05-08-19 PC - Laserfiche WebLink

Home Browse Search

917918919920 920921 921922 922923924925926927928929 929930 930 931 931 932932 933933 933 93493530.029.632.633.019.6 ME28.3 ME35.9 ME32.6 ME30.6 ME26.6 ME26.6 ME26.6 ME19.6 ME19.6 ME29.6 ME29.5 ME29.2 ME29.0 ME29.3 ME29.5 ME29.1 ME28.9 ME29.8 ME28.8 ME28.5 ME29.7 ME16.6 ME16.2 ME19.7 ME19.7 ME19.7 ME19.319.118.818.429.5 ME32.9 ME33.0 ME33.1 ME33.2 ME33.0 ME33.2 ME33.2 ME33.2 ME32.7 ME33.2 MEPROPOSED FOOTBALL /LACROSSE FIELD(180' X 360')MATCH EXISTING GRADES FORRESTORATION WORK OUTSIDEOF GRADING LIMITS (TYPICAL)LEGEND91515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.115C2.11GENERAL NOTESLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.341" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYFIELDPLANDRAINAGEGRADING AND1. 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 (CONSTRUCTIONZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTSMUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES.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 NATURE OFMATERIALS 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 ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT.10. 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.11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS 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 TO REMAIN.15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESSOTHERWISE NOTED.16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 15.1 OR 15 SHALL BE UNDERSTOOD TO MEAN915.1 OR 915.17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES,UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDINGPERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITHLABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.18. 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 DONE INORDER 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 BE INCIDENTALTO THE CONTRACT.19. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESSOTHERWISE NOTED.20. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.21. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR ACONSISTENT, 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.22. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.23. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFOREBEGINNING CONSTRUCTION.25. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDETEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTILTEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATEALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, ETC.) AS REQUIRED.REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of schoolElevation = 920.79 feet2.)Top of top nut of fire hydrant, west of southerly building cornerElevation = 927.71 feet3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garageElevation = 918.17 feetBENCHMARKS (FIELD VERIFY BEFORE USING)