Laserfiche WebLink
,�. • <br /> � <br /> SW 1 /4, NW 1 /4, SEC 17 , T29N , R05E, W. M . <br /> . ,,�,,- <br /> �l � <br /> \\ �".I <br /> / <br /> �` <br /> � <br /> !� <br /> ( <br /> WATER N OTES SEWER N OTES STORM DRAI N AGE N OTES TESC N OTES <br /> RED BARN ENGINEERING INC. <br /> 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT 6610 NE 181 ST ST STE 2 <br /> EVERETT DESIGN & CONSTRUCTION STANDARDS (2017) EVERETT DESIGN & CONSTRUCTION STANDARDS (2017) EVERETT DESIGN & CONSTRUCTION STANDARDS �2017� CONSTITUTE AN APPROVAL oF PERMANENT ROAD oR DRAINAGE DESIGN (E.G. SIZE KENMORE, wA 98028 <br /> A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, PH. (206) 200-7174 <br /> EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION EVERETT STANDARDS AND WSDOT/APWA STANDARD CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN UTILITIES). REDBARN-ENGINEERING.COM <br /> DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, SPECIFICATIONS. INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, <br /> DISINFECTION, AND RECEIPT OF SATISFACTORY B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE EVERETT. REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF <br /> BACTERIOLOGICAL TEST RESULTS. COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND <br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE TESTED, iNSPECTED, AND APPROVED BY THE CITY EVERETT DESIGN AND CONSTRUCTION STANDARDS AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. <br /> - MADE BY THE PUBLIC WORKS DEPARTMENT AT THE INSPECTOR. SPECIFICATIONS AND THE WSDOT/APWA STANDARD 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY <br /> DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SPECIFICATIONS FOR ROAD, BRIDGE, AND �,9UNICIPAL FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, <br /> SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONSTRUCTION (CURRENT EDITION). NO DISTURBANCE BEYOND THE FLAGGED C�EARING LIMITS SHALL BE PERMITTED. THE <br /> EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN FLAGGING SHAL� BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE <br /> THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR DURATION OF CONSTRUCTION. <br /> CONNECTION SHALL BE MADE. ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION <br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO <br /> EVERETT STANDARDS. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE <br /> D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. <br /> CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR <br /> EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE CONSTRUCTION ON THE PROJECT. AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC CALL BEFORE YOU DIG <br /> NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND <br /> CONSTRUCTION. RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY CONSTRUCTION ON THE PROJECT. TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. <br /> E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SURVEY FOR LINE AND GRADE PRIOR TO STARTING 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE <br /> SHALL NOTIFY THE PUB�IC WORKS DEPARTMENT OF A CONSTRUCTION. IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY � • � <br /> PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS GRADE PRIOR TO STARTING CONSTRUCTION. AFTER STORM EVENTS. pF WASy <br /> DURING CONSTRUCTION ON A 24 HOUR BASIS. 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR 7, THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A �� �ti� <br /> F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 STAMPED '�UMP NO WASTE, DRAINS TO MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM �,`Q' "� � <br /> INCHES VERTICAL SEPARATION BETWEEN POTABLE AND STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND.° CHOOSE 2 0 <br /> NON-POTABLE CONVEYANCE SYSTEMS. APPROPRIATE FEATURE FOR THE PROJECT EVENT. � � <br /> G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO �'i �, <br /> PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, ACCUMULATE WITHIN A CATCH BASIN INSERT. ALL CATCH BASINS AND CONVEYANCE <br /> LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT <br /> NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. � � <br /> 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF � 45286 O �<v <br /> CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL FGl STER� G\� <br /> MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN S��NAL �N <br /> FOR THE DURATION OF THE PROJECT. <br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS 9�27�� 9 <br /> AND SEDIMENT TRACKED OFF THE SITE. <br /> 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING DESIGN BV <br /> SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. DRAWN R�W <br /> 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED <br /> FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO CHECKED R�W <br /> MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. <br /> W � <br /> I—� � <br /> Q o <br /> � � <br /> � <br /> N <br /> \ <br /> � <br /> J <br /> Q <br /> � <br /> f— <br /> . � j <br /> m � <br /> � � <br /> � � <br /> > � <br /> w <br /> W � <br /> � <br /> � <br /> � <br /> Q <br /> . � <br /> 0 <br /> Q <br /> 0 <br /> � <br /> � <br /> � <br /> �jj ?- O <br /> _ � Q N <br /> • � W � � <br /> � � � � � <br /> z � Q � � <br /> . � Z � m <br /> � <br /> w0 WZW <br /> � N � oc� <br /> � � � � � <br /> � �— w <br /> � <br /> � <br /> w <br /> Z <br /> Q <br /> _ <br /> ' U <br /> � <br /> W <br /> � W <br /> Q <br /> � � <br /> � <br /> ,� z <br /> N <br /> I <br /> p W � <br /> o� � Q <br /> o � � <br /> 3 �- W <br /> � . wz <br /> ., W W <br /> . � <br /> � � � <br /> � <br /> ` <br /> � <br /> w SHEET NO. : <br /> N <br /> O <br /> Y <br /> � <br /> � � <br /> O <br /> O <br /> I <br /> r . RB PROJECT NO.: <br /> � <br /> � 17- 0036 <br /> � <br /> x <br /> � <br /> N <br />