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EVERETT CHASE BANK L City of Everett Permit Review
<br /> EVERETT Status:Reviewed for Permit
<br /> A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. 09/13/2023 2:35:05PM
<br /> CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON °
<br /> TESC NOTES AND DETAILS
<br /> NOTES
<br /> GENERAL NOTES
<br /> CITY OF EVERETT STANDARD EROSION PLASTIC COVERING NOTES 5•p,1pX 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE
<br /> 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE MOST END OF THE PROJECT. z0
<br /> RECENT WSDOT STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND CONTROL NOTES I. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF DRAINAGE GRATE
<br /> MUNICIPAL CONSTRUCTION AND THE CITY OF EVERETT DESIGN AND 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE TRIM 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN d
<br /> STATE STANDARD SPECIFICATIONS SECTION 9-14.5. DRAINAGE DEVICES PER THE MANUFAC WRETI
<br /> CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT.IN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR 2. COVERING SHALL BE INSTALLED AND MAINTAINED RECOMMENDATIONS.CATCH BASIN INLET INSERTS U
<br /> CASE OF CONFLICT,THE CITY DEVELOPMENT SPECIFICATIONS AND DRAINAGE DESIGN(E.G.SIZE AND LOCATION OF ROADS,PIPES, TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS. W
<br /> STANDARD DETAILS TAKE PRECEDENCE. RESTRICTORS,CHANNELS,RETENTION FACILITIES,UTILITIES). ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO
<br /> SEDIMENT DEVICE
<br /> 2. PRIOR TO ANY WORK COMMENCING,THE CONTRACTOR SHALL ATTEND A 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, DIRECTIONS.ALL SEAMS SHALL BE TAPED OR WEIGHTED AND DEBRIS CLEARING AND GRADING ACTIVITY,OR UPON
<br /> PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC DOWN FULL LENGTH AND THERE SHALL BE A LEAST A 12 PLACEMENT OF NEW CATCH BASIN.
<br /> CONTRACTORS,REPRESENTATIVES OF INVOLVED UTILITIES,AND THE FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR INCH OVERLAP OF ALL SEAMS. FILTERED WATER
<br /> CITY OF EVERETT. UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT
<br /> IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 WHEN IT BECOMES ONE THIRD FULL OR IN
<br /> 3. SITE OWNER IS TO OBTAIN ALL PERMITS REQUIRED FROM THE STATE TO VEGETATION/LANDSCAPING IS ESTABLISHED. AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ACCORDANCE WITH THE MANUFACTURES' Z
<br /> INSTRUCRONS. O
<br /> INCLUDE BUT NOT TO BE LIMITED TO THE NPDES STORMWATER GENERAL 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN ESTABLISHED. y
<br /> PERMIT. SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. 4. WHEN THE COVERING IS USED ON UN-SEEDED SLOPES,IT S. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY W
<br /> 4. THE CONTRACTOR SHALL NOTIFY THE CITY AND/OR STATE,AND OBTAIN DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING REMOVING THE INLET INSERTS,EMPTYING,AND
<br /> ALL NECESSARY PERMITS AND APPROVALS IF CONSTRUCTION IS TO TAKE FLAGGED CLEARING LIMITS SHALL BE PERMITTED.THE FLAGGING SHALL PERIOD. RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT
<br /> PLACE IN COUNTY AND/OR STATE RIGHT-OF-WAY. BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET WASH SEDIMENT INTO STORM DRAINS WHILE U M
<br /> 5. ALL WORK WITHIN THE CITY RIGHT-OF-WAY SHALL BE CONDUCTED BY A OF CONSTRUCTION. AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE CLEANING. E W WATER FLOW BENEATH SHEETS N J
<br /> LICENSED,BONDED,AND INSURED CONTRACTOR.THE CONTRACTOR 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE W 0
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<br /> 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR
<br /> SHALL BE REQUIRED TO SUBMIT A STREET OBSTRUCTION NOTIFICATION CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES,AND IN STORM WATER srauauRE IT WILL SERVICE.
<br /> FORM,INCLUDING A TRAFFIC CONTROL PLAN IN CONFORMANCE WITH SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN RIPS AND DISLODGED ENDS. J Z n In 3
<br /> THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND WSDOT WATER DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF
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<br /> SYSTEM(OVERFLOW BYPASS). Ll y W
<br /> SPECIFICATION SECTION 1-10,TO THE PUBLIC WORKS DEPARTMENT FOR VIOLATE APPLICABLE WATER QUALITY STANDARDS. SECTION VIEW c o'
<br /> REVIEW AND APPROVAL A MINIMUM OF TWO(2) FULL WORKING DAYS S. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM MULCHING NOTES 8 TTHE HE B TR WITHOUTSPILLINGMUS NELCOOLLEREDALOF
<br /> PRIOR TO STREET OBSTRUCTION.NOTE THAT THE DAY THE STREET REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE
<br /> OBSTRUCTION NOTIFICATION FORM IS SUBMITTED TO THE CITY SHALL 1. MULCH MATERIALS USED SHALL BE CHIPPED SITE MATERIAL t `(7
<br /> CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED AS Z
<br /> NOT COUNT AS ONE OF THE TWO A NEW FORM WILL BE REQUIRED IF THE NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT VEGETATION.AVERAGE SIZE SHALL BE SEVERAL INCHES 9. PERFORM MAINTENANCE IN ACCORDANCE WITH C
<br /> TIME,DATE,OR LOCATION OF THE PROPOSED OBSTRUCTION CHANGES SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. WITH GRADATIONS FROM FINES TO 6"IN LENGTH FOR RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15).
<br /> FROM THAT REPORTED ON THE ORIGINAL FORM.CERTIFIED COPIES OF 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED TEXTURE,VARIATION,AND INTERLOCKING PROPERTIES. TYPICAL
<br /> THE CONTRACTOR'S BUSINESS LICENSE AND INSURANCE POLICY SHALL BE BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED IT SHALL BE PLACED AT A MINIMUM DEPTH OF 2". CC�o(7
<br /> DRAINAGE GRATE
<br /> SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BEFORE PERMIT FUNCTIONING,ESPECIALLY AFTER STORM EVENTS. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED LL��
<br /> ISSUANCE. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND SLOPES GREATER THAN 2:1. m Z
<br /> 6. ANY STRUCTURE AND/OR OBSTRUCTION THAT NEED TO BE REMOVED OR MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS OF A LU x y
<br /> RELOCATED AS A RESULT OF THIS PROJECT SHALL BE DONE SO AT THE MAJOR STORM EVENT. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING r�I
<br /> DEVELOPER'S EXPENSE. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF K
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<br /> 7. ALL MANHOLES AND CATCH BASINS SHALL BE COVERED WITH TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL CATCH BASINS THE SEASON.
<br /> TEMPORARY COVERS TO PREVENT ENTRANCE OF DIRT AND DEBRIS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY - Z 2
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<br /> DURING CONSTRUCTION. CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER WSDOT STD PLAN I-00.20 OD ACCEPTABLE SUBSTITUTE IF ,yV�;
<br /> NOVEMBER I. BELOW INLET GRATE i'0
<br /> 8. BURIED UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION.THE INTO THE DOWNSTREAM SYSTEM. MAINTENANCE MEETS NOTES 1-5 (n v o
<br /> DEVICE OVERFLOW BYPASS In n
<br /> CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO ANY 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE TYPICAL LU n Q v
<br /> CONSTRUCTION.CALL 1-800-424-5555 FOR"ONE CALL LOCATES." BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION EVERETT PUBLIC WORKS Z W� M N
<br /> 9. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED AND OF THE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO WASHINGTON H I N GTO N DEPARTMENT Z rn= w
<br /> APPROVED BY THE ENGINEER OF RECORD AND THE CITY PUBLIC WORKS ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION TRENCH NOTE LU I-I .�
<br /> DEPARTMENT PRIOR TO IMPLEMENTATION IN THE FIELD. OF THE PROJECT. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION - "'w' '•' ��' 12/30/2016 N
<br /> 10. TRAFFIC CONTROL SHALL BE MAINTAINED BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE ISOMETRIC VIEW STORM LU o
<br /> CONSTRUCTION SIGNS,CONES,BARRICADES,AND FLAGGERS SHALL BE REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B,IT STORM DRAIN INLET
<br /> EMPLOYED AS SPECIFIED ON THE APPROVED TRAFFIC CONTROL PLANS OR 11. APPROPRIATE MEASURES SHALL BETAKEN TO STOP SEDIMENT FROM
<br /> SHALL BE SHORED AND CRIBBED.THE CONTRACTOR IS ALONE PROTECTION 210 ;a >,
<br /> AS REQUIRED BY THE PUBLIC WORKS DEPARTMENT. ENTERING SURFACE WATER BODIES IF THE PROPOSED BMP'S FAIL. RESPONSIBLE FOR WORKER SAFETY.ALL TRENCH SAFETY U a
<br /> 11. AN APPROVED COPY OF THESE PLANS WITH REVISIONS MUST BE ON SITE 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR SYSTEMS SHALL MEET THE REQUIREMENTS OF THE STORM DRAIN INLET PROTECTION
<br /> WHENEVER CONSTRUCTION WORK IS IN PROGRESS. UNSTABILTZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
<br /> 12. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION,FOUR(4)FEET APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH CHAPTER 49.17 RCW. NOTTO SCALE CRY OF EVERETT STANDARD DRAWING NO.III
<br /> OR
<br /> RE IN DEPTH,THAT
<br /> ODOT SECTION 2-09.3,,O R THE ENCH/IXCAVATION SHALL BE SHORED ES NOT MEET THE OPEN PIT REQUIREMENTS SEPTEMBER 30.
<br /> OF WSDOT �4�b oYM.sXLL�y
<br /> AND CRIBBED.THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR
<br /> WORKER SAFETY.ALL TRENCH SAFETY SYSTEMS SHALL MEET THE NOTES
<br /> REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ATTACH IN A MANNERTHAT POST SEE WSDOT STANDARD
<br /> Q ASSURES FABRIC IS FIRMLY 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT
<br /> FILTER FABRIC FENCE NOTES SPECIFICATIONS B-01.3(9)A
<br /> ACT,CHAPTER 49 17 RCW. HELD BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM
<br /> 13. CITY OF EVERETT FIRE SHALL BE NOTIFIED IMMEDIATELY OF ALL GAS 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT SUPPORT IN A WAYTHAT FLOWING AROUND THE ENDS OF THE FENCE.
<br /> LINE BREAKS. TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS.WHEN REDUCES THE POTENTIAL 2. PERFORM MAINTENANCE IN ACCORDANCE WITH �18 �Cs1r
<br /> 14. CONSTRUCTION HOURS ARE MONDAY THROUGH FRIDAY,7:00 A.M.TO JOINTS ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED TOGETHER FOR FABRIC TEARING FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A SYONAL
<br /> 6:00 P.M.,AND SATURDAY,SUNDAY,AND HOLIDAYS,10:00 A.M.TO 6:00 ONLY AT A SUPPORT POST,WITH A MINIMUM 6-INCH OVERLAP,AND POST EVERY 6"IN O.C. AND 8-01.3(15). 2023.09.06
<br /> P.M..WORK CONDUCTED OUTSIDE THESE HOURS SHALL BE APPROVED BY SECURELY FASTENED AT BOTH ENDS TO POSTS. BACKUP SUPPORT 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS
<br /> THE PUBLIC WORKS DEPARTMENT A MINIMUM OF TWO(2)WORKING 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN ORS MP LOCATIONS.IF SPLICES ARE LOCATED IN U)
<br /> DAYS IN ADVANCE.THE DAY OF SUBMITTAL SHALL NOT BE COUNTED AS SECURELY INTO THE GROUND(MINIMUM OF 30 INCHES). q? LOW OR SUMP AREAS,THE FENCE MAY NEED i0 00
<br /> ONE OF THE TWO REQUIRED DAYS.ALL CITY PERSONNEL OVERTIME 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND BACKFILLED& BE REINSTALLED UNLESS OTHERWISE APPROVED. 8j
<br /> COMPARED SELF-LOCKING TIE-NVLONE
<br /> INSPECTION FEES SHALL BE PAID BY THE CONTRACTOR. 12 INCHES DEEP ALONG THE LINE BA POSTS AND UPSLOPE FROM THE 6/6(MIN GRADE) UO
<br /> NATIVE 501E GEOTEXTILE / 120k MIN TENSILE STRENGTH, 4. INSTALL SILT FENCING PARALLELTO MAPPED N
<br /> 15. BEFORE COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL OBTAIN BARRIER.THIS TRENCH SHALL BE BACKFILLED WITH WASHED �___ UV STABILIZED CONTOUR LINES. J �
<br /> A"PUNCH LIST"PREPARED BY THE PUBLIC WORKS DEPARTMENT GRAVEL. FLO - + Iti rn
<br /> DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED.ALL ITEMS 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED,A WIRE MESH �\ :, S DURING
<br /> ROUND ATIOROUND IIR NCH IIMIZE DIMUCH AS I$ Q
<br /> THE GOF WORK LISTED SHALL BE SATISFACTORILY COMPLETED PRIOR TO SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE FEASIBLE,AND SMOOTH SURFACE FOLLOWING
<br /> ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH EXCAVATION TO AVOID CONCENTRATING FLOWS. W 6 i
<br /> SEWER SERVICE. LONG,TIE WIRES OR HOG RINGS.THE WIRE SHALL EXTEND INTO THE '\ COMPACTION MUST BE ADEQUATE TO PREVENT Q 1' Z
<br /> 16. NO CONSTRUCTION WORK SHALL BEGIN UNTIL THE OWNER/DEVELOPER TRENCH A MINIMUM OF 4INCHES AND SHALL NOT EXTEND MORE THAN BURY GEOTEXTILE UNDERCUTTING FLOWS. Z o^ O
<br /> HAS ACQUIRED ALL REQUIRED RIGHT-OF-WAY AND/OR EASEMENT S,AND 241NCHE5 ABOVE THE ORIGINAL GROUND SURFACE. IN TRENCH s pF m rn (L BACKUP SUPPORT z W W
<br /> HAS PROVIDED THE PUBLIC WORKS DEPARTMENT WITH COPIES OF THE 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED GEOTEXTILE FOR SILT FENCE
<br /> RECORDED DOCUMENTS. TO THE FENCE,AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED - f SEE STANDARD SPECIFICATION �Ojfi STEEL POST (TYPICAL) Q fn
<br /> SECTION 9-33.2(1),TABLE6 \\J J (TYPICAL) a N
<br /> INTO THE TRENCH.THE FABRIC SHALL NOT EXTEND MORE THAN 24 b � 2
<br /> INCHES ABOVE THE ORIGINAL GROUND SURFACE.FILTER FABRIC SHALL LLJ O
<br /> CONTRACTOR NOTES NOT BE STAPLED TO EXISTING TREES. TSF� 3
<br /> 1. CONSTRUCTION FENCE CAN BE UTILIZED IN PLACE OF FILTER FABRIC 6. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS �ovy �pF,P/ 0 U
<br /> FENCE ONLY IN AREAS WHERE THE GRADES DO NOT ALLOW THE USED,THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED.IN SUCH A TYPICAL INSTALLATION DETAIL :'' 60P FABRIC Z W a LU
<br /> POTENTIAL FOR ANY STORMWATER TO LEAVE THE SITE. CASE,THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE i .R.,B / > Ul Y
<br /> i1 �i FO (GEOTEXTILE) - LU Q
<br /> 2. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE AND POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. F (TYPICAL) L U x m
<br /> DISPOSED OF AT A COUNTY APPROVED LOCATION AND IN A MANNER 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE II �\ F
<br /> INSTALL BACKUP SUPPORT FOR LU Z Q Q
<br /> CONSISTENT WITH CURRENT REGULATIONS AND REQUIREMENTS. AREA HAS BEEN PERMANENTLY STABILIZED. THE GEOTEXTILE SEE STANDARD U
<br /> 3. ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN(7)DAYS 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH SPECIFICATION SECTION 8.01.3(9)A vI J¢
<br /> DURING THE DRY SEASON OR TWO(2)DAYS DURING THE WET SEASON, RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.ANY / /I pb 6i H N P0
<br /> SHALL BE COVERED WITH STRAW,WOOD FIBER MULCH,COMPOST,OR REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. \' /// CA�G {III H
<br /> OTHER EQUIVALENT PER CURRENT PIERCE COUNTY STANDARDS. SEE 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. \ / SO P0.� SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER H U
<br /> SEEDING NOTES AND MULCHING NOTES ON SHEET D4. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 p YI`�C(E TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE r H
<br /> 4.CONTRACTOR SHALL DESIGNATE A WASHINGTON DEPT OF ECOLOGY FEET. pd1 FENCE AT THE OVERLAP. LU 6Q LU Z
<br /> CERTIFIED EROSION CONTROL LEAD PERSON,AND SHALL COMPLY WITH 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. SPLICE DETAIL 2 zi O
<br /> THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) 12. INSTALL DOWNSLOPE OF EXPOSED AREAS. _ OD U U
<br /> WSDOT STD PLAN I-30.10-02 ACCEPTABLE SUBSTITUTE
<br /> PREPARED FOR THE PROJECT. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. �' WITHPB AL SILT
<br /> UP SUPPORT EXCEPT STEEL POST REQUIRED DESIGNER: K.MAUREN
<br /> 5. AT ANY TIME DURING CONSTRUCTION IT IS DETERMINED BY THE CITY / W ENGINEER: KB.MAUTR
<br /> THAT MUD AND DEBRIS ARE BEING TRACKED ONTO PUBLIC STREETS WITH /PP M�
<br /> ALLEN
<br /> INSUFFICIENT CLEANUP,ALL WORK SHALL CEASE ON THE PROJECT UNTIL 19 i t�CAE4 ISOMETRIC E V E R E T T PUBLIC WORKS DRAWN: L.BESLER
<br /> THIS CONDITION IS CORRECTED.THE CONTRACTOR AND/OR THE OWNER PERMANENT STABILIZATION NOTES ° ` WASHINGTON DEPARTMENT
<br /> W FP S30 T28N ROSE WM
<br /> SHALL IMMEDIATELY TAKE ALL STEPS NECESSARY TO PREVENT FUTURE 1. ALL EXPOSED SLOPES SHALL BE SEEDED AFTER CONSTRUCTION HAS Zoe �,'""�'*` 'w"" o3/v/2017 DATE: 2023.09.06
<br /> TRACKING OF MUD AND DEBRIS INTO THE PUBLIC ROW,WHICH MAY BEEN COMPLETED. SILT FENCE, IF DEEMED APPROPRIATE, SHALL r �rMFR6w' �" REVISED:
<br /> INCLUDE THE INSTALLATION OF A WHEEL WASH FACILITY ON-SITE. REMAIN FOR A MINIMUM OF 30 DAYS AFTER THE FINAL STABILIZATION TEMPORARY SILT FENCE
<br /> 214
<br /> 6.SEDIMENT LADEN RUNOFF SHALL NOT BE ALLOWED TO DISCHARGE OF THE SLOPES HAS OCCURRED. PROJECT: 22-281
<br /> BEYOND THE LIMITS OF THE IMPROVEMENTS.ADDITIONAL MEASURES 2. ALL TEMPORARY EROSION CONTROL BMP'S SHALL BE REMOVED 30 DAYS DWG NAME: 22-281-C
<br /> SHALL BE INSTALLED AS NEEDED. AFTER FINAL STABILIZATION HAS OCCURRED.7. SAWCUTS NOT DEPICTED ON PLANS. CONTRACTOR TO SAWCUT PAVEMENT 3. SEDIMENT SHALL BE REMOVED FROM ALL CATCH BASINS. TEMPORARY SILT FENCE SHEET REV.
<br /> TO CONSTRUCT PROPOSED CURB AND UTILITIES AS NEEDED. NOT TO SCALE CITY OF EVERETT STANDARD DRAWING NO.214 C4 Q
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