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i S 0 Ln N i c� z w LLJ z CD �z W Ln ,- 0 N o N W Q Lc > N � ' - 3.2 CY CLASS II N =o I RIPRAP OVER 18 SY rn� D412 CONCRETE �\ I TYPE IV GEOTEXTILE CURB AND GUTTER to FILTER 03 CONSTRUCT ' I 1 = PER MN/DOT - I do ,� 8 WIDE BERM o STANDARD PLATE o r� ENDgD4112/ \ I I AT ELEV=931.0 7102 _ _015 CY) END B612 \ 1 1 ��- - - ' 9 9- -- -1W Milli, I / 1Z wW 930 931 ' I E.O.F. 931 `30 =931.0 931 o= GL=932.03/ GL= , '� 930 -� rn\' END B612/ - -1 - i 932.61 9�0 \ 929----, M U a \\ BEGIN D412 \ 9 30 / \ // 928 0)I 927 ,� / o r m '931-- B \� I I I 933\ B-2 rn m GL= 1 I _ 929 928 931.90 / >> >> > 931 0 / 93 �M' 9,37 933 II ,� a GL=L= C 933 �D 933.01 932.65 P -OH ' Z ,,� O p 1 P -CH P -OH GL= O j C� 1 GL- 933.04 GL=932.75 933.82 END B612/ 93 BIT= / BEGIN D412 �j I -�► / ! / / � � _ 9L2.88 933.67 934.00 934.00 � BIT= BIT= �/ GL= GL- - - - - - - 933.52 - - lo 933.52- 932.59 / O o I / 932.88` / ' ca / 1, / 1 GL= CONC= 0 933.7 B-3 / Bxi -IT= \ CONC 0 I 933.51 n GL- 9 BIT= \\ 933.52 X930 933.70 n 933.84 934.00 �� a O / / ( ' GL= \ BIT= - ° GL= 932.90 \ 934.00 a ° 932.86 ! / d ° _ � \ BIT= ' / / / I / m GL- \ 934.00 co l l I l I 1 933.32 CONC= rn Y I BIT- / 934.44 i ° BLDG= I \ n � / 0 ° m ' �O� B-4 935.200 n ---JI 1 \� I B-5 ° °, IT=DOWNSPOUT E ° , %� 612 CONCRETE CURB BLDG= 934.50 L - j\\ E ❑❑ ° ° AND GUTTER PER / GL= 934.20 MN/DOT STANDARDDOWNSPOUTI�/ 932.44 `9 BIT= - - I' �34.00PLATE 7100 (TYP. 931 CONC= A 934.00 n 2 933..332 FINISHED FLOOR BIT=\�933.81 ELEVATION=934.0 C w BLDG- `932 934.36 n / CONC= BLDG= B-6 934.00 GL=932.85 1 934.36 BLDG= (END CURB) _ 934.60 932 GL= GL 933.32 933931.98 GL= 1 ° A ° GL= 932.21 932.91 ' / a 1 STABILIZED ,9 G32 / 3 933.32 � TC=9 CONSTRUCTION / 3 BIT= BIT J 932.91 GL=9 ' EXIT ® / 932.49 J A A ° TC=933.51 TC=933.77 GL-_ GL --933.51 BIT= 932.80 BIT= BIT= / 933 933.06 TC=933.95 933.41 C5 �� a / GL= GL=933.45 933 931.95 GL 932.85 r-932 i � � » » (E� D CURB `-932 � / l B-8 1� 933 � GL=932.21 1 / I ! ! I l \ I = END B612/ 1 JI/ ! D412 CONCRETE =g 1 11932'710 I I II Jo BEGIN D412 \ CURB AND GUTTER END D412 - -I -I- - - I PER MN/DOT BEGIN 8612 �TA-NJDARD PLATE 931 i) 17102 930 ^�Ov 1 1 \ / \ 929 I l 0) ' °� / \\ / 928 o 1 (Da / /I GL=932.67 END D412/ - BEGIN B612 BLDG= MM 934.80 GL= -934.00 B-7 n --- n GL=� / GL= 933.77 / 932.43 GL= \\ 932.31 �y GL=932.40 GL= GL= END B612/ 932.93 933.23 BEGIN D412 >> » A A INFILTRATION BASIN 102 BOTTOM=927.5 OUTLET=929.0 100 -YR HWL=930.9 nl)o 930 J L V 929 M M rn \\-93 I: •7 /n n n n A cD U4 A w .0.F. 31.0 A I/ LEGEND San MH 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. EXISTING BITUMINOUS PAVEMENT 34.27 33.77 PROPOSED CONCRETE PAVEMENT 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TC=933.51 TC=933.77 GL-_ GL --933.51 BIT= 932.80 BIT= BIT= / 933 933.06 TC=933.95 933.41 C5 �� a / GL= GL=933.45 933 931.95 GL 932.85 r-932 i � � » » (E� D CURB `-932 � / l B-8 1� 933 � GL=932.21 1 / I ! ! I l \ I = END B612/ 1 JI/ ! D412 CONCRETE =g 1 11932'710 I I II Jo BEGIN D412 \ CURB AND GUTTER END D412 - -I -I- - - I PER MN/DOT BEGIN 8612 �TA-NJDARD PLATE 931 i) 17102 930 ^�Ov 1 1 \ / \ 929 I l 0) ' °� / \\ / 928 o 1 (Da / /I GL=932.67 END D412/ - BEGIN B612 BLDG= MM 934.80 GL= -934.00 B-7 n --- n GL=� / GL= 933.77 / 932.43 GL= \\ 932.31 �y GL=932.40 GL= GL= END B612/ 932.93 933.23 BEGIN D412 >> » A A INFILTRATION BASIN 102 BOTTOM=927.5 OUTLET=929.0 100 -YR HWL=930.9 nl)o 930 J L V 929 M M rn \\-93 I: •7 /n n n n A cD U4 A w .0.F. 31.0 A I/ n1 i 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 J 11 931 -\_' �' I/ 9121-1 / / I ,- f1 2•• Post (t>p) -.bl) I /\ � IMl I ! o 932 SEE SHEET C10 FOR HIGHWAY 61 E=91on 8.3 10" (per plan) San MH 20 0 20 40 RE=932.16 RE=932.34 ALS E (W)=917.9 IE TURN LANE CONSTRUCTION PLAN x Too N4'-PVCBDroo SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY. GRADING, DRAINAGE AND SHEET 6 1 18 PLAN REVISIONS PER CITY REVIEW prepared by me or under my direct supervision and that I TAE Hakanson A 6 13418 PLAN REVISIONS PER MN DOT REVIEW am a duly Licensed Professional Engineer under the laws C7 6/22/18 PLAN REVISIONS PER CITY REVIEW of the State of Mtta.EDRAWN BY: Civil Engineers and Land Surveyors TGK AUTOMOTIVE EROSION CONTROL PLAN of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 Ir f_0 CHECKED BY. 763-427-5860 FAX 763-427-0520 C12 TIMOTHY A. �Gjq?IUWS Date 5/7/18 Lic. No. 43362 CJJ www.hakanson-anderson.com CITY OF HUGO, MINNESOTA SHEETS 4251.01 LEGEND San MH 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. EXISTING BITUMINOUS PAVEMENT RE=931.04 IE=917.4 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF PROPOSED CONCRETE PAVEMENT 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS PROPOSED TIPOUT CURB PER 2 C2 TRACKED ONTO HIGHWAY 61. SILT FENCE PER 4 C4 (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED SEDIMENT CONTROL LOG PER C4 INFILTRATION DRAINAGE ARROW BASIN 1 (FOREBAY) 02 END D412/ CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME BOTTOM=927.0 INLET PROTECTION DEVICE 10 OUTLET=929.0 AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE 100 -YR HWL=930.9 GL= GUTTER LINE ELEVATION xxx.xx 7. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND TC=TOP OF CURB ELEVATION TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO 6.2 CY CLASS II BLDG= GROUND ELEVATION AT BUILDING RIPRAP OVER 30 SY xxx.xx TYPE IV GEOTEXTILE CONC= CONCRETE ELEVATION FILTER 03 xxx.xx I 1 KBIT= BITUMINOUS ELEVATION xxx.xx THE INFILTRATION BASIN. E.O.F. 03 PLACE RIPRAP PER MN/DOT STANDARD PLATE 3133. D412 CONCRETE CURB =XXX.X EMERGENCY OVERFLOW ELEVATION AND GUTTER PER AND GUTTER PER EXIT PERK-3. MN/DOT STANDARD MN/DOT STANDARD C4 I PLATE 7102 n1 i 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 J 11 931 -\_' �' I/ 9121-1 / / I ,- f1 2•• Post (t>p) -.bl) I /\ � IMl I ! o 932 SEE SHEET C10 FOR HIGHWAY 61 E=91on 8.3 10" (per plan) San MH 20 0 20 40 RE=932.16 RE=932.34 ALS E (W)=917.9 IE TURN LANE CONSTRUCTION PLAN x Too N4'-PVCBDroo SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY. GRADING, DRAINAGE AND SHEET 6 1 18 PLAN REVISIONS PER CITY REVIEW prepared by me or under my direct supervision and that I TAE Hakanson A 6 13418 PLAN REVISIONS PER MN DOT REVIEW am a duly Licensed Professional Engineer under the laws C7 6/22/18 PLAN REVISIONS PER CITY REVIEW of the State of Mtta.EDRAWN BY: Civil Engineers and Land Surveyors TGK AUTOMOTIVE EROSION CONTROL PLAN of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 Ir f_0 CHECKED BY. 763-427-5860 FAX 763-427-0520 C12 TIMOTHY A. �Gjq?IUWS Date 5/7/18 Lic. No. 43362 CJJ www.hakanson-anderson.com CITY OF HUGO, MINNESOTA SHEETS 4251.01 GENERAL NOTES: San MH 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. RE=931.04 IE=917.4 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING. 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TRACKED ONTO HIGHWAY 61. 4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS (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 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, 0-) D412 CONCRETE CURB CONTRACTOR SHALL CONSTRUCT A STABILIZATED CONSTRUCTION AND GUTTER PER EXIT PERK-3. I MN/DOT STANDARD C4 I PLATE 7102 n1 i 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 J 11 931 -\_' �' I/ 9121-1 / / I ,- f1 2•• Post (t>p) -.bl) I /\ � IMl I ! o 932 SEE SHEET C10 FOR HIGHWAY 61 E=91on 8.3 10" (per plan) San MH 20 0 20 40 RE=932.16 RE=932.34 ALS E (W)=917.9 IE TURN LANE CONSTRUCTION PLAN x Too N4'-PVCBDroo SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY. GRADING, DRAINAGE AND SHEET 6 1 18 PLAN REVISIONS PER CITY REVIEW prepared by me or under my direct supervision and that I TAE Hakanson A 6 13418 PLAN REVISIONS PER MN DOT REVIEW am a duly Licensed Professional Engineer under the laws C7 6/22/18 PLAN REVISIONS PER CITY REVIEW of the State of Mtta.EDRAWN BY: Civil Engineers and Land Surveyors TGK AUTOMOTIVE EROSION CONTROL PLAN of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 Ir f_0 CHECKED BY. 763-427-5860 FAX 763-427-0520 C12 TIMOTHY A. �Gjq?IUWS Date 5/7/18 Lic. No. 43362 CJJ www.hakanson-anderson.com CITY OF HUGO, MINNESOTA SHEETS 4251.01