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A PORTION OF THE NW 1/4 OF 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 W � � Q,
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<br /> i t. 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 C Q � �
<br /> o, 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 L �
<br /> •� SHOWN ON THIS P�AN SHEET ARE BASED UPON THE SURVEY PREPARED BY GEODIMENSIONS DATED NOTED. ALL CUT AND FIL� SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE � � �
<br /> o MAY 24, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO LOCAL REGULATION. (�
<br /> � BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE D�SCOVERED, THE CONTRACTOR 'A � fA � 7
<br /> � SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND V� �
<br /> � BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS PAVED AREAS AND SHALL GRADE A�L AREAS TO PRECLUDE PONDING OF WATER. 11 t J � � Q
<br /> t`o SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A LL�
<br /> � T O P O G R APHIC 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 HANDIED W Q
<br /> % REVIEW. AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION aF STORMWATER. THE
<br /> � � � g �C
<br /> � CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL �
<br /> ¢ CAUTION - NOTICE TO CONTRACTOR N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. O U
<br /> � 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE �OCATION AND/OR ELEVATION OF
<br /> � EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION pLAN APPROVED I- Z
<br /> °J COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM g
<br /> � BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE PROJECT SITE. Z / �
<br /> � UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION �
<br /> � OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND 8E CONSTRUCTED
<br /> a UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. TO SAME.
<br /> , ��� PUBLIC WORKS
<br /> %
<br /> � 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE DEPARTMBNT
<br /> WA1Bl �
<br /> °J UNLESS OTHERWISE NOTED, FOOTINGS. • wauc wonKs rcnNa ss Q
<br /> � a`� REQVIREO Pa�ox ro sT�anna
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<br /> SlIM[R �Nr consinuc�ioH on tn13
<br /> � 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. - aao�E:�. .�Ppo�.� rnF. n�ss �
<br /> C PROIFQ IS iCnoRiONAL VEN
<br /> o ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE �UR0.[NT :T.�.o os��o
<br /> Q' RIGHT-OF-WAY. 13. FOR LAYOUT WFORMATION REFER TO THE SITE PLAN. Exotncs�f�t �' �"� �Q��
<br /> C - VFRNR F00.CONSTRUCIION M/S �/�\ /\
<br /> � R BEEM/SSUEG. / ��' J.�
<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 v L
<br /> j TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H: 1V OR STEEPER. "POST-CONSTRUCTION SOIL QUALITY AND DEPTH." KnowwhafSbelOW.
<br /> m CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL
<br /> SPECIFICATION UNTIL A HEA�THY STANO OF GRASS IS OBTAINED. a) b2fOC@ OU CII
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