2019.01.15 Planning Commission - Laserfiche WebLink

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X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX PROPOSED BUILDINGADDITION #2FFE = 907.2 = ARCH 100'-0"917.7918.4918.4915.9918.1906.3907.6906.7904.1 ME908.0904.9 ME905.3 ME905.7 ME916.3 ME915.4914.0913.0912.0910.5910.0908.8908.0916.6918.1917.2918.0916.3918.7918.3917.4916.0907.4911.3908.7907.5907.7913.7907.3913.6 ME914.0 ME916.7 ME907.7907.3 ME906.4906.8903.8 ME917.0MAXIMUM 2% SLOPE ON ACCESSIBLE STALLS909.3 ME909.3 ME909.1 ME907.2907.2907.2907.2907.2FFE = 909.3 = ARCH XX'-X"FFE = 911.3= ARCH XX'-X"PROPOSED BUILDINGADDITION #1910.2911.3911.3904.9905.1905.1904.5 ME904.5 ME903.8903.8903.9902.5901.9902.3901.4902.2900.6901.4901.6900.3899.5901.0 ME900.9 ME900.7 ME901.9900.1902.1901.6902.7899.7 ME898.9 ME907.6904.7905.4905.8905.8905.8905.1 ME???905.3907.0906.6 ME907.1906.1907.9906.9908.0906.3908.1907.0908.2918.2918.3913.1 ME914.6914.5913.8913.9918.1905910915904906907908909911912913914916917NORTH PARKING LOTBALLFIELDPARKING LOTPROPOSED STORAGEBUILDINGEAST PARKING LOTGEOTECHNICAL TABLEREFER TO SPEC 31 00 00 EARTHWORK AND UNIT PRICESNOTE: DEPTHS LISTED IN TABLE BELOW DO NOT INCLUDE REMOVAL OF SUITABLE SOIL REQUIREDTO MEET PROPOSED GRADES.BoringEstimated Cut (FT)G-69.50G-7 7LANDSCAPE 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:NorthGRADING ANDDRAINAGE PLAN- NORTHWESTDAVID A. REYXX/XX/XX40180MLBDAR1" = 30'C1.41MINNESOTAPROFESSIONAL ENGINEER2425 Long Lake RoadNew Brighton, Minnesota 55112IRONDALE HIGHSCHOOL ADDITIONSAND RENOVATIONSLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWTW = FINISH GRADE AT HIGH SIDE OF WALLBW = FINISH GRADE AT LOW SIDE OF WALLPROPOSED GRADING LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING / TEST PIT LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1C2.111.) TOP NUT HYDRANT NEAR THE NORTHEAST CORNER OF HIGH SCHOOL SOUTH PARKING LOT Elevation = 907.87 FEET2.) TOP NUT HYDRANT NORTH SIDE OF FIRE LANE NEAR SOUTHEAST CORNER OF TENNIS COURTS,EAST SIDE OF HIGH SCHOOL.Elevation = 906.28 FEETBENCHMARKS (FIELD VERIFY BEFORE USING)95554.6FFE LEGENDFFE = 911.00 = ARCH 104'-0"FFE = 909.00 = ARCH 102'-0"FFE = 907.00 = ARCH 100'-0"FFE = 904.00 = ARCH 97'-0"FFE = 9XX = ARCH 86'-0" TO 96'-8"FFE = 9XX = ARCH 96'-8"FFE = 9XX TO 949.00 = ARCH 96'-8" TO 98'-8"1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCALORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALLCONSTRUCTION STAKING / LAYOUT.3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTIONPERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALLPERMITS TO THE CITY.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE(CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS.ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVEDBY LOCAL AUTHORITIES.5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THEPUBLIC.6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK ANDNATURE OF MATERIALS TO BE HANDLED.7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELDLAYOUT.9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS ANDLAYOUT.10. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE,PART OF SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 0000 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROMCONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGESYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRTAND DEBRIS.12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCALREGULATIONS.14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITEFEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADEUNLESS OTHERWISE NOTED.16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 10.1 OR 10 SHALL BE UNDERSTOODTO MEAN 1010.1 OR 1010.17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTERGRADES, UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDETHE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING.SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATEPROPOSED FINISH FLOOR ELEVATIONS.18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIESOF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OFGRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATEDON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE /EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO 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 DESIGNATEDTO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL ANDSHALL BE SEEDED OR SODDED. REFER TO SHEETS C8.1, C8.2, C8.3, LANDSCAPINGPLANS, FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BYCONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIXSHALL BE SEEDED WITH SEED MIX #2.21. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TOALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGESWILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING ANDNEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.22. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TOPROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED OR RE-SOD ALLAPPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.23. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OROTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE.THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THEPIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OFSTRUCTURES OR PIPING OR SIMILAR).24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OFALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAMEBEFORE BEGINNING CONSTRUCTION.25. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES.PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCHBASINS, MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALLNOT BE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLEDAND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITEUTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.GENERAL NOTES