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� ' l�`�� �oh,ua C�t�- <br /> , . <br /> oRON � n� iNNEso-r <br /> , A <br /> GENERAL NOTES: <br /> GENERAL NOTES: <br /> DESIGN PROVISIONS: <br /> SUGGESTED QUALITY ASSURANCE PROVISIONS: <br /> 1, THE FOLLOWING EFFECTiVE STRENGTH PARAMETERS WERE <br /> 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(5) <br /> ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHAI.L BE INSPECTED 8Y THE GEOTECHNICA� ENGINEER, <br /> CALCUI.AT10N5 FOR THE BOUI.DER RETAINING WALLS: <br /> ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED <br /> EMBANKMENT MATERIAL Sl-IALL BE REMOVED AND REPI�ACCD <br /> � C T 50�� TYPE <br /> - AS OIRECTED BY THE ENG�NEER PRIOR TO WALL <br /> RETAINED SOIL 26' 0 120 PCF SANDY LEAN C1.AY `� CONSTRUCTION TO PROVI�E AOEQUATE BEARING CAPACITY <br /> FOUNDATION SOIL 26' 0 120 PCF SANpY LEAN CIAY '� AND MINIMIZE ScTTLEMENT. <br /> SOIL TYPES AN� OESJGN PROPERTIES SHALL 8E CONFiRMED <br /> 3. ALL WA�L EXCAVATION ANO RETAINED SOILS SHALL BE <br /> BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL <br /> INSPECTED FOR GROUNDWATER CONDITIONS. ANY <br /> CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REOUIRED IN THE FIELD <br /> SHA�L BE INCORP4RATED INTO THE WA�L CONSTRUCTION AS <br /> 2. THE WALLS ARE DESIGNED TO SUPPORT THE FO�LOWING S H EEi I N D EX DIRECTEO BY THE GFOTECHNICAL ENGINEER. <br /> MAXIMUM SURCHARGE LOAOINGS: <br /> � PAGE OESCRlPT!^iV 4. A�L STRUCTURA�LY PL,ACEO BACKFi�L MATERIAL SHALL BE <br /> LIVE LOAD: 50 PSF SURCHARG� TESTED ANp APPROVED BY THE ENGINEER, MEETING THE <br /> BACK S�OPE: NONE 1 TITLE SHEE�� MINIMUM REQUIREMENTS OF THE APPROVED OESiGN PLANS <br /> SEISMIC: NOT APPLICABLE <br /> 2 SITE P�AN OR SPECIFICATIONS. <br /> 3 WALL 1 & ? ELEVATIONS <br /> 3. THE WALL FOUNDATION SOILS AT THE WALL LOCATIONS I 4 I iYP(CA� Y�ir.l.L ScCT10N DETAI� �. H�L �GI� BACKFILL SHALL 3E TESTED BY THE ENGJNEER <br /> SHALL 8E CAPABLE OF SAFELY SUPPORTING 2.500 PSF FOR MOISTURE, DENSiTY, ANO COMPACTION PERIODICA�LY <br /> WITHOUT FAILURE OR EXCESSiVE SETTLEMENT. LOCAL <br /> BEARING CAPACITY SHA�L BE CONFIRMED BY THE S1TE (EVERY 2' VERTICALLY, 100'-200' C/C) MEETiNG THE <br /> GEOTECNNICAL ENGINEER AFTER F4UNOATION EXCAVATION MINIMUM REOUIREMENTS OF THE APPROVED DESIGN PLANS <br /> AND PRIOR TO WALL CONSTRUCTION. <br /> OR SPECIFICATIONS. <br /> 6. A�L WALL ELEVATlONS, GRADES, ANO BACKSLOPE <br /> SUGGESTED QUALITY ASSURANCE PROVISIONS: CONOITIONS SHALL BE VERIFIED BY THE ENG�NEER IN THE <br /> 1. WALL CONSTRUCTION SHALL BE SiJPERVISED 8Y A QUALIFIED FiELD FOR CONFORMANCE WITH APPROVED OESIGN PLANS. <br /> ANY REVISlONS TO THE STRUCTURE G�OMEI'RY OR DE51GN <br /> ENGINEER OR TECHNICIAN TO VERIfY FIELD ANO SITE SOIL CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO <br /> CONDITIONS. IF TH1S WORK IS NOT PERFORMED BY THE <br /> S�TE GEOTECNNICAL ENGINEER, A QUALIFIED GEOTECHNICAL PROCEEDING WI7H CONSTRUCTION. <br /> ENGINEER/TECHNICIAN SHALL BE CONSULTED �N THOSE <br /> MATTERS PERTAINING TO THE SOIL CONDITIONS ANO WALL �� gn,�J, � ���l� ,L �� ���§�1uv a�Pi�<1'�`�„ � �' <br /> PERFORMANCE. ��" <br /> ��I�.�s�� ��'� «.�m.%� , <br /> ad�:�`�e�f1. a���tl'�a D,�.9 !� <br /> e !� �9 <br /> e,/G/f✓! ,✓�{�����/ � c�=-_,/ G✓9 f���d °�'' <br /> ����_�„��/� _ q� e��,d���/ <br /> -- - �!� �� � °� �✓ ti' ° �/R�',� �� � <br /> :�FvRiGN� _ '��CS �r ;;��� -�LJilONS ';RC'JF, ` <br /> ClVIL SOLUTIONS GROUP, LLC =°�� - _ °es`°�e° 3� ��°;o`;: . P^ <br /> Re�s:ra!on No: <br /> �'�S 25493 � nereoy iv hcc ti,s �i� ;cec i r_�tion cr; Hc=_ <br /> �' B�OC Hl;'MEGLD`I AVENUE �Ol.i'�, jUl'I= 100 THE KOSS RESiDENCc �reoarea v rne �r ��a=r y cr=�; sucer��sor �na -^.o; <br /> �7L��CMING':;�N, M�l .-^,L..z.l ` 5caie OF�C�NO, Mrl m �uiy c=n ea rci �ortai -�m�ee� �nce h= cw=_ <br /> ., � Fro e�� `�o�. .r �.he - te �r M n so e � <br /> °tiCNE. �9�c` _'a4 4 �� , _ N/A 06-Iq5 <br /> � � �..C� 'QS�` .GL � `�� ' .�ite�. <br /> ' � °°"� T1TLE S�iE�T <br /> `^I'!CEar V!L�CLO i�CNSi;i<CUF.��M � o-�w��c �o l-� ;7��1��G E: <br /> 10 i`�AY 00 � �ate: <br /> �.���_._ . .. .`c� _ n. -. <br />