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0 <br /> a 1130 OLD CRYSTAL BAY ROAD REC::VZD <br /> a. <br /> rn J <br /> z UN 1 J 2016 <br /> O <br /> 0 CITY OF ORONO <br /> g <br /> az <br /> ORONO , <br /> m <br /> m <br /> L7 <br /> .2 <br /> 2 <br /> 0 <br /> GENERAL NOTES: GENERAL NOTES: <br /> o DESIGN PROVISIONS: <br /> 0 1. MULTIPLE CONTRACTORS(FENCE,WALL,GRADING,ETC.)MAY BE USED TO <br /> 1.1 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. <br /> THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE PLANS DO NOT DEFINE SCOPE OF WORK FOR INDIVIDUAL ENTITIES. SEE <br /> BOULDERS RETAINING WALL SYSTEM: CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK <br /> THAT WILL BE PROVIDED BY ALL PARTIES. <br /> co2 C 7 SOIL TYPE .12. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER <br /> re OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS <br /> 0 RETAINED SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A <br /> z QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED <br /> `FOUNDATION SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY J IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL <br /> 8 PERFORMANCE. <br /> ti <br /> z 3. THE FOUNDATION SOILS AT THE BASE OF THE WALLS SHALL BE INSPECTED <br /> O NO SOILS OR GEOTECHNICAL INFORMATION WAS AVAILABLE AT THE TIME BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR IMPROPERLY <br /> OF THIS DESIGN. CDP RECOMMENDS THAT BORINGS BE DRILLED ALONG COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED <br /> FS THE WALLS. ONCE THE BORING LOGS ARE AVAILABLE, THEY SHALL BE AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO <br /> o SUBMITTED TO CDP TO CONFIRM THESE SHOP DRAWINGS ARE VALID PRIOR t \ PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. <br /> LI TO WALL CONSTRUCTION. SHEET INDEX <br /> 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR <br /> 2. THE WALLS ARE DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS SHEET DESCRIPTION GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS <br /> AND MAXIMUM SURCHARGE LOADINGS: REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL <br /> CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER. <br /> 2 UNIT TYPE: BOULDERS 1.00 TITLE SHEET <br /> cn BATTER: 15° 2.00 SITE PLAN 5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE <br /> REINFORCEMENT: GRAVITY 3.00 SPECIFICATIONS ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED <br /> 2 DESIGN METHOD: COULOMB4.00 CROSS SECTION DESIGN PLANS OR SPECIFICATIONS. <br /> z LIVE LOAD: 50 PSF <br /> m DEAD LOAD: NONE 6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER <br /> TOE SLOPE: 4H:IV FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2' <br /> O BACK SLOPE: NONE VERTICALLY, 100'-200'C/C)MEETING THE MINIMUM REQUIREMENTS OF THE <br /> SEISMIC: N/A APPROVED DESIGN PLANS OR SPECIFICATIONS. <br /> o HYDROSTATIC: N/A(DRAINAGE PROVIDED) <br /> 7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL <br /> F 3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF FOR THE CONSTRUCTION OF THE WALL TO ASSURE COMPLIANCE WITH <br /> SAFELY SUPPORTING THE MAXIMUM APPLIED BEARING PRESSURE OF 2250 CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF ITS QUALITY <br /> o PSF. LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE CONTROL. <br /> GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR <br /> TO WALL CONSTRUCTION. 8. ALL WALL ELEVATIONS, GRADES,AND BACK SLOPE CONDITIONS SHALL BE <br /> a. VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH <br /> 0 SUGGESTED QUALITY ASSURANCE PROVISIONS: APPROVED DESIGN PLANS.ANY REVISIONS TO THE STRUCTURE GEOMETRY <br /> P • OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO <br /> ° <br /> 5 PROCEEDING WITH CONSTRUCTION. <br /> U <br /> co''' <br /> u, <br /> 0 <br /> N <br /> O <br /> U 'Th/p�1 ReSiemNon No: <br /> /Designed By. Project 1 hereby cerci that this pl. ification,or report was prepared by <br /> Nn. Date Revision By D 25493 me or under y di - t,. • ,.ion and that I am a duly Licensed <br /> I <br /> _ 1130 OLD CRYSTAL BAY ROAD Professional ngi laws of the State of Minnesota. <br /> CIVILDESIGN 2 Scale: ORONO,MINNESOTA �>�Na I 1 IL <br /> 16-0509 it <br /> PROFESSIONALS 45. <br /> N.T.S. „�e_ <br /> 0609 LYNDALE AVENUE SOU n,SUITE 200 BLOOMINGTON,MN 55420 Sheet No: <br /> PHONE.1952170351121 FAX,17671.39019991%EDSITh WWW.CDP•ILCOM 5 JUN 13,2016 TITLE SHEET 1.00 °"` i�� <br /> 2 .1111■,ry +.9oamow„anCPISA Mnwa,mo,oeLoreu `6 J•-. J MICHAELP.JOHN 9N.P.E. <br />