12-09-09-PC - Laserfiche WebLink

Home Browse Search

C 2009 Westwood Professional Services, Inc. CONCRETE PED RAMP CONCRETE PED RAMP I I Grading Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10, CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13, PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER, EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. M I ra-1-ft. 0. *�-v 0- msgw Moms L %=EE� I 0' 30' 60' 90' Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002/ / Grading Legend --- - qLj-, EXISTING CONTOURS .•-980= PROPOSED CONTOURS �ell- TOP AND BOTTOM OF RETAINING WALL 856,3 EXISTING SPOT ELEVATION 66.30 PROPOSED SPOT ELEVATION �l (CURB ELEVATIONS ARE AT TOP OF CURB) —� FLOW DIRECTION 62.80 EMERGENCY OVERFLOW ELEVATION —r►—� PROPOSED STORM SEWER ®—S7 EXISTING STORM SEWER —rr►s— EXISTING GAS LINE —Pa+-- EXISTING OVERHEAD POWER —PUG— EXISTING UNDERGROUND POWER — rtw— EXISTING OVERHEAD TELEPHONE —Iuc— EXISTING UNDERGROUND TELEPHONE —crv— EXISTING UNDERGROUND TELEVISION — x — EXISTING FENCE EXISTING TELEPHONE BOX Q EXISTING ELECTRICAL BOX G EXISTING STORM MANHOLE ® EXISTING STORM CATCH BASIN r0i EXISTING POWER POLE ® PROPOSED PEDESTRIAN RAMP (SEE DETAIL) ' EXISTING TREES TO REMAIN EXISTING BITUMINOUS EXISTING BITUMINOUS TO REMOVE 20095061GDFOt,dwg Sand Companies, Inc. Condmedon#Property Management ftevelopmeot 366 South Tenth Avenue PO Box 727 Waite Park, MN 5638 7-0 72 7 Office. (320) 202-3100 Fax: (320) 202-3139 Website: www.SandCompanies.com E -Mail. SCI@SandCompaniesxom Vikovood Protemloml Sewioes. Inc 3701 12th 9t. N. SuPoe 206 St. Cloud, MN sli= PHONE XW453 9495 FAX 320,2539737 TOLL FREE 14KO4704M www mestwoodps aom NOT FOR CONSTRUCTION I hereby certify that this plan was pmpuvd by sae at "Hier my direct supervision and that I sm a duly Hcenwd PROFESSIONAL BNTGRaM I nder the laws of the State of R T. Gpbn Date I3oenee No, Dedxne& RTG Checked: RTG Drawn; TAH Date X/XXM Revision Date X/XX/XX ARDEN VILLAGE ARDEN HILLS, MN GRADING & PAVING PLAN C-1.0