRUCTION GL= -,-'I GL=9337 GL- GL= I / BIT= BIT= 932.91 933.77 / 932.43 EXIT ® / 932.49 J 933.09 TC=933.51 TC=933.77 GL= / _ GL- GL=933.51 - GL=933.77% - 932.31 A ^ I / o - lY 932.80 BIT= BIT- GL -932.40 933 1 l 933.06 TC=933.95 933.41 GL= GL= END B612 GL= GL=933.45 933 932.93 933.23 BEGIN D412 931 .95 G 932.85 C--932 -932 // >> » » » (Et11D CURj -7"') B-8 0 z 0 Q c� 0 Ln N CD z w w z_ CD �z W Ln o I � 0 DA o 6 1 N 6 13 Q 6 22 Ln N � GL=932.21 1 i / ! GL= 933 END B612/1 / D412 CONCRETE 932.70 BEGIN D412 �\ I CURB AND GUTTER GL=93212 B-9 J� � \/ END D412/ PER MN/DOT BEGIN B612 A/ TANDARD PLATE 931 LG I 1 \ I 17102 930 929 INFILTRATION BASIN 102 °) ! \\ 928 BOTTOM=927.5 \`�,°� OUTLET=929.0 o A 100 -YR HWL=930.9 I / I928 929 � / I L f I _ // � _ 930 , 931 J' 0 1 !\\ a 2" Post (typ) -, / 32 M N I I `` o o �o / IM / I ! C) 0 O� 1 0 2-_ / S San MH > > 10" (per plan) > > San MH S R"A SEE SHEET C10 FOR HIGHWAY 61 / EE918316 RE=932.34 L� E (W)=917.9 TURN LANE CONSTRUCTION PLAN IE (N)=917.8 x Too 4" PVC DroD I hereby certify that LEGEND report was San MH EXISTING BITUMINOUS PAVEMENT VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. °< d ° m PROPOSED CONCRETE PAVEMENT 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF PROPOSED TIPOUT CURB PER 2 C2 of the State of SILT FENCE PER 4 C4 DRAWN BY: SEDIMENT CONTROL LOG PER C4 - INFILTRATION DRAINAGE ARROW BASIN 1 (FOREBAY) BOTTOM=927.0 THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS INLET PROTECTION DEVICE 0 OUTLET -929.0 �✓ 100 -YR HWL=930.9-GL= IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY GUTTER LINE ELEVATION GL=933.29 xxx.xx END D412/ TC=TOP OF CURB ELEVATION BEGIN B612 FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION 6.2 CY CLASS II BLDG= GROUND ELEVATION AT BUILDING RIPRAP OVER 30 SY xxx.xx TYPE IV GEOTEXTILE-CONC= SITE HAS TEMPORARILY OR PERMANENTLY CEASED. CONCRETE ELEVATION FILTER 03 xxx.xx 6. -BIT= BITUMINOUS ELEVATION 7. xxx.xx E.O.F. D412 CONCRETE CURB =XXX.X EMERGENCY OVERFLOW ELEVATION AND GUTTER PER UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE MN/DOT STANDARD AND OTHER WASTES. PLATE 7102 NOTES: 1 2 0 O� 1 0 2-_ / S San MH > > 10" (per plan) > > San MH S R"A SEE SHEET C10 FOR HIGHWAY 61 / EE918316 RE=932.34 L� E (W)=917.9 TURN LANE CONSTRUCTION PLAN IE (N)=917.8 x Too 4" PVC DroD I hereby certify that GENERAL NOTES: report was San MH 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. and that I RE=931.04 IE=917.4 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF the laws of the State of ROUGH GRADING. DRAWN BY: 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TRACKED ONTO HIGHWAY 61. 4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS Lic. No. 43362 (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY GL=933.29 CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY END D412/ CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME BEGIN B612 FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN SEVEN CALENDAR DAYS D AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 5. SEE SHEET C8 FOR THE UTILITY PLAN. 6. SEE SHEET C9 FOR THE RESTORATION AND PAVING PLAN. 7. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASTES. REFERENCE NOTES: 1 2 10 INSTALL INLET PROTECTION DEVICES PER C4 AND C4 AT ALL CATCH BASINS THAT MAY RECEIVE STORMWATER RUNOFF FROM THE SITE. I 1 02 CONSTRUCT INFILTRATION BASIN PER C3 ONLY LOW PRESSURE I TYPE EQUIPMENT SHALL BE ALLOWED WITHIN THE FOOTPRINT OF THE INFILTRATION BASIN. 03 PLACE RIPRAP PER MN/DOT STANDARD PLATE 3133. N ® PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, D412 CONCRETE CURB CONTRACTOR SHALL CONSTRUCT A STABILIZATED CONSTRUCTION AND GUTTER PER EXIT PER ( -3 . I MN/DOT STANDARD C4 I PLATE 7102 0 O� 1 0 2-_ / S San MH > > 10" (per plan) > > San MH S R"A SEE SHEET C10 FOR HIGHWAY 61 / EE918316 RE=932.34 L� E (W)=917.9 TURN LANE CONSTRUCTION PLAN IE (N)=917.8 x Too 4" PVC DroD I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licensed Professional Engineer under the laws of the State of DRAWN BY: Mtt. ETAE CHECKED BY: Date 5/7/18 Lic. No. 43362 CJJ Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com TGK AUTOMOTIVE 111500&1Aff1IGE31 TOTAL AREA= 2.97 ACRES TOTAL DISTURBED AREA= 2.49 ACRES BUILDING AREA= 0.26 ACRES PRE -CONSTRUCTION IMPERVIOUS AREA= 0.31 ACRES POST CONSTRUCTION IMPERVIOUS AREA= 1.20 ACRES I 20 0 20 40 SCALE IN FEET GRADING, DRAINAGE AND SHEET EROSION CONTROL PLAN C7 OF C12 CITY OF HUGO, MINNESOTA SHEETS 4251.01