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06-03-09-PC
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02009 Westwood Professional Services, Inc. <br />Coll 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />SEE UTILITY PLAN FOR <br />TYPICAL BIO—FILTRATION <br />AREA CROSS—SECTION <br />COUNTY <br />ROCK <br />CONSTRUCTION <br />EENTRANCE <br />Grading Notes <br />1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR <br />SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE <br />NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. <br />2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, <br />EXIT PORCHES, RAMPS. TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT <br />LOCATIONS AND NUMBER OF DOWNSPOUTS. <br />3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND <br />BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. <br />4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED <br />UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. <br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES. <br />WARNING SIGNS, DIRECTIONAL SIGNS. FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT <br />OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO <br />APPROPRIATE MNDOT STANDARDS. <br />6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. <br />7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM <br />SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. <br />8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED <br />CONTOURS ARE TO FINISHED SURFACE GRADE. <br />9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. <br />10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS <br />COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE <br />REGULATING AGENCIES. <br />11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. RETAINING <br />WALL TO BE APPROVED BY CITY. <br />12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE <br />ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. <br />13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF <br />ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY—LOADED TANDEM—AXLE DUMP TRUCK, OR <br />APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING <br />LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. <br />14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH <br />THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. <br />15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH <br />REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3172. <br />16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE <br />PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE <br />CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL <br />ENGINEER. <br />17. GRADING AND EROSION CONTROL PLAN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ISSUANCE OF ANY GRADING OR <br />BUILDING PERMITS. <br />Erosion Control Notes <br />1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, <br />PRIOR TO ANY EXCAVATION/CONSTRUCTION ACTIVITIES. <br />2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES. <br />3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND <br />EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION <br />INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET. AND SILT FENCE. <br />CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE <br />OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING <br />OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY <br />DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER <br />EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. <br />ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. <br />4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS. <br />AFFECTED BY THIS CONSTRUCTION. <br />5. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING <br />ACTIVELY GRADED WITHIN SEVEN (7) DAYS. <br />6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED. <br />7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY. <br />Grading Legend <br />PROPERTY LINE <br />LOT LINE <br />INDEX CONTOUR <br />INTERVAL CONTOUR <br />CURB AND GUTTER <br />POND NORMAL WATER LEVEL <br />SILT FENCE <br />STORM SEWER <br />FLARED END SECTION (WITH RIPRAP) <br />WATER MAIN <br />SANITARY SEWER <br />MODULAR BLOCK RETAINING WALL <br />BREAK LINE <br />GRADING LIMITS <br />ROCK CONSTRUCTION ENTRANCE <br />EROSION CONTROL BLANKET <br />TURF REINFORCEMENT MAT <br />SPOT ELEVATION <br />FLOW DIRECTION <br />TOP AND BOTTOM OF RETAINING WALL <br />EMERGENCY OVERFLOW <br />SOIL BORING LOCATION <br />INLET PROTECTION <br />_W <br />NOWN.-Y 000d <br />Westwood Professional Swvkes. Inc. <br />7699 Anagram Drive <br />Eden Prairie, MN 55344 <br />PHONE 952-937-5150 <br />FAX 952-937-5822 <br />TOLL FREE 1-888-937-5150 <br />www westmodps.com <br />DMiEnelll: GAL/PDS <br />Chedked: GAL/PDS <br />Drawn: PAG <br />Remd Drawing by/date: <br />Revieia m <br />0 - 5/4/09 - City sibmittai <br />I - 5/22/09 - City Cammente <br />I beoey autiy tbet Ob PIM ..ft peepend by me er ebidee My <br />thrid aipeevidm end that I so a &* UMNd PBa MSOMAL <br />w4GV m =der the laws of the Stile ed baneeia4► <br />Greb&= A. Landini <br />me 5/21/09 Umm Na 43019 <br />Prepared for. <br />Arden PlazaLLC <br />4255 White Hear Parkway, Suite 1550 <br />Mite Hear Lake, Minnesota 55110 <br />Arden Plaza <br />Redevelopment <br />Arden Hills, MN <br />X <br />Grading and <br />Erosion <br />Control Plan <br />Date: 5/4/09 <br />0' 50' 100'. 150' <br />sheer 8 of 13 <br />NOT FOR CONSTRUCTION 20091044GDP01.dwg <br />
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