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<br /> l � � �- �" � , 1. EROSION AND SEDIMENT CONTROL MEASURES TO BE MOVED AND ADJUSTED AS
<br /> �� '�� : I � � i � �' � \ � x KT � N�� ~ -` �, n REQUIRED DURING GRADING WORK. TESC MEASURES SHALL BE MONITORED AND
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<br /> � � ti 1 � 2. EXCAVATION PLAN DOES NOT ACCOUNT FOR OVER EXCAVATIONS DUE TO
<br /> � � � l � � � I / I UNSUITABLE SUBGRADE MATERIALS.
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<br /> k. � ' � \ l (� �� � J � � STAGING AREA 3. TEMPORARY DEWATERING SUMPS SHALL PASS THROUGH TESC BMP PRIOR TO
<br /> �� s � � � j ` `" � i� // � � � � _ � � / � ! DISCHARGING TO STORM DR�4INAGE SYSTEM.
<br /> I \ � � � / ' —' � � 4. LOCATION OF TEMPORARY ACCESS TO B4TfOM OF EXCAVATION TO $E COORD(NATED C o n s u 1 t a n t
<br /> � -� \� � � � / � BY CONTRACTOR. j
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<br /> � � s CUT-SLOPES. ALI. EXCAVATION AND SHORING SHA�L BE IN ACCORDANCE WITH
<br /> � �� �� WAC, SECTlON 296-155, PART N AND LOCAL REQUIREMENTS. WHERE SAFE D E S I G N C 0 i� P A N Y
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<br /> � � � \ / � � 6. CONTRACTOR TO SLOPE FINISH GRADE OF EXCAVATION TO DRAIN. 5eatt�e, wA 98�oa
<br /> � Phone: 206.223.0326
<br /> -0 � �� � � / o� FAX: 206.223.0125
<br /> `� � � Q 7. CONSTRUCTION CONTRACTOR TO EXCAVATE TO FINAL FINISH GRADE ELEVATION. WWW.SVRDESIGN.COM
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