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A PORTION dF THE NW if 4 dF THE SW 1/4 AND A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. - SNOHOMISH COUNTY, WASHINGTON
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<br /> �' GRADING NOTES � 0 3 Q
<br /> j 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING 6. PER RECOMMENDATIONS IN THE PROJECT GEOTECHNICAL REPORT BY TERRA ASSOCIATES (DATED � �j N �
<br /> � CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS FEBRUARY 22, 2016) ALL CUT AND FILL SLOPES SHALL BE 2: 1 OR FLATTER UNLESS OTHERWISE � Q �j Q
<br /> �$ SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY GEODIMENSIONS DATED NOTED. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE / � W � �
<br /> o MAY 24, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO LOCAL REGULATION. Q Z �
<br /> � BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR Q � � �
<br /> �
<br /> � SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUI�D�NGS FOR ALL NATURAL AND f A' u = � Z
<br /> � BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDiNG TOPOGRAPHY AS PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATEft. VJ
<br /> i`o SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A W J � �j Q
<br /> � TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON–SITE DURING CONSTRUCTION SHALL BE HANDLED M J 00 �jJ
<br /> � REVIEW. AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE L.L W � Q
<br /> ai CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL � � � �
<br /> Q CAUTION – NOTICE TO CONTRACTOR N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
<br /> � 2. THE CONTRACTOR IS SPECIFICAL�Y CAUTIONED AT THE LOCATION AND/OR ELEVATION OF _^, O U v
<br /> � EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHA�� BE PROTECTED FROM EROSION PLAN APPRUVED � ?
<br /> °' COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT DUE TO �NCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM
<br /> � BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE PROJECT SITE. 0 J
<br /> � UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION �� d '`� � L
<br /> � OF UTILITIES. IT SHA�L BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED w°��
<br /> � UTIL�TIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. TO SAME.
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<br /> j � ����„ PUBCIC WORKS
<br /> -� 3. THE SPOT E�EVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, 11. CONTRACTQR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE DEPARTMEM
<br /> �' UNLESS OTHERWISE NOTED. FOOTINGS. "'"T� O
<br /> � A OU6LIC W00.K5 pERM2T I9
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<br /> W pEQ!I]RED CNIQR T6 STARTq16
<br /> / 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMAT�ON REFER TO PROJECT SURVEY. �R Anr consrnucnon on nus
<br /> � ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE rno�cv. �P�ov��. Fon nus
<br /> � P0.WECT 15 cONUR10N�L P!R �
<br /> � N0.RFNT ; sTAN0APp5 YID
<br /> � RIGHT–OF–WAY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. exn�nes�=?RGbxuu �Q �
<br /> � !R �EEN SSUFD. 5T0.UCTiON Wf � V—L��0
<br /> 0 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF 14. ALL LANDSCAPED AREAS TO BE SOIL AMENDED PER CITY OF EVERETT BMP 12.20
<br /> j TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H: 1V OR STEEPER. "POST–CONSTRUCTION SOIL QUALITY AND DEPTH." KnowwhaYSbeIOW.
<br /> m CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL
<br /> SPECIFICATION UNTIL A NEALTHY STAND OF GRASS IS OBTAINED. C1II before OU dl
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