1001 14TH ST 2024-03-01 - Laserfiche WebLink

NOTES ------------- G G GTC PLAN SCALE IN FEET 20 0 20 40 Sa_ O1 TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. O2 INLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS THROUGHOUT CONSTRUCTION. O3 INSTALL CONSTRUCTION FENCE PER BMP C1.03 TO SECURE THE PROJECT SITE AS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE PROJECT SITE AND PROVIDE CONSTRUCTION GATE AS NEEDED TO ACCESS THE SITE. TESC NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 5. THE ESC FACILITIES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASIN AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. 11. APPROXIMATE MEASURE SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMP'S FAIL. 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 13. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL TESC BMPS AND REQUIREMENTS AS SET FORTH IN THE CSWGP, PND, AND ANY ASSOCIATED AGREED ORDER. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TESTING REQUIRED IN CONJUNCTION WITH THE CSGP, AD, OR CHOSEN TREATMENT ALTERNATIVE. PROJECT ENGINEER: SCALE: PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE J. KEISER NOTED DESIGNED BY: C. WIEST DATE: JULY 2022 Port of 3240-a11.ke ��e E CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ® ® © Seevle,w8m�aloz THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF DRAWN BY: G. DEAN CHECKED BY: C. CASTONA EVERETT p:zo6.G?A.13.1387 ENGINEERS, INC. _.pnde g)nee[ _ Q 7/7/23 JBK RECORD DRAWINGS INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN P.O. BOX 538 EVERETT, WA 98206 (425) 259-3164 DO 7/27/22 JBK ISSUED FOR BID APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. APPROVED BY: N0. DATE BY REVISION RECORD DRAWINGS PORT OF EVERETT DWG. NO. D3.04 MILLWRIGHT LOOP ROADS PHASE 1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN CIP NO. 6-8-008-01 PROJECT N0. PD-WP-2022-07 I SHEET NO. 34 OF 48