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� <br /> �o�o co�Y <br /> r <br /> / <br /> GENERAL NOTES: GENERAL NOTES: <br /> DESIGN PROVISIONS: QUALITY ASSURANCE PROViSIONS: <br /> 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN 1. MULTIPLE CONTRACTORS (FENCE, WALL, CRADING, ETC.) MAY BE L�SED TO <br /> THE PREPARATION OF THE S7�RUC7L'RAL CALCULATIONS FOR THE ,' COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. <br /> NATURAL RETAINING WALL SYSTEM: ,;� PLANS DO NOT DEFINE SCOPE OF WORK FOR INDNIDUAL ENTITIES. SEE <br /> ' CONTRACT' DOCU:�tENTS FOR SPECIFIC DE7�AILS ON THE SCOPE OF WORK <br /> � � 'y SOIL TYPE f,� � � THAT WILL BE PROVIDED BY ALL PARTIES. <br /> , h. <br /> RE7�AINED SOIL 26� 0 PSF 120 PCF SANDY LEAN CLAY ` 2. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER <br /> �`_�' OR TECHN[C(AN TO VERIFY FIELD AND S[TE SO[L CONDITIONS. IF THIS <br /> FOUNDATION SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY ��� ; , WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A <br /> `�`"`- QUALIFIED GEOTECHNICAL ENG[NEER/TECHNICIAN SHALL BE CONSULTED <br /> �� A SUBCUT MAY BE RE�UIRED AND STRUCTURAL FILL SHALL BE PLACED AND �m. <br /> � � IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL <br /> COMPACTED TO PROVIDE AN ADEQUATE BEARINC FOUNDATION. ���'� PERFORMANCE. <br /> :� <br /> `' ?. THE WALLS ARE DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS � 3. THE FOUNDATION S011 S AT THE BASE OF THE WALLS SH.ALL BE [NSPECTED <br /> ' >: ; <br /> AND MAXIMU'vt SURCHARGE LOADINGS: � BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR[MPROPERLY <br /> � CO�iPACTED EMBANK'�4ENT MATERIAL SHALL BE REMOVED AND REPL.ACED <br /> UN[T TYPE: NATURAL BOULDER UNITS, 15°BATTER �r'' AS DIRECTED BY THE ENGINEER PR[OR TO WALL CONSTRUCTION TO <br /> REINFORCEMENT: GRAVITY PROVIDE ADEQUA7�E BEARING CAPACITY AND MINIMIZE SETTLEMENT. <br /> DESIGN METHOD: COULOMB <br /> LIVE LOAD: SO PSF 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR <br /> DEAD LOAD: NONE GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS <br /> BACKSLOPE: 7N:1V REQUIRED IN THE FIELD SHALL BE [NCORPORATED INTO THE WALL <br /> TOE SLOPE: 7H:1V CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENG[NEER. <br /> SEISMIC: N/A <br /> 1fYDROS7�ATIC: N/A 5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE <br /> ENGINEER, MEETING THE MINIMliM REQUIREMENTS OF THE APPROVED <br /> 3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF DESIGN PLANS OR SPECIFICATIONS. <br /> SAFELY SUPPORTING THE MINIMUM APPL[ED BE.AR[NG PRESSURE (3,000 PSF) <br /> �XiITHOU�I'FAILURE OR EXCESSNE SETTLEMENT. LOCAL BEARING CAPAC[TY 6. ALL SOIL BACKFILL SH�LL BE TESTED BY THE GEOTECHN[CAL ENGINEER <br /> SHALL BE CONFIRMED BY 7�HE S1TE GEOTECHNICAL ENGINEER AFTER SHEET INDEX FOR MOISTURE, DENSITY, AND CO'viPACTION PERIODICALLY (EVERY 2' <br /> FOUNDAT[ON EXCAVATION AND PRIOR TO WALL CONSTRUCT[ON. VERTICALLY, 100'-200'C/C)MEETING THE MINIML'M REQUIREMENTS OF THE <br /> SHEET DESCRIPTTON .APPROVED DESIGN PLANS OR SPECIEICAT[ONS. <br /> 1. T1TLE SHEET 7. THE CONTRACTOR SHALL ESTABL[SH AND MAINTAIN QUAUTY CONTROL <br /> 2. SITE PLAN FOR THE CONSTRUCTION OF THE WALL TO ASSURE COMPLIANCE WITH <br /> CONTRACT REQUIREhtENTS AND MAINTAIN RECORDS OF ITS QUALITY <br /> 3. TYPICAL WALL SECTION CONTROL. <br /> S. ALL WALL ELEVATIONS, GRADES, .AND BACK SLOPE CONDITIONS SHALL BE <br /> VERIFIED BY THE ENGINEER IN 7�HE FIELD FOR CONFOR!v1ANCE WITH <br /> APPROVED DESIGN PLANS. ANY REVISIONS TO THE STRUCTURE GEOMETRY <br /> OR DESICN CRITERI,A SHALL REQUIRE DESIGN MODIFICATIONS PR[OR TO <br /> PROCEEDING WITH CONSTRUCTION. <br /> COPYRIGHT(r)ZOl I-'_014 BY CNIL DESIGN PROFFSSIONALS <br /> 1)r,�i�r�{R��. P«y��.c Il��z tr�t N,. .Il,`P Uf <br /> I herebc cer�i thu�thi� ic�tiun,or report was prepnrrd by <br /> N° ��'fe R`�'.",° �sv SRS PE11012'_51 n�r <�r unde m ir u r i�ion and [ha[ I aro a dul Licensed <br /> DESIGN UHRT RESIDENCE } u v <br /> � � �R(�j�]Q,]�Ij�]�]ESQ']-A Pmtrssiuna n u d e lae�s uf the State ut\4innesota <br /> 5„i�_ i��,,�<<N�, <br /> PROFESSIONALS 3 N�T�s� 14�0��i <br /> �;���: <br /> � 'nt`9 Ll'NI)ALE AVENVE v)VTH.SllIT!1MRL(x)MIN(:TON,�IN Si12C � L).ir��: til�.n�t No�. /� /�� <br /> PHl1NE:19iZ�H�YS)IlIfAX:�]b)1192.19Wil�H`-1TF::l�'NM1V.Cl>P-VS.C'OTf � :�AY23��0�4 ����� ����� Il,i��.�. (/'I�/ZV�f <br /> smro.�nm«�mo.,R�,N„�.v+�.u.e.�rune.��rrnutFao�,�. 6 � tifirl��arl R.Jol��u�,��I'.E. <br /> '2o�r�Std Qc�inir� v�nl�� 2�3..c�Se.Y <br />