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ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel Dr, St Paul, MN 55112TITLE SHEETJRPDCR0V1123087VICINITY MAPDRAWING INDEXGENERAL NOTES1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT.3. NO WORK SHALL BEGIN UNTIL ALL PERMITS ARE OBTAINED AND SUBMITTED TO, AND ACCEPTED BY, THE CITY.4. NO WORK SHALL BEGIN UNTIL TRAFFIC PLANS ARE SUBMITTED , REVIEWED, OR APPROVED BY THE CITY.5. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT ACOPY OF ALL PERMITS TO OWNER, ENGINEER, AND THE CITY.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSEDIMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES.7. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED.8. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.9. CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.10. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECTDRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TOREMAIN.15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED.16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 28.1 OR 28 SHALL BE UNDERSTOOD TO MEAN 928.1 OR 928.17. SPOT ELEVATIONS SHOWN INDICATE TURF FINISH GRADES, TOP OF CURB, OR FINISH GRADE OF ASPHALT AND CONCRETE, UNLESS NOTED OTHERWISE.18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FORAMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL ANDEXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BEINCIDENTAL TO THE CONTRACT.19. NO FINISHED SLOPES SHALL EXCEED 3' HORIZONTAL TO 1' VERTICAL (3:1), UNLESS OTHERWISE NOTED.20. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE SYNTHETIC TURF SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALLBE SEEDED OR SODDED.21. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED ORRE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.22. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES ANDELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION.23. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORMSEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:b.a. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”b.b. PRESS-SEAL, WATERSTOP GROUTING RINGS” OR APPROVED EQUAL.22. ANY MANHOLE, CATCH BASIN, STORM SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MN RULES 4715.1710, SUBPART 3. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTEREDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).23. CONTACT THE BUILDING ENGINEER 48 HOURS PRIOR TO COMMENCING WORK ONSITE TO COORDINATE TEMPORARY ACCOMMODATIONS FOR STAFFPARKING AND THE RELOCATION OF EXISTING DUMPSTERS.24. CONTACT THE UNIVERSITY IRRIGATION FOREMAN 48 HOURS PRIOR TO COMMENCING WORK ONSITE TO FLAG OR MARK AND TO COORDINATETEMPORARY RELOCATION, TERMINATION OR ABANDONMENT OF EXISTING IRRIGATION SYSTEM.25. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTEMUST BE PROPERLY MANAGED.BETHEL SHEET LISTC1.0 TITLE SHEETC1.1 EXISTING CONDITIONS AND REMOVALS PLANC1.11 EXISTING CONDITIONS AND REMOVALS PLAN - THROWSC1.2 SITE GEOMETRIC PLANC1.21 SITE GEOMETRIC PLAN - ALTERNATE 1C1.22 SITE GEOMETRIC PLAN - THROWSC1.3 SITE FINISHING PLANC1.31 SITE FINISHING PLAN - ALTERNATE 1C1.32 SITE FINISHING PLAN - THROWSC1.4 GRADING AND DRAINAGE PLANC1.41 GRADING AND DRAINAGE PLAN - ALTERNATE 1C1.42 GRADING AND DRAINAGE PLAN - THROWSC1.5 UTILITY PLANC1.51 UTILITY PLAN - ALTERNATE 1C1.6 EROSION AND SEDIMENT CONTROL PLANC1.61 EROSION AND SEDIMENT CONTROL PLAN - THROWSL1.0 LANDSCAPE PLANL1.1 LANDSCAPE PLAN - THROWSC2.1 DETAILSC2.2 DETAILSC2.3 DETAILSC2.4 DETAILSE0.0 ELECTRICAL TITLE SHEET AND SYMBOL INDEXE1.0 ATHLETIC FIELD ELECTRICAL DEMOLITION PLANE2.1 ATHLETIC FIELD LIGHTING PLANE2.2 ATHLETIC FIELD POWER AND SYSTEMS PLANE3.0 PRESS BOX PLANE4.0 ELECTRICAL SCHEDULES AND RISER DIAGRAME5.0 ELECTRICAL DETAILSE6.0 STADIUM SOUND SYSTEM DETAILSBethel UniversityELECTRIC CONTACTFIRM: HALLBERG ENGINEERINGADDRESS: 1750 COMMERCE COURT,WHITE BEAR LAKE, MN, 55110CONTACT: JOE VOMELA (MAIN - 651.748.1100)(DIRECT - 651.748.4376) Attachment D