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0) <br />0 <br />z <br />0 <br />Q <br />c� <br />O <br />00 <br />z <br />w <br />w <br />z <br />c� <br />z <br />W <br />W <br />z <br />Q <br />U <br />0 <br />J <br />U <br />w <br />Q <br />Eo <br />�z <br />N � <br />O <br />00 <br />00 <br />o / <br />N W <br />�> <br />Q') / <br />LEGEND <br />B612 CONCRETE CURB EXISTING BITUMINOUS PAVEMENT <br />AND GUTTER PER MN/DOT <br />STANDARD PLATE 7100 <br />(TYP.) CONCRETE WALK <br />2.9 CY CLASS III <br />PROPOSED TIPOUT CURB PER 2 <br />C2 <br />RIPRAP OVER 18 SY BIRCH STREET (COUNTY ROAD 34) <br />TYPE IV GEOTEXTILE SILT FENCE PER CITY DETAIL GEN-16 <br />FILTER <br />DRAINAGE ARROW <br />_ <br />J- -890- _ T-892.0 - -Bg/_ T-897.3 <br />,B--892.0 '� B-892.3 <br />T-BUR _ - T-BUR - - - _ - _ <br />/ T-Bu%\ / gg/_ , d'q� T-897.7 _ T-BUR 8 b- - - _894 _ _ - 89S\ \ INLET PROTECTION DEVICE 0 <br />P- H P -OH - -OH / \ -8 4.6 93_ - _ - �; <br />d° -OH P-OH P-01-� P-OH P-OH P-OH P-OH P ai'i�EEEC-" <br />P-0 ��'t POOH <br />31GNAL - ELEC.-w- / RI�� / ', - J \�L%i T-XXX.X TOP OF RETAINING WALL ELEVATION <br />CONTROL O P- R / -.L - / ELEC. MH _ _ - - - _ _ \ B-XXX.X GROUND ELEVATION AT BOTTOM OF RETAINING WALL <br />_15-BUR P-BUR - P-Il}R -- E-B�JF - -- P-BUR P-BUR P-BUR\ P-BURE <br />BOX ® IIRISEg----- -/ - <br />D - xxx.xx GUTTER LINE ELEVATION <br />I /�� rn ��TC= TOP OF CURB ELEVATION <br />c� / > / w - - GL= XXX.XX <br />I � � � 9 896.88 2�� � 89 .88 ��� � � � � - ,I, i I ii BLDG= <br />/ / 8 9 / 1 �� -� �� GROUND ELEVATION AT BUILDING <br />/ / I T-897.3 �I L �'„ ;;; I xxx.xx <br />/ 94 / « < B-895.0 '� I {� colvC= <br />I ,l - - - - - L /l Ill�� xxx.xx CONCRETE ELEVATION <br />I II �0)�C/ 94 / G/L= 96.85 -- GL= <br />INFILTRATION BASIN 1 �--, L 896.85 919 GL-11 95 BOTTOM_893.00 897.20 <br />HWL=894.45 <br />I ` I <br />- - GL=897.19 - - - - - - - - - � A I I \ I I iii iii <br />I / CONC-_ GL=897.24 GL= I iii i II GENERAL NOTES: <br />I / / 898.37 GL-89765 897 78 I I co ;;; 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. <br />1� - / / I GL=897.71 GL= I I I I I ) iii iii 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF <br />0) I - I GL= 897.11 / I I \ \ I ► �;; ROUGH GRADING. <br />p / I ° .04 1 897.65 ^ I I iii 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS <br />GL=897.83 898.04 \ GL-_ n 1 T-897.6 I I I I� I iii iii <br />9 / \ �.897.87 B-894.0 00 I iii iii I TRACKED OUTSIDE THE CONSTRUCTION LIMITS OR ONTO ANY CITY <br />�- I / �' �Sg` colvc- d ° GL7*01 <br />\STREETS. <br />1 //d�898.80 d _4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS <br />/�,� _ \ _ I III �I <br />p I I 1 ( ► I a ST-2 � � �IT- L= O� - - ICI III (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED <br />I °' 897.8 \ GL- \ T-897.8 I iii iii IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY <br />I i I I 898.51 \ I 2.9 CY CLASS III <br />897.74 B-894.0 CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY <br />o I I / ,� �� \ RIPRAP OVER 18 SY I I iii J III I CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME <br />'Cr I " I / ` TYPE IV GEOTEXTILE <br />p I I I / ST-1 d I RETAINING FILTER 6 / I I ��� ;;; FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION <br />� I I �/ ` BIT- \ \ 0 I F- <br />Z I 1 cv I Tc-898.78 898.51 GL \ \ \ WALL ® - I I I a MUST BE COMPLETED NO LATER THAN SEVEN CALENDAR DAYS <br />O i 1 00 <br />°' °' GL=898.28 - °' 896.98 GL= g2� T 898.1 I F- III AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE <br />� I / � �� - -_ - - �897 90 � B-894.0 00 I I iii YO SITE HAS TEMPORARILY OR PERMANENTLY CEASED. <br />O I I / / ° TC 898.78 \ GL= \� v`��� \ /I II I I iii iii I 5. SEE SHEET C8 FOR THE UTILITY AND PAVING PLAN. <br />I / / GL=898.78 - 897.09 - I I II I I I' <br />= I n I _ BIT= �c - _ iii III 6. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND <br />897.96 - - \ , _ "' iii OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT <br />T-896.4 it, <br />TC=898.78 \ ` GL= II BIT- V , - // hi B-896.4 ;i; TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO <br />GL=898.78 897.32 <br />I `�" 897.70 _ �� iii UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE <br />I 1 I CONC= / �=898.$ ° a � GL=897.6`I / <br />AND OTHER WASTES. <br />898.80 GL- <br />G2REFERENCE NOTES:897.2_ GL=895.98coNc= ° ) GL= O INSTALL INLET PROTEC <br />TION DEVICES PER 1 AND 2 <br />AT ALL898.40 896.88 GL-897.15 (MATCH <br />COURTYARD 896.85 g > / / / �\ 1 EXISTING) II' CATCH BASINS THAT MAY RECEIVE STORMWATER RUNOFF FROM <br />BLD = / / /�=897.60 / 7 _ ) GL=895.96 THE SITE. <br />I I I I n 1 / < GL=898.28 GL 897.6 ° ° 1 GL=895.78 iii 4 <br />2.1 CY CLASS III / I I 1 I / =897.88 "- - ° - _ ° I S ( CONSTRUCT INFILTRATION BASIN PER C2 . ONLY LOW PRESSURE <br />RIPRAP OVER 15 SY I 1 IG .ETC=898.5 GL=819 .38 ° _ - - ` SEE I TYPE EQUIPMENT SHALL BE ALLOWED WITHIN THE FOOTPRINT OF <br />TYPE IV GEOTEXTILE I / I 898.02 =GL <br />O I� I < I <br />FILTER I d - P NOT 07 _ ,,, THE INFILTRATION BASIN. <br />6 I/ / 7 I ST-4 TC=897.72 a <br />CONC= GL=897.72I / / �- - _ `� / R V (3 PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, <br />= a ,� / CONTRACTOR SHALL CONSTRUCT A ROCK CONSTRUCTION <br />Y I I l i 898.80 CONC= <br />°I / / T-897.3��,�97 « ENTRANCE PER CITY DETAIL GEN-17. <br />1 I I a ONC� / / / i B-892.5 9 �� I 4 RETAINING WALL SHALL BE DESIGNED BY A LICENSED ENGINEER. <br />FINISHED FLOOR ONC=898.00 97.7 1 T-897 <br />ST-3 / ELEVATION=898.9 BLDG=897.50 11 .6 GL=895.77 <br />T-897.6 B-893.0 RETAINING (MATCH - ; ;' 05 CONSTRUCT INFILTRATION BASIN PER C2 ONLY LOW PRESSURE <br />SEE I� 1 B-893.2 WALL ® T-896.0 EXISTING) v TYPE EQUIPMENT SHALL BE ALLOWED WITHIN THE FOOTPRINT OF <br />CO N I / d NOTE ® CONC=897.88 B-896.0 THE INFILTRATION BASIN. <br />I00 l 9 BLDG=897.00 / J T-897.8 2.9 CY CLASS III l © CONSTRUCT RIPRAP PER CITY DETAIL STR-7. <br />/ n / / - <br />I / / l B 895.3 RIPRAP OVER 18 SY ,' �7 PRIOR TO CONSTRUCTION, VERIFY THAT THIS CURB DRAINS TO <br />I I � a _ a- / TYPE IV GEOTEXTILE I THE EXISTING CATCH BASIN. <br />/ / FILTER 6 <br />I I 1 CONC= d d ° ° - -896- - /J / I O ROCK l s ® DROP FOOTING OF TRASH ENCLOSURE BASED ON PROPOSED <br />I 1 I 898.80 Q T-898.0 // T-$97J7 <br />I / / A ° B-898.0 �� / BT 896.2 CONSTRUCTION GRADES. <br />CONC= ° ° / / ENTRANCE(3) l 0 CONSTRUCT INFILTRATION BASIN PER 6 . ONLY LOW PRESSURE <br />J 1 T-897.0 898.56 ° ° V _ 42 <br />° d <br />B-897.0 ° a ° 996J / �/ I TYPE EQUIPMENT SHALL BE ALLOWED WITHIN THE FOOTPRINT OF <br />g 9 / /% _j / I THE INFILTRATION BASIN. <br />C y <br />I CONC= 94 <br />I I I T-898.3 898.56 CONC- <br />I I I I B-896.0 898.80 - - - - - - // / / <br />I I � - - 894- /- / � / /- v <br />I AI j rn --894-- - _ ---893- <br />I -oo _ _ - <br />CP I 0UT�ET_C0NTR0L -Sg2 --891------ �- <br />oI I I SxRUCTU E _ -BgA <br />o D- -- <br />_ - --890--- <br />17��--890 - RETAINING - - - - - INFILTRATION BASIN 3 90 / <br />WALL 0 4 T-898.2 T-898.3 BOTTOM=893.40 <br />B-892.0 B-894.9 HWL=894.02 <br />I I/ // I I ► �/ / LOT SUMMARY <br />TOTAL AREA= 79,981 S.F. I <br />I_ _ DISTURBED AREA= 73,723 S.F. <br />INFILTRATION BASIN 2 05 EXISTING IMPERVIOUS AREA= 0 S.F. <br />20 0 20 40 <br />BOTTOM=893.10 PROPOSED IMPERVIOUS AREA= 38,810 S.F. <br />A _ i HWL=894.03 / SCALE IN FEET <br />DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: GRADING, DRAINAGE AND SHEET <br />2 8 18 PLAN REVISIONS PER RCWD AND CITY REVIEW prepared by me or under my direct supervision and that I TAE Hakanson Anderson <br />2 13 18 REVISED BOTTOM ELEVATION FOR INFILTRATION BASINS 2 AND 3 am a duly Licensed Professional Engineer under the laws C7 <br />of the State of Min ta. DRAWN BY: Civil Engineers and Land Surveyors LINO LAKES CHILDCARE EROSION CONTROL PLAN of <br />Er TAE 3601 Thurston Ave., Anoka, Minnesota 55303 <br />11MOMY A. (ZIUMS CHECKED BY: 763-427-5860 FAX 763-427-0520 C8 <br />Date A13Z18 Lic. No. 43362 CJJ www.hakanson-anderson.com CITY OF LINO LAKES, MINNESOTA SHEETS <br />3748.04 <br />