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C] <br /> m <br /> F- <br /> W <br /> X <br /> � <br /> K <br /> � <br /> � i � <br /> � � <br /> � <br /> � <br /> rL <br /> U / <br /> u`� <br /> 0 <br /> J <br /> � <br /> V <br /> O <br /> F- <br /> z <br /> � <br /> � <br /> ° GENERAL NOTES: GENERAL NOTES: <br /> � <br /> H DESIGN PROV[SIONS: (SUGGESTED QUALITY ASSURANCE PROVISIONS CONTINUED) <br /> �- <br /> � 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN 2. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER <br /> � 7�HE PREPARATION OF THE STRUCTURAL CALCULA7�IONS FOR THE OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS <br /> N BOULDERS RETAINING WALL SYSTEM: WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A <br /> � QUALIF[ED GEOTECHNICAL ENG[NEER/TECHNICIAN SHALL BE CONSULTED <br /> o � � 'Y SOIL TYPE IN THOSE MATTERS YERTAINING TO THE SOIL CONDITIONS AND WALL <br /> o PERFORMANCE. <br /> ¢ RETAINED SOIL <br /> c (WALL 4) 40° 0 PSF 120 PCF 1"CRUSHED STONE 3. THE FOUNDATION SOILS AT THE BASE OF THE WALLS SHALL BE INSPECTED <br /> o BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR IMPROPERLY <br /> r COMPACTED EMBANKiviENT MATERIAL SHALL BE REMOVED AND REPLACED <br /> o RETA[NED SOIL Z6° 0 PSF I ZO PCF SANDY LEAN CLAY AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO <br /> � (WALLS 1,2,3&5) PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. <br /> w <br /> � FOUNDATION SOIL Z6° 0 PSF 120 PCF SANDY LEAN CLAY 4. ALL WALL EXCAVATION AND RETAINED SO[LS SHALL BE INSPECTED FOR <br /> � <br /> U SHEE I� INDEX GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS <br /> � NO SOILS INFORMATION PROVIDED. A SUBCUT MAY BE REQUIRED AND REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL <br /> � S7�RUC7URAL FILL SHALL BE PLACED AND COMPACTED TO PROVIDE AN CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER. <br /> N ADEQUA7�E BEARING FOUNDATION. SHEET DESCRIPTION <br /> x <br /> '' S. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE <br /> 0 2. THE WALLS ARE DESIGNED TO MEE7 THE FOLLOWING DESIGN PARAMETERS 1. TITLE SHEE'T' ENGINEER, MEETING THE MINIMU�t REQUIREMENTS OF THE APPROVED <br /> o AND MAXIMUM SURCHARGE LOADINGS: 2. SITE PLAN DESIGN PLANS OR SPECIFICA7�IONS. <br /> _ <br /> � UN[T TYPE: BOULDERS 3. BOULDER WALL SECTION A-A 6. ALL SO[L BACKFILL SHALL BE TESTED BY THE GEOTECHN[CAL ENGINEER <br /> � DESIGN METHOD: COULOMB 4. TIERED BOULDER WALL SECTION B-B FOR MOISTURE, DENSITY, AND COMPAC7'ION PERIODICALLY (EVERY 2' <br /> z LIVE LOAD: 50 PSF VERT[CALLY, 100'-200'C/C)MEETING 7�HE M[N[MUM REQU[REMENTS OF THE <br /> � DEAD LOAD: 0 PSF APPROVED DESIGN PLANS OR SPECIFICATIONS. <br /> N TOE SLOPE: NONE <br /> ° BACK SLOPE: NONE 7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUAL[TY CONTROL <br /> � SEISMIC: N/A FOR THE CONSTRUCT[ON OF 7�HE WALL TO ASSURE COMPLIANCE WITH <br /> o HYDROSTATIC: N/A(DRAINAGE PROVIDED) CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF [TS QUALITI' <br /> � 3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF CONTROL. <br /> ¢ SAFELY SUPPORTING THE MINIMUM APPLIED BEARING PRESSURE AS SHOWN 8. ALL WALL ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS SHALL BE <br /> o ON THE WALL PROF[LES WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. VERIFIED BY 7�HE ENGINEER IN THE FIELD FOR CONFORMANCE WITH <br /> � LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE APPROVED DES[GN PLANS.ANY REVISIONS TO THE STRUCTURE GEOMETRY <br /> o GEOTECHNICAL ENG[NEER AFTER FOUNDATION EXCAVATION AND PRIOR OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO <br /> � TO WALL CONS7�RUCTION. <br /> PROCEEDING WITH CONSTRUCTION. <br /> z <br /> U <br /> � SUGGESTED QUALITY ASSURANCE PROVISIONS: <br /> 0 <br /> � <br /> ? l. MULTIPLE CONTRACTORS(FENCE,WALL, GRADING, ETCJ MAY BE USED TO <br /> m COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. <br /> < PLANS DO NOT DEFINE SCOPE OF WORK FOR INDNIDUAL ENTITIES. SEE <br /> � CON7RACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK <br /> 0 <br /> THAT WILL BE PROVIDED BY ALL PARTIES. <br /> F- <br /> Z <br /> C� <br /> a pe�;x„<d�r- �'«,le«= keg"��a"°°No 1 hereby certi [hat this I i,sp ifica[ion,or report was prepared by <br /> r N�. oa« a<.•���o�� nti �5493 <br /> LRB me or under �y dir t, pen�':ion and that I am a duly Licensed <br /> o VANYO LANDSCAPE <br /> U ��� � � 1 �R�NO,MIT1T1 ES�Tl� Prutessional n_�� �c r e laws of the State ot Minnesota. <br /> � Scale: Projett No: <br /> � 15-0136 <br /> N.T.S. <br /> � 1� 1< <> 1� i� �- �• � C� '� ;� l. ;� 3 rae: <br /> � 4 <br /> tK09 LYNDALE AVENUE SOUTH.SUI'Iti NO BLWMIN4TON.MN 5512e Ua[e: � T TT F Shce[No: /�/� <br /> � PHIJNE:(952)103531tIFAX�(76)1J92-19N91WEB31TE�WWW.CDI'-US.COM 5 UAR����QIS •�++�+� ����� "� 11�ati�- V�/�� <br /> Qsr�so�v��N�„�soN.asu,c.u.a...a��oEs�oNrnov�ss���nn�s 6 1 MICHAEL R.JOHNSON,P.G. <br /> ��35 ��n�-Yi c�v �r• � 2(�15-aU312. <br />