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s - , <br /> 0w <br /> C <br /> m <br /> 2 <br /> O <br /> a <br /> d <br /> � <br /> � <br /> � <br /> 0 <br /> � <br /> 0 <br /> a <br /> a <br /> u`� � <br /> C� <br /> a <br /> � <br /> U <br /> w <br /> O <br /> F» <br /> z <br /> w <br /> � <br /> ° GENERAL NOTES: GENERAL NOTES: <br /> W <br /> � DESIGN PROVISIONS: 2. WALL CONSfRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER <br /> � ` OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS <br /> � 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN � � WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A <br /> � THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE ;:a� , ��,� QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED <br /> � BOULDER RETAINING WALL SYSTEM: k � .. IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL <br /> ��� �r <br /> � � ' °� ';i PERFORMANCE. <br /> d � ; <br /> x F " � <br /> o � � y SOILTYPE �s'�� a ° �",� ., � �� � <br /> o „, ' � f �; ��i .� ,�* 3. THE FOUNDATION SOIIS AT THE BASE OF THE WALL SHALL BE INSPECT'ED <br /> � RETAINED SOIL 30° 0 PSF 120 PCF PIT RLIN SAND � '� �_�' r� '� "'��� � BY THE GEOTECHNICAL ENGINEER ANY LJNSUITABLE SOILS OR IMPROPERLY <br /> a � ��^�" ` ��� � � ,�� �,r ,. � �i <br /> � l COMPACTED EMBANIQvtENT MATERIAL SHALL BE REMOVED AND REPIACED <br /> ° FOUNDATION SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY � ,` � � �t� _ � ; `l AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO <br /> -' ��� � ` �.- � T PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. <br /> . � '�� �-� �+ a , ` � � _ f ' _ <br /> p A S U B C U T M A Y B E R E Q U I R E D A N D S T R U C T U R A L F I L L S H A L L B E P L A C E D �. � � � � ,r,�' <br /> � AND COMPAC'I'ED TO PROVIDE AN ADEQUATE BEARING FOUNDATION. � �+ � ` <br /> „ �„ ; ��c� .�_� � g �,. :�� � 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR <br /> ��:, ;���` ,Y GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS <br /> a 2. THE WALL IS DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS �` � � �i°�. �"' � REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL <br /> � AND MAXIMUM SURCHARGE LOADINGS: � �� , ���� ,�-'� CONSTRUCTION AS DIRECTED BYTHE GEOTECHNICAL ENGINEER <br /> W n_.;a <br /> � UNIT TYPE: GRANITE BOULDERS UNITS, 15°BATTER b��"�`'" � �� 5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE <br /> � REINFORCEMENT: GRAVITY ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED <br /> a DESIGN METHOD: COLOUMB DESIGN PLANS OR SPECIFICATIONS. <br /> � LIVE LOAD: 50 PSF <br /> x DEAD LOAD: NONE 6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER <br /> � BACK SLOPE: NONE FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2' <br /> � TOE SLOPE: 3H:IV VERTICALLY, 100'-200'C/C)MEETING THE MINIMUM REQUIREMENTS OF THE <br /> SEISMIC: N/A <br /> c� APPROVED DESIGN PLANS OR SPECIFICATIONS. <br /> W HYDROSTATIC: N/A <br /> � 7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL <br /> � 3. THE FOUNDATION SOIIS AT THE WALL LOCATIONS SHALL BE CAPABLE OF FOR THE CONSfRUCT10N OF THE WALL TO ASSURE COMPLIANCE WITH <br /> � SAFELY SUPPORTING THE MINIMUM APPLIED BEARING PRESSURE AS SHOWN CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF ITS QUALITY <br /> QOCALE BEARING OCAPA W�HOHALL [ ERECON IRM D BY E THEM SI�E SHEET INDEX CONTROL. <br /> � GEOTECHNICAL ENGINEER AFI'ER FOUNDATION EXCAVATION AND PRIOR 8. ALL WALL ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS SHALL BE <br /> � TO WALL CONSTRUCTION. SHEET DESCRIPTION VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH <br /> APPROVED DESIGN PLANS.ANY REVISIONS TO THE STRUCTLJRE GEOMETRY <br /> Q SUGGESTED QUALITY ASSURANCE PROVISIONS: 1. TITLE SHEET OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO <br /> o� 1. MULTIPLE CONTRACTORS (FENCE,WALL, GRADING, ETCJ MAY BE USED TO <br /> 2. SITE PLAN PROCEEDING WITH CONSTRUCTION. <br /> z COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. 3. BOULDER WALL SECT'ION AA <br /> � PLANS DO NOT DEFINE SCOPE OF WORK FOR INDIVIDUAL ENTITIES. SEE <br /> Q CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK <br /> -' THAT WILL BE PROVIDED BY ALL PARTIES. <br /> � (SUGGESI'ED QUALITY ASSURANCE PROVISIONS CONTINUED) <br /> r <br /> m <br /> � <br /> N <br /> o q►��'t5 N��SI�c �r <br /> � 2�oi3-�� <br /> � No. Dam Rew�on By Doi�d Bv Projecc Rcgistrarion Nm Y fY P Pe Pv P P Y <br /> e, R„„ I hereb certi that thix lan,s cifiratio�,or re rt avas re ared b <br /> � CIVIL DESIGN me or under m direct su <br /> � ] S� CORNESS RESIDENCE 25493 y pen�sion and that I am a duly Licensed <br /> 0 2 yde MOUND,MINNESOTA ���No. Profc,sional Engineer under the laws of the State of Minnesota. <br /> � � R �3 � ES � IC� NI� LS 4 N.T.S. rac 14-0518 <br /> � s5lq LYNDAL6 AV&NUE 90UiH.SU11E 2M BIAOEMIOTON.MN SS4n� Datc S6ect No: Date �/G//WY� <br /> PHON&(93y)I013]I2�PA7Gq63)I9b19891��'R+KRNV.CDP�USADM 6 Auc�szo�4 - TITLE SHEET 1 <br /> v� ����N��o��.�� <br /> MICHAEL JOHNSON P.& <br />