Laserfiche WebLink
0 <br />u <br />3 4 <br />5 <br />n <br />6 <br />7 <br />u <br />8 <br />A <br />B <br />C <br />0 <br />NEW BITUMINOUS PAVEMENT <br />2" WEAR COURSE <br />2" BASE COURSE <br />\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ <br />i�l�•i�l�•�1�•i�l�•i�l�•�1�•i�l�•i�l�•i�l�•i�l' <br />NEW 8" BASE <br />AGGREGATE <br />APPROVED SUBGRADE SOIL <br />BITUMINOUS <br />PAVEMENT SECTION <br />NOT TO SCALE <br />NEW 5" PORTLAND CEMENT CONCRETE <br />NEW 6" BASE <br />AGGREGATE <br />APPROVED SUBGRADE SOIL <br />CONCRETE <br />CONSTRUCTION DETAIL <br />NOT TO SCALE <br />PLAN <br />BACKFILL WITH NEW 6" 2' <br />GOOD QUALITY <br />TOPSOIL AND SOD <br />SLO=11 PER T.4 III= i=1 <br />Ii III III II1= <br />�' IIII III d IIIIIII <br />a <br />d III I- <br />I -I d a III -I <br />d <br />III I I..4. .I I • III- <br />IIIIII <br />a <br />III <br />III: <br />U <br />a <br />3 <br />II III III III III III III III III <br />=1=1 I I=1=1 I I=1=1 I I=1=1 I I=1 NEW BASE <br />AGGREGATE <br />SECTION A -A EXISTING SUBGRADE SOIL <br />E <br />CURB CUT DETAIL <br />F <br />NOT TO SCALE <br />PIPE FLOW <br />COUPLING <br />PRE -MIXED PLANTING MEDIUM: <br />PLAISTED'S RAIN GARDEN PEAT MIX <br />(80% CLEAN CONSTRUCTION SAND, <br />20% PEAT), OR EQUAL IF APPROVED <br />BY CITY ENGINEER. PLANTING GRASS BUFFER <br />MEDIUM SHALL PROVIDE A MINIMUM STRIP <br />1.6"/HR, VERIFY W/ SUPPLIER. <br />VARIES PER PLAN VARIES <br />0 <br />���°F�, MNDOT NATIVE SEED \ /� <br />\\ I'_ -z, MIXTURE 33-261 \� / _ <br />ti W V: 923.00 III II <br />ICI -II <br />� III -III <br />. \ ICI -III <br />O ;�\-IIIIIIIIIIIIII= <br />_ <br />I_ O O <br />O � p -III-III-I I <br />III -II O C z O O =III=III=III <br />-III-I O O O O O O O O O O =1 1=1 1=1 1= <br />Ijlllll�lllll�llllil O p C�� 18" MI^ O O ONO O O O O 1=IIIIIIIIIIIIIIIIII� <br />�� O� O� 0 0 0 -III-III-III-I I <br />UNDISTURBED A N D S =1 11=1 11=1 11=1 11=1 11=1 11=1 =1 11=1 I I 11=1 11=1 11=1 11=1 11=1 11=1 I I I 1=1 11=1 11=1 11=1 11=1 11=1 I I= -I I I <br />I N E FILTER AGGREGATE <br />U N CO M PACTED -III-III-III-III-III-III III -III III -III -III -III -III- -III-III-III-III-III-III-III-I F <br />I=1 1=1 1=1 I -III -III -I =1 1=1 11=1 1=1 1=1 I -III -III 1=1 1=1 1=1 I -III -III -III -III- M N D O T SPEC 314 9.2 J FINE <br />N S ITU SOIL I -III -III -III -III -I _ - III -III -III -III -III -III I 1=1 1=1 I -III -III -III -III -I ( )' <br />III=III=III=III=III=III=III=III= =1 1=III=III=III=III=III=III=III=III=III II=1 I=1 1=III=III=III=III=III=III=11 FILTER AGGREGATE SHALL <br />PER PLAN PROVIDE A MINIMUM 0.8"/HR, <br />VERIFY W/ SUPPLIER. <br />4" PERFORATED DRAINTILE 2" LAYER OF CHOKER COURSE, #8, #78, OR #89 <br />WITHOUT FILTER SOCK. STONE ABOVE THE LAYER OF WASHED #57 STONE <br />(SEE SHEET C500 FOR DRAINTILE LAYOUT) <br />3" LAYER OF WASHED #57 STONE ABOVE AND ON <br />EACH SIDE OF THE DRAINTILE PIPES <br />FILTRATION BASIN NOTES: <br />1. SOILS WITHIN FILTRATION AREAS SHALL BE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION TRAFFIC. <br />AREAS SHALL BE STAKED AND MARKED OFF, WITH ONLY LOW IMPACT EQUIPMENT (TRACKED OR SIMILAR) <br />ALLOWED. <br />2. PROVIDE AS -BUILT SURVEY TO VERIFY CONSTRUCTED VOLUME. CORRECT NON -COMPLIANT BASINS. <br />FILTRATION BASIN <br />CROSS SECTION <br />DECIDUOUS THE <br />AS PER SCHEDL <br />COLORE <br />FLAGS <br />1 PER W <br />FOLD BA <br />BURLAP <br />REMOVE <br />TIES &/O <br />WIRES F <br />TOP OF E <br />MITERED DRAIN GRATE <br />FOR INFORMATION SEE WEB SITE <br />AT WWW.MITEREDDRAIN.COM 7 <br />(707) 620-0606 C600 <br />MITRED END GRATE DETAIL <br />NOT TO SCALE <br />OPTIONAL STAKING <br />METHOD - 6' METAL <br />POSTS AND RUBBER <br />HOSE STRAPS <br />ONIFEROUS TREE <br />S PER SCHEDULE <br />HOSELOOPS <br />3 GUYS EACH OF <br />10 GAUGE TWISTED <br />WIRE 120 DEGREES <br />APART AROUND TREE <br />TURNBUCKLE <br />6" DEEP MULCH, HOLD <br />BACK 2" FROM STEM. <br />SOD <br />24" STAKE TYP. <br />PLACE PLANTING <br />MEDIUM SOILS <br />SCARIFY ALL SIDES <br />AND BOTTOM OF <br />EXCAVATED HOLE <br />DETAIL <br />NOT TO SCALE <br />FINISHED SURFACE <br />PIPE INSULATION DETAIL <br />NOT TO SCALE <br />R• <br />v <br />HORIZONTAL LINE / 1TER Vi1 <br />G� <br />DESIGN D <br />S <br />GUTTER <br />WIDTH <br />W <br />CONCRETE <br />CU. YDS. <br />PER <br />LIN. FT. <br />LIN. FT. <br />PER <br />CU. YD. <br />DESIGN <br />NO. <br />S512 <br />12-1/2" <br />0.0541 <br />18.5 <br />S518 <br />18-1/2" <br />0.0649 <br />15.4 <br />S524 <br />1 24-1/2" <br />0.0757 <br />1 13.2 <br />S530 <br />30-1/2'' <br />0.0865 <br />11.6 <br />S536 <br />36-1/2'' <br />1 0.0973 <br />10.3 <br />D <br />GUTTER <br />WIDTH <br />W <br />CONCRETE <br />CU. YDS. <br />PER <br />LIN. FT. <br />LIN. FT. <br />PER <br />CU. YD. <br />DESIGN <br />NO. <br />D412 <br />12" <br />0.0505 <br />19.8 <br />D418 <br />18" <br />0.0613 <br />16.3 <br />D424 <br />1 24" <br />0.0721 <br />13.9 <br />D436 <br />36" <br />0.0937 <br />10.7 <br />9" R. '; : P <br />LO <br />11 <br />3 R. ; <br />•v a <br />2 ° • v/ <br />j W1p1N <br />HORIZONTAL LINE U11ER <br />G <br />DESIGN S <br />6" R. �. <br />16'' R. <br />/z1 <br />R. <br />• U <br />Y4 <br />R <br />GUTTER <br />WIDTH <br />W <br />CONCRETE <br />CU. YDS. <br />PER <br />LIN. FT. <br />LIN. FT. <br />PER <br />CU. YD. <br />DESIGN <br />NO. <br />R412 <br />12" <br />0.0492 1 <br />20.3 <br />R418 <br />18" <br />0.0600 1 <br />16.7 <br />R424 <br />24" <br />0.0708 <br />14.1 <br />R436 <br />1 36 <br />1 0.0924 <br />10.8 <br />9 <br />a, v <br />R �1pTN FLow SIN <br />HORIZONTAL LINE GUTrE NOTES: <br />p SLOPE %4' PER FOOT NORMAL UNLESS <br />DESIGN R OTHERWISE SPECIFIED. IF A DIFFERENT <br />GUTTER SLOPE IS SPECIFIED THE <br />FORM MAY BE TILTED. <br />p2 LONGITUDINAL JOINT WHEN ADJACENT TO <br />RIGID PAVEMENT OR BASE. SEE STANDARD <br />PLANS MANUAL FOR JOINT INFORMATION. <br />APPROVED AUGUST 28,2017 STATE OF MINNESOTA SPECIFICATION STANDARD <br />DEPARTMENT OF TRANSPORTATION REFERENCE PLATE <br />N0. <br />CONCRETE CURB AND GUTTER 2531 <br />STATE DE GN ENGINEER DESIGN D, DESIGN S AND DESIGN R 7102K <br />S518 CURB DETAIL <br />NOT TO SCALE <br />AFR <br />A.' <br />2% MAX SLOPE IN <br />ANY DIRECTION <br />ACCESSIBLE RAMP DETAIL <br />WITH TRUNCATED DOMES <br />NOT TO SCALE <br />Oneka Elementary <br />School Addition and <br />Renovation <br />4888 Heritage Pkwy North <br />Hugo, MN 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Avenue <br />White Bear Lake, MN 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />Larson <br />Engineering, Inc. <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />© 2021 Larson Engineering, Inc. All rights reserved. <br />I hereby certify that this plan, specifications or report <br />was prepared by me or under my direct supervision <br />and that I am a duly licensed Professional Engineer <br />under the laws of the state of Minnesota. <br />Greg A. Buchal, P.E. <br />Date: Lic. No.: <br />Revisions <br />Description Date Num <br />Comm: 12216147 <br />Date: 03.04.2022 <br />Drawn: MTH <br />Check: GAB North <br />DETAILS <br />NOT TO SCALE Scale: <br />03.04.2022 SITE PLAN SUBMITTAL 600 <br />NOT FOR CONSTRUCTION <br />