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>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>> >> > > > > > > > > > > > > > > > > >> >> >>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>> >> >> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>llllllllllllllllllll l l l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMP0.5% SLOP E 0.5% SLOP E 0.5% SLOP E 0.5% SLOP E 4.5% SLOP E 1.0% MAX.SLOPE1.0% SLOP E 1.0% SLOP E 1.0%SLOPE1.0%SLOPE28.3528.3528.3528.3528.3528.3528.3528.228.128.128.1528.128.128.128.128.128.128.128.127.827.828.127.827.892892892828.126.727.827.827.827.827.828.1T.W. (928.2)B.W. (923.2)T.W. (928.2)B.W. (922.2)T.W. (928.0)B.W. (920.7)T.W. (928.0)B.W. (921.0)28.128.1T.W. (928.0)B.W. (922.0)28.128.027.9027.9528.8028.7528.3528.028.0T.W. (928.2)B.W. (928.2)T.W. (928.2)B.W. (928.2)26.427.95928M.E.20.6M.E.20.520.590828.7525.728.0910 912 914 916 91892092892892625.025.2M.E.21.0M.E.21.092027.927.9592792692427.827.8924922 92693093293492727.892692892792828.1592727.692292091827.927.8928926922919EOF920.120.421.020.420.420.4916924920920919T.W. (928.0)B.W. (924.2)924T.W. (926.0)B.W. (924.0)31.031.427.7527.8M.E. 29.492221.591691992828.327.85THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF25.619.019.028.128.128.1T.S. 27.9B.S. 25.9 (M.E)T.S. 29.3B.S. 28.326.026.028.027.9528.028.1528.428.328.628.128.3528.4528.2528.628.5528.128.1M.E.28.127.992892828.028.528.3528.128.0928T.W. (928.0)B.W. (921.0)T.W. (927.9)B.W. (925.9)M.E.26.826.726.428.0M.E.(25.5)M.E.(25.7)THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF28.0528.1527.8527.9527.992827.828.027.9928928 92827.925.7525.026.819.827.828.128.027.627.827.828.128.0T.S. 29.3B.S. 28.3T.S. 29.3B.S. 28.328.028.027.7528.027.8528.027.8528.028.127.9527.9527.9527.8528.027.9528.0EOF927.5EOF920.193019.019.0FILTRATIONAREA 2AFILTRATIONAREA 4AFILTRATIONAREA 1C928927928RLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGTW = FINISH GRADE AT HIGH SIDE OF WALLBW = FINISH GRADE AT LOW SIDE OF WALLT.S. = TOP OF STEPB.S. = BOTTOM OF STEPPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING / TEST PIT LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED SURGE BASIN (SB)PROPOSED FLARED END SECTION (FES)PROPERTY LINEGRADING AND DRAINAGEPLAN(BASE BID)1C2.1928.0928928.5ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.0V1123087DCRJRP1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTIONSTAKING / LAYOUT.3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS,INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THECITY.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE(CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALLSIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCALAUTHORITIES.5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATUREOF MATERIALS TO BE HANDLED.7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OFSECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BERESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTIONCAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROMSEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITEFEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESSOTHERWISE NOTED.15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 28.5 OR 28 SHALL BE UNDERSTOOD TOMEAN 928.5 OR 928.16. SPOT ELEVATIONS SHOWN IN INDICATE TOP OF CURB, PAVEMENT SURFACE, OR GUTTERGRADES, UNLESS NOTED OTHERWISE.17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONEIN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORTSUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BEINCIDENTAL TO THE CONTRACT.18. NO FINISHED SLOPES SHALL EXCEED 3' HORIZONTAL TO 1' VERTICAL (3:1), UNLESSOTHERWISE NOTED.19. ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED OR RECEIVE SYNTHETIC TURF,SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.20. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.21. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.22. ANY MANHOLE, CATCH BASIN, STORM SEWER, DRAINTILE OR OTHER POTENTIAL SOURCEFOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BEMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFOREBEGINNING CONSTRUCTION.GENERAL NOTES928