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ONEKA PARKWAY NORTH <br />HUGO, MINNESOTA <br />GENERAL NOTES: <br />QUALITY ASSURANCE PROVISIONS: <br />1. MULTIPLE CONTRACTORS (FENCE, WALL, GRADING, ETC.) MAY BE USED TO <br />COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. PLANS <br />DO NOT DEFINE SCOPE OF WORK FOR INDIVIDUAL ENTITIES. SEE CONTRACT <br />DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK THAT WILL BE <br />PROVIDED BY ALL PARTIES. <br />2. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER OR <br />TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS WORK IS NOT <br />PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A QUALIFIED <br />GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE <br />MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL PERFORMANCE. <br />3. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) SHALL BE INSPECTED BY <br />THE GEOTECHNICAL ENGINEER. ANY UNSUITABLE SOILS OR IMPROPERLY <br />COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED AS <br />DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO PROVIDE <br />ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. <br />4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR <br />GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS <br />REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL <br />CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER. <br />5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE ENGINEER, <br />MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS OR <br />SPECIFICATIONS. <br />6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER FOR <br />MOISTURE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2' VERTICALLY, <br />100'-200' C/C) MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED DESIGN <br />PLANS OR SPECIFICATIONS. <br />7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL FOR THE <br />CONSTRUCTION OF THE WALL TO ASSURE COMPLIANCE WITH CONTRACT <br />REQUIREMENTS AND MAINTAIN RECORDS OF ITS QUALITY CONTROL. <br />8. ALL WALL ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS SHALL BE <br />VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH APPROVED <br />DESIGN PLANS. ANY REVISIONS TO THE STRUCTURE GEOMETRY OR DESIGN <br />CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO PROCEEDING WITH <br />CONSTRUCTION. <br />CIVILDESIGN <br />PROFESSIONALS <br />8609 LYNDALE AVENUE SOUTH, SUITE 200 BLOOMINGTON, MN 55420 <br />PHONE: (952) 303,5312 1 WEBSITE: W W W.CDP.US.COM <br />srresa.unoera ESSI-1. INC. I —A. ava DESIGN I'DO-sl—S <br />SHEET INDEX <br />SHEET <br />DESCRIPTION <br />1.00 <br />TITLE SHEET <br />2.00 <br />SITE PLAN <br />3.00 <br />SPECIFICATIONS <br />4.00 <br />DETAILS (TYPICAL) <br />5.00 <br />SECTION A - A <br />6.00 <br />WALL 1 ELEVATION <br />WSB SHOP DRAWING REVIEW <br />® No exceptions taken ❑ Rejected <br />❑ Note markings ❑ Revise and Resubmit <br />Any action indicated above is the result of a review <br />only for general conformance with the design <br />concept of the project and general compliance with <br />the contract documents. <br />Any action indicated above is subject to the <br />requirements of the contract documents and does <br />not relieve the Contractor from liability for <br />deficiencies in the shop drawings or its obligation to <br />comply with the contract documents. <br />WSB & ASSOCIATES, INC. <br />BY: JLB <br />PROJ. NO.: 010170-000 DATE: O 2912018 <br />No. Dare Revision By <br />1 <br />10/26/18 <br />REVIEW COMMENTS <br />JVZ <br />2 <br />3 <br />4 <br />5 <br />6 <br />GENERAL NOTES: <br />DESIGN PROVISIONS: <br />1. THE WALL(S) ARE DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS AND <br />MAXIMUM SURCHARGE LOADINGS: <br />UNIT TYPE: BOULDER <br />BATTER: 15' <br />REINFORCEMENT: GRAVITY <br />DESIGN METHOD: COULOMB <br />LIVE LOAD: <br />150 PSF <br />DEAD LOAD: <br />0 PSF <br />TOE SLOPE: <br />5HAV <br />BACK SLOPE: <br />NONE <br />SEISMIC: <br />N/A <br />HYDROSTATIC: <br />N/A (DRAINAGE PROVIDED) <br />2. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF SAFELY <br />SUPPORTING THE MAXIMUM APPLIED BEARING PRESSURE AS SHOWN ON THE <br />WALL PROFILES WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. LOCAL BEARING <br />CAPACITY SHALL BE CONFIRMED BY THE SITE GEOTECHNICAL ENGINEER AFTER <br />FOUNDATION EXCAVATION AND PRIOR TO WALL CONSTRUCTION, <br />3. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE USED IN THE <br />PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE BOULDER <br />RETAINING WALL SYSTEM: <br />L <br />y <br />SOIL TYPE <br />RETAINED SOIL <br />33' <br />0 PSF <br />120 PCF <br />SAND <br />FOUNDATION SOIL <br />26' <br />50 PSF <br />120 PCF <br />SANDY LEAN CLAY <br />SOILS INFORMATION OBTAINED FROM THE GEOTECHNICAL EVALUATION REPORT <br />PREPARED BY BRAUN INTERTEC CORPORATION LAST DATED 12/15/14. THE <br />FOUNDATION SOILS SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER OR <br />OTHER QUALIFIED REPRESENTATIVE OF THE OWNER TO ENSURE THAT THE <br />BEARING SOILS MEET OR EXCEED THE DESIGN CONDITIONS OR ASSUMPTIONS. <br />THERE WERE NO SOIL BORINGS AT THE SPECIFIC WALL LOCATIONS. CDP <br />RECOMMENDS ADDITIONAL BORINGS BE TAKEN AT THE BASE OF WALL AFTER <br />EXCAVATION. ONCE THE SOIL BORING LOGS ARE AVAILABLE, THEY SHALL BE <br />SUBMITTED TO CDP TO CONFIRM THESE SHOP DRAWINGS ARE VALID PRIOR TO <br />WALL CONSTRUCTION. <br />Designed By: Project: Registration No: <br />JVZ ONEKA PARKWAY NORTH 25493 <br />Scale: HUGO, MINNESOTA Project No: <br />N.T.S. 18.0610 <br />Tide: <br />Date: TITLE SHEET 3hee1. <br />JUL 26, 2018 1. 00 <br />I hereby certify that this pl , sp ificaticn, or report was prepared by <br />me or under y dire t pe 'ion and that I am a duly Licensed <br />Professional ngi r laws of the State of Minnesota. <br />Date: Iv/ N/ 0 <br />MICHAEL R. JOHNS N, P.E. <br />