Agenda Packets - 2018/11/13 - Laserfiche WebLink

Home Browse Search

A MN 9 2 3 4 • • 4 • • 4 • • 7 • • 8 • • a • • to GENERAL NOTES DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). LEGEND 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES, 17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROAD$ INDICATE GUTTER GRADES, 1.) Top of top nut of tiro hydrant on West side of Ed9awood Ave -between 5101 and 5139 UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING - ----- EXISTING CONTOUR 2, THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING I LAYOUT. PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. _---= EXISTING SPOT ELEVATION 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, 19. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, \�� 905-'- PROPOSED CONTOUR INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY. FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT "OLS PROPOSED SPOT ELEVATION SUITABLE MATERIAL AND EXPORT UNSUITABLE I EXCESS I WASTE MATERIAL AS REQUIRED. ME= MATCH EXISTING 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS, ALL SIGNAGE LAYOUTS ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. - - - - - - - PROPOSED GRADING LIMITS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. 19. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1 ), UNLESS _ PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS S. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. OTHERWISE NOTED. ' O PROPOSED MANHOLE (MH) S. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF 20. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE 905.1 OR 905. MATERIALS TO BE HANDLED. PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED. • PROPOSED CATCH BASIN (CB) 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 21. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A 4 PROPOSED FLARED END SECTION (FES) 8. CHECKALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE, REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO f„- j PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS 9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. ---- -- - _---- PROPERTY UNE 22. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN 10. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP) NARRATIVE, PART OF ACCEPTABLE TURF, THE CONTRACTOR SHALL RESOD ALL APPLICABLE AREAS, AT NO SECTION 01819FOR EROSION CONTROL REQUIREMENTS. SECTION 3100 00 SHALL BE ADDITIONAL COST TO THE OWNER TO THE SATISFACTION OF THE ENGINEER. RESPONSIBLE FOR FULL IMPLEMENTATION OF THE S WPPP. 23. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER DRAINTILE OR OTHER 11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION EDGEWOOD MIDDLE SCHOOL 2018 ADDITION AND RENOVATION 5100 EDGEWOOD DR. MOUNDS VIEW, MN 55112 ISD #621: MOUNDS VIEW PUBLIC SCHOOLS 4570 VICTORIA ST N SHOREVIEW, MN 55116 tAl AA'PfIaOY-JO1INSOA' AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). BENCHMARKS (FIELD VERIFY BEFORE USING) 12MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. . 1.) Top of top nut of tiro hydrant on West side of Ed9awood Ave -between 5101 and 5139 GRADING AND 13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. 24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE Elavalion-911.87feet DRAINAGE 14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES BEGINNING CONSTRUCTION. 2.) Top of lop nut of fire hydrant on West side of Edgewood Ave - between $061 and 5DTI Elevation =901.47 feet PLAN (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. 25. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE 15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS TEMPORARY STORM SEWER (INCLUDING, SLIT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL 3J Top of MN DOT control point 9043 Elevation - 880.69 feet OTHERWISE NOTED. TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE 16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 05.1 OR 05 SHALL BE UNDERSTOOD TO MEAN ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR ETC.) AS REQUIRED. 905.1 OR 905. 26. ALL WORK RELATED TO OR AFFECTING MUNICIPAL INFRASTRUCTURE (STREETS, UTILITIES, ETC,) REQUIRES A MINIMUM OF 24 4OUR NOTICE TO PUBLIC WORKS AT 763.717.4050. Scale: I"= 4V 0 20 40 CITY SUBMITTAL C1,31 NOT FOR CONSTRUCTION