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A <br />B <br />c <br />0 <br />1 2 <br />NEW 3" BITUMINOUS PAVEMENT <br />PLACED IN 2 LIFTS <br />BACKFILL WITH NEW TOPSOIL, <br />SEE LANDSCAPE REQUIREMENTS. <br />,00�o oo�o oo�o oo�o oo�o oo�o oo�o oo�o oo�o <br />NOT TO SCALE <br />NEW 3" BITUMINOUS PAVEMENT <br />PLACED IN 2 LIFTS <br />NEW 8" BASE <br />AGGREGATE <br />APPROVED SUBGRADE SOIL <br />LIGHT -DUTY BITUMINOUS <br />PAVEMENT SECTION <br />C600 NOT TO SCALE <br />in NEW 5" BITUMINOUS PAVEMENT <br />PLACED IN 2 LIFTS <br />NEW 8" BASE <br />AGGREGATE <br />APPROVED SUBGRADE SOIL <br />HEAVY-DUTY BITUMINOUS <br />PAVEMENT SECTION <br />101 NOT TO SCALE <br />NEW 6" PORTLAND CEMENT CONCRETE <br />° <br />n <br />d <br />a <br />NEW 6" BASE <br />AGGREGATE <br />—IIIIIIIIIIIIIIIIIIIIIIIIIIII I <br />I—III—III—III—III—III—III—III—II:71I—III—I <br />=1 11=1 11=1 11=1 11=1 I I —I 11=1 11=1 11=1 11=1 <br />APPROVED SUBGRADE SOIL <br />LIGHT -DUTY CONCRETE <br />CONSTRUCTION DETAIL <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />rr r� ru AKI <br />ONE_ E <br />�•1 •1 •1 •1 •1 •1 •1 •1 <br />APPROVED SUBGRADE SOIL <br />NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE. <br />SURMOUNTABLE CURB <br />& GUTTER DETAIL <br />CEO/ NOT TO SCALE <br />TOOLED EDGE CONCRETE SIDEWALK/ <br />6 TOP OF CURB/ <br />TOPSOIL <br />a <br />° <br />° _4 a <br />co coo °° <br />uJ COURSE FILTER JO <br />AGGREGATE _ ° <br />Q <br />O <br />> N O �O� N o III- <br />. <br />III1 I I0 <br />0 °oo 18"MIN. a ogo III1 <br />I —III —III ° ° I I III III —I o°oo I —I <br />-___Ill _° ICI —ICI— _ <br />4" PERFORATED PE DRAIN TILE PIPE —III III —III —III o�o� o�O�Qo�o III=III <br />WITH FILTER FABRIC WRAP —III—III III —III III —III <br />=III=III III=III=I I I=I I I=III=I I I III=III=I <br />12" MIN. 6 <br />APPROVED SUBGRADE SOIL <br />PLAYGROUND CONCRETE <br />CURB DETAIL <br />00 NOT TO SCALE <br />Y4" SAWED JOINTS FILLED <br />WITH ELASTOMERIC <br />JOINT SEALANT <br />N NEW 8" PORTLAND CEMENT CONCRETE <br />n <br />#4 REBAR @ 18" O.C. <br />BOTH DIRECTIONS <br />NEW 6" BASE <br />AGGREGATE <br />0 <br />0 <br />APPROVED SUBGRADE SOIL <br />w <br />HEAVY-DUTY CONCRETE <br />N CONSTRUCTION DETAIL <br />5 <br />zo <br />C600 NOT TO SCALE <br />BACKFILL WITH NEW TOPSOIL, 8" 112" <br />SEE LANDSCAPE REQUIREMENTS. <br />a` � rr11 <br />a 6" I Q/ <br />�n <br />co <br />F <br />NEW BITUMINOUS <br />PAVEMENT <br />' N E W BAS E <br />III=1 11 I I I III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I AGGREGATE <br />I1 I I III1 11 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I <br />6° APPROVED SUBGRADE SOIL <br />NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE. <br />B612 CONCRETE <br />6-� CURB & GUTTER DETAIL <br />NOT TO SCALE <br />— NEW GOALSETTER MVP 72" BASKETBALL <br />GOAL SYSTEM - FURNISH & INSTALL PER <br />MANUFACTURER'S INSTRUCTIONS <br />2' I 2' <br />BACKFILL WITH NEW TOPSOIL, <br />SEE LANDSCAPE REQUIREMENTS NEW CONCRETE <br />CURB <br />.. a <br />a <br />NEW <br />BITUMINOUS <br />PAVEMENT <br />III —III —III —I I ': —III—III—III—III NEW BASE AGGREGATE <br />I II I IIII—III `' AI I IIIII I IIIII I I <br />IIIIIIIIIII IIIIIIIII—III <br />I —III —III —III III —III —III —III —III APPROVED SUBGRADE <br />11 111 I 1=1 I ��'•' �:j1 111 111 111 <br />=1 I I=1 I I=1 11= I III=1 I I=1 I I=1 I I=1 I I <br />18" 0 x 60" CONCRETE FOOTING <br />IN SONO-TUBE <br />BASKETBALL GOAL <br />INSTALLATION DETAIL <br />NOT TO SCALE <br />NON -WOVEN SOIL SEPARATION FABRIC <br />NEW 5" INFIELD AGLIME MIX <br />BACKFILL WITH NEW TOPSOIL, <br />SEE LANDSCAPE REQUIREMENTS. <br />'III —III �.�,� �•}.•. �j III —III —I <br />I IIIII I IIIII I IIIII I IIII—III—III <br />—III—III—III—III—III—III—III—III—III—I I I- <br />—I I —III —III —III —III —III —III —I 11=1 11=1 <br />1 I 111= 1111 111 111 111 111 111 111 11= <br />APPROVED SUBGRADE SOIL <br />AG -LIME SURFACING DETAIL <br />NOT TO SCALE <br />17' <br />HOME PLATE <br />GRASS LINE <br />ALUMINUM PLAI <br />SEE SPECI <br />NOT <br />CON �... ..�_ ....� <br />INSTALL HOME PLATE. <br />11 SOFTBALL DIAMOND DETAIL <br />NEW CURB <br />TAPER TO FLUSH <br />NOT TO SCALE <br />TYPE 1 ACCESSIBLE <br />CURB RAMP DETAIL <br />PFR P LgN <br />1.2p� <br />PER <br />(�TYP)N / <br />NOT TO SCALE <br />PER <br />PLAN <br />NEW CURB <br />TAPER TO FLUSH <br />TYPE 3 ACCESSIBLE <br />CURB RAMP DETAIL <br />NEW 6" PORTLAND <br />CEMENT COLORED CONCRETE <br />(P1140 BONFIRE, SAMPLE TO BE VERIFIED BY OWNER) <br />i <br />NO <br />�1 <br />#4 EPDXY COATED <br />REBAR @ 18" O.C. <br />BOTH DIRECTIONS <br />NEW 6" BASE <br />AGGREGATE <br />APPROVED SUBGRADE SOIL <br />REINFORCED COLORED <br />CONCRETE DETAIL <br />C600 NOT TO SCALE <br />NOT TO SCALE <br />RAMP LANDING <br />2% MAX SLOPE <br />ANY DIRECTION <br />>T <br />NOTES: <br />1. ALL SIGNS TO BE INSTALLED IN ACCORDANCE WITH MMUTCD AND MNDOT CURRENT STANDARD SIGNS MANUAL. <br />2. SEE PROJECT MANUAL FOR SIGN TYPES AND SPECIFICATION. <br />3. ALL SIGNS SHALL BE REVIEWED AND APPROVED BY OWNER/ENGINEER PRIOR TO CONSTRUCTION. <br />4. SIGN POSTS TO BE 18" BEHIND THE BACK OF CURB, UNLESS OTHERWISE DIRECTED. <br />5. SHARE POST WHERE APPLICABLE. <br />6. SIGNS WITHIN CONCRETE SIDEWALKS SHALL INCLUDE A 3" PVC SLEEVE AROUND THE SIGN POLE. <br />7. INSTALL 2 POSTS FOR SIGNS WITH ANY DIMENSION 36" OR GREATER. <br />PARKING <br />12 SIGN AND POST DETAIL <br />NOT TO SCALE <br />V�2 <br />4, PF� <br />MqX N <br />PER PLAN / <br />(6' MAX) <br />PER <br />PLAN <br />NEW CURB <br />TAPER TO FLUSH <br />NEW CURB <br />TAPER TO FLUSH <br />TYPE 2 ACCESSIBLE <br />CURB RAMP DETAIL <br />/ PER PLAN Q� <br />�` <br />0 <br />1:20 MAX ti <br />PER PLAN <br />-- YP) <br />TAPI <br />ACCESSIBLE RAMP DETAILS <br />NOT TO SCALE <br />cIniCCo DI nv cnnln InITO JOINTS OF FINISHED PAVER AREA. <br />VER SURFACE <br />DSCAPE PLANS) <br />1" SAND BEDDING <br />N 6" BASE <br />GREGATE <br />APPROVED SUBGRADE SOIL <br />BRICK PAVER <br />CONSTRUCTION DETAIL <br />NOT TO SCALE <br />RAMP LANDING <br />2% MAX SLOPE <br />ANY DIRECTION <br />/ PER PLAN A_ <br />0 <br />1: 12 MAX ti <br />PER PLAN <br />(6 MAX) <br />TYPE 4 ACCESSIBLE <br />CURB RAMP DETAIL <br />NOT TO SCALE <br />BRICK PAVER <br />SURFACE <br />CONCRETE SIDEWALK/ <br />TOP OF CURB/ <br />TOPSOIL <br />00 0o Qoo - — <br />I <br />6" <br />APPROVED SUBGRADE SOIL <br />CONCRETE RIBBON <br />CURB DETAIL <br />NOT TO SCALE <br />NEW ELEMENTARY <br />SCHOOL <br />15198 Forest Boulevard <br />Hugo, Minnesota 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Ave <br />White Bear Lake, Minnesota 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 />I KRAUS-ANDERSON, <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com 1 612 332 7281 <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 />@ 2020 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 />V� kh_�� <br />Matt Woodruff, P.E. <br />Date: 11.20.2020 Lic. No.: 41885 <br />Revisions <br />Description <br />Date <br />Num <br />Addendum #2 <br />December 10, 2020 <br />1 <br />Pond Revisions <br />January 15, 2021 <br />2 <br />City Submittal <br />February 5, 2021 <br />Comm: 12196195 <br />Date: 11.20.2020 <br />Drawn: KBK <br />Check: MJW North <br />DETAILS <br />Scale: Per Plan <br />r <br />NOTE O SCALE <br />