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CITY OF EVERETT TESC NOTES DEMOLITION NOTES
<br /> NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC) 1. DEMOLITION: 1T IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO h s m i t h
<br /> 5" MAX 1. CATCH BASIN INSERTS SHALL BE REMQVED ATTHE PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, UTILITIES S O �
<br /> END OF THE PROIECT. OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR
<br /> DRAINAGE GRATE- TRIM RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS �
<br /> 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S
<br /> DRAINAGE DEVICES PER THE MANUFACTURES'S 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO
<br /> RECOMMENDATIONS.CATCH BASIN INLET INSERTS CONSTRUCTION, MAINTENANCE, REPLACEMENT,AND UPGRADING CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND ' c�
<br /> GRATE FRAME " SHALL BE INSTALLED IN CURB INLETS. OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE r h i t e c t s
<br /> OVERFLOW BYPASS APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND _
<br /> BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS �NCLUDE ALL. SUCH COSTS IN THE BASE BID. Q-
<br /> SEDIMENT DEVICE CLEARING AN�GRADING ACTIVITY,OR UPON ESTABLISHED. 1928 43rd Ave E., Ste A
<br /> AND DEBRIS --
<br /> PLACEMENT OF A NEW CATCH BASIN. 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO
<br /> ,''.;"``'+�'= FIITERED WATER 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE S e a t t I e, W A 9 8 1 1 2
<br /> ,�'-'���tSr'�r 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT ( 2 0 6 ) 4 5 3 - 4 0 5 3
<br /> .;���. SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO WORK OF THIS PROJECT.
<br /> WHEN IT BECOMES ONE THIRD FULL OR IN CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO s h o e s m i t h c o x . c o m
<br /> , ACCORDANCE WITH THE MANUFACTURES' DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE 3. CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL
<br /> INSTRUCTIONS. PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE.
<br /> APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br /> 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ENSURING THAT ALL
<br /> � REMOVING THE INLET INSERTS,EMPTYING,AND 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE UTiLITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING
<br /> ' � RE-INSTALLING IT INTO THE CATCH BASIN. DO NOT CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND
<br /> WASH SEDIMENT INTO STORM DRAINS WHILE GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT DEMOLITION. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION
<br /> CLEANING. SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE WITH NEW CONSTRUCTION.
<br /> 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD) FOR THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER 5. COORDINATE POWER DEMOLITION WITH UTILITY PURVEYOR AND
<br /> STORM WATER STRUCTURE IT WILL SERVICE. QUALITY STANDARDS. ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES
<br /> 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM W�LL NOT COMPROMISE POWER TO OTHER AREAS.
<br /> SYSTEM(OVERFLOW BYPASS). REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
<br /> SECTION VIEW CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE 6. GAS DISCONNECTION BY UTILITY PURVEYOR CONTRACTOR TO
<br /> 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO COORDINATE WORK WITH P.S.E. CONTRACTOR TO DEMOLISH ABANDONED
<br /> THE BIGD WITHOUT SPILLING THE COLLECTED ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT SERVICE. CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL .
<br /> MATERIAL. LEAVE THE SITE. NOT IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE .
<br /> ALLOWED.
<br /> 9. PERFORM MAINTENANCE IN ACCORDANCE WITH 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND
<br /> RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15). MAINTAINED BY THE APPLICANTJCONTRACTOR TO ENSURE THEIR 7. ANY ABANDONED SIDE SEWER(S)SHALL BE PLUGGED OR CAPPED AS
<br /> Typ��q� CONTINUED FUNCTIONING, ESPECIAL�Y AFTER STORM EVENTS. SHOWN.
<br /> DRAINA6E GRATE 7. THE ESC FACILITIES ON INACTIVE SITES SHAL� BE INSPECTED AND 8 UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL
<br /> 3 MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 AS-BUILT LOCATION.
<br /> o HOURS FOLLOWING A MAJCJR STORM EVENT.
<br /> � skilled nursing
<br /> � 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE 9. REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR TREE PROTECTION � �
<br /> � ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL REQUIREMENTS. a d d I � I O I7 S
<br /> _' CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED
<br /> Z PRIOR TO PAVING.THE CLEANING OPERATION SHALL NOT FLUSH 10.ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES
<br /> g SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. SHALL BE REPLACED PER WAC 332-120 AT NO ADDITIONAL COST TO THE
<br /> � WSDOT STD PLAN I-40.20-00 ACCEPTABLE SUBSTITUTE IF OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT 2235 Lake Heights Drive
<br /> g BELOW INLET GRATE 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT OF NATURAL RESOURCES AS NECESSARY.
<br /> MAINTENANCE MEETS NOTES 1-5 THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
<br /> � DEVICE OVERFLOW BYPASS Everett WA 9�ZO�
<br /> � TYPICAL rr�W � �"�� DURATION OF THE PROJECT.ADDITIONAL MEASURES MAY BE 1 L CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS �
<br /> � ( CITY OF EVERETT REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN IS PROVIDED TO SITE AND EXISTING STRUCTURES TO REMAIN.
<br /> o Q FOR THE DURATION OF THE PROJECT. CONTRACTOR SHALL ALSO PROVIDE ADEQUATE FIRE PROTECTION FOR
<br /> °�� �� �' PUBLIC WORKS DEPARTMENT
<br /> �a THE NEW BUILDING.
<br /> o� C,r,r,�,��, �«�,�,�„ Go�,,,,�, a„�,�, u,,,,,,,,a,,,,a,� 10.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING
<br /> o arnNSAss HEATHEftGRIFFIN PAULWILHELM ESH 12/30J2016 TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE.
<br /> �`� ISOMETRIC VIEW '�`� Si,�°,�°°R^^w�„��. 12.COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN
<br /> 0 o STORM DRAIN INLET 11.APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT PAVEMENT AS A WORKING SURFACE AS LONG AS FEASIBLE. COORDINATE
<br /> �g� PROTECTION 210 FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED STUDENT ACCESS ALONG SOUTH SIDE OF PROJECT LIMITS WITH COLLEGE
<br /> = BMPS FAIL. - PROVIDE A SAFE PEDESTRIAN ACCESS MEETING ADA REQUIREMENTS.
<br /> KEYMAP
<br /> 12.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED 13.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING '
<br /> STO RM D RAI N I N L ET P ROTE CT I O N AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM THE SITE WITH WATER UNTIL SURFACE IS WET.
<br /> 1 NOT TO SCALE OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS .
<br /> FROM MAY 1 THROUGH SEPTEMBER 30. 14.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. B �t h a n y
<br /> TESC NOTES of the Northwest
<br /> 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION 7. WATER SITE AS NECESSARY TO CONTROL DUST. No. onr� REVISION
<br /> PRESERVATION AS PRESCRIBED ON THESE PLANS
<br /> NOTES SHALL BE CLEARLY FLAGGED IN THE FIELD AND 8. TOPSOIL SHALL NOT BE PLACED WHIL.E SUBGRADE fS IN
<br /> ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD OBSERVED DURING CONSTRUCTION. A FROZEN OR MUDDY CONDITION, WHEN THE
<br /> ASSURES FABRIC IS FIRMLY SPECIFICATIONS$-01.3(9)A 1. INSTALL THE END5 OF THE SILT FENCE TO POINT SUBGRADE (S EXCESSIVELY WET, OR WHEN
<br /> HELD BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM 2, ALL TEMPORARY SEDIMENTATION AND EROSION CONDITIONS EXIST THAT MAY OTHERWISE BE .
<br /> SUPPORT IN A WAY THAT FLQWIN6 AROUND THE ENDS OF THE FENCE. CONTROL MEASURES, AND PROTECTIVE MEASURES DETRIMENTAL TO PROPER GRADING OR PROPOSED
<br /> REDUCES THE POTENTIAI 2. PERFORM MAINTENANCE IN ACCORDANCE WITH FOR CRITICA�AREAS AND SIGNIFICANT TREES SHALL SODDING OR SEEDING.
<br /> FOR FABRIC TEARING FASTEN GEf3TEXTILE TO WSDCIT STANDARD SPECIFICATIONS 8-01.3(9)A BE INSTALLED PRIOR TO INITIATING ANY
<br /> POST EVERY 6" IN O.C. AND 8-01.3(15). CONSTRUCTION ACTIVITIES. 9. ON-SITE EROSION CONTROL MEASURES SHALL BE THE
<br /> -%�" RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS
<br /> BACKUP SUPPORT � �' � 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS 3. AL� REQUIRED SEDIMENTATION AND EROSION OCCURRING BEFORE FINAL STABILIZATION OF THE SITE
<br /> OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN CONTROL FACILITIES MUST BE CONSTRUCTED AND IN SHALL BE CORRECTED BY THE CONTRACTOR.
<br /> � � � o ? LOW OR SUMP AREAS,THE FENCE MAY NEED TO OPERATION PRIOR TO ANY LAND CLEARING AND/OR
<br /> BACKFILLED& '„ � SELF-LOCKING TIE-NYLONE BE REINSTAI�ED UNLESS OTHERWISE APPROVED. OTHER CONSTRUCTION ACTIVITIES TO ENSURE THAT 10. IF EROSION OR SEDIMENTATION OCCURS ON ADJACENT
<br /> COMPACTED ��� 6/6(MIN GRADE) SEDIMENT LADEN WATER DOES NOT ENTER ANY SITES, ALL CONSTRUCTION WORK WITHIN THE PROJECT
<br /> NATIVE SOIL GEOTEXTILE '� ''�� i�120#MIN TENSILE STRENGTH, 4. INSTALL SILT FENCING PARALLEL TO MAPPED
<br /> CONTOUR LINES. EXISTING DRAINAGE SYSTEM. THE CONTRACTOR SHALL LIMITS THAT WILL AGGRAVATE THE SITUATION MUST
<br /> � � UV STABILIZED SCHEDULE AN INSPECTION OF THE EROSION CONTROL CEASE AND THE CONTRACTOR SHALL IMMEDIATELY
<br /> F�� � - _ � ���� FACILITIES PRIOR TO ANY LAND CLEARING AND/OR COMMENCE RESTORATION OR MITIGATION MEASURES.
<br /> w �' � 1 �, ��r, 5. DURING EXCAVATION, MINIMIZE DISTURBING
<br /> �� ���, PROJECT MANA6ER
<br /> �,>�> THE GROUND AROUND TRENCH AS MUCH AS IS OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT RESTORATION ACTIVITY SHAL� CONTINUE UNTIL SUCH
<br /> �,��� �, LDJ �
<br /> FEASIBLE,ANd SMOOTH SURFACE FOLLOWING CONTROL FACI�ITIES SHALL BE MAINTAINED IN A TIME AS THE PROBLEM IS RECTIFIED.
<br /> � ; - EXCAVATION T(J AVOID CONCENTRATING FLOWS. SATISFACTORY CONDITION UNTIL SUCH TIME THAT PROJECT ENGINEER
<br /> \ , ��
<br /> �`��.' �; \ COMPACTION MUST BE ADEQUATE TO PREVENT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND 11. ALL EROSION AND SEDIMENTATION CONTROL TJM
<br /> BURY GEOTEXTILE ��(t,;�� UNDERCUTTWG FLOWS. THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. MEASURES SHOWN ON THESE DRAWWGS SHALL BE PRO.�CT TEAM MEA�BERS
<br /> IN TRENCH �Jr� THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, INSTALLED PRIOR TO, OR AS THE FIRST STAGE OF SITE R�S
<br /> a
<br /> s�c• BACKUP SUPPOR7 AND ADDITIONS TO THE EROSION AND SEDIMENTATION PREPARATION. cHECK
<br /> GEOTEXTILE FOR SILT FENCE :: F � ' TYPICAL)
<br /> 4 Z SEE STANDARD SPECIFICATION � �� , �'O�, STEEL POST I , � CONTROL MEASURES SHALL BE THE RESPONSIBILITY DCN
<br /> � ^� � �� �;'�' �`,p �NP���) � r. � OF THE CONTRACTOR. 12. SHOULD THE TEMPORARY EROSION AND
<br /> S E C T I ON 9-33.2(i),TABLE 6 � SEDIMENTATION CONTROL MEASURES SHOWN ON
<br /> ii �x Y :�
<br /> � } � Y � !i 4. THE EROSION AND SEDIMENTATION CONTRO�SYSTEM THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL
<br /> 's ' �� / � �-`� ����' a �' MEASURES DEPICTED ON THESE PLANS ARE INTENDED EROSION AND SEDIMENTATION, THE CONTRACTOR sEA�
<br /> �- ,,
<br /> ��!��o �� { '�� �/ ��'�P � ' '� TO BE MtNIMUM REQUIREMENTS TO MEET ANTICIPATED SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY
<br /> _ _ _ `/� ^_ '"{�Y��' ���. � i tiG'� P R� FABRIC �`k�� ' S I T E C O N D I T I O N S. A S C O N S T R U C T I O N P R O G R E S S E S T O P R O T E C T A D J A C E N T S I T E S, S E N S I T I V E A R E A S, •
<br /> TYPICAL INSTALLATION DETAIL n ,, '� � � O,� �� , ,7 AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, NATURAL WATER COURSES, AND/OR STORM DRAINAGE ���OS wOj�f���
<br /> � �� ,. �i QQ� {GEOTEXTILE) ADDITIONAL MEASURES MAY BE NECESSARY TO SYSTEMS. ,� ��,�c �To ,2
<br /> � � '' (n'P���) �>°,��" , � ENSURE COMPLETE SILTATION CONTROL ON THE SITE. a � � '�' '9�
<br /> `
<br /> INSTALL BACKUP SUPPORT FOR ' ' � ' �� � ��� DURING THE COURSE OF CONSTRUCTION, IT SHALL BE 13. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON .� � � o
<br /> THE GEOTEXTILE SEE STANDARD �� `�� � ��!`X a ' THE OBLIGATION AND RESPONSIBILITY OF THE SITE TO PREVENT DEBRIS, DUST, AND MUD FROM Q t�' �
<br /> � S P E G F I C A T I O N S E C T I O N 8A 1.3(9)A 1� � � ''� �i� �`�� C O N T R A C T OR T O ADDRESS ANY NEW CONDITIONS ACCUMULATWG ON ADJACENT ROADWAYS. 1���
<br /> � '� ��� �,� � �} THAT MAY BE CREATED BY CONSTRUCTION RELATED ��o,�, �E�Is�gE� `�'�
<br /> � t� �.�✓�x�� I �I ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, 14. THE CONTRACTOR SHAL� BE REQUIRED TO CALL �s c�ti�
<br /> � ' � L\N SIONAL ��
<br /> � � ' �,� I� SQP��P SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS 1-800-424-5555 OR"811"A MINIMUM OF TWO WORKING AS-BUIIT pRAWINC NOTE:
<br /> ° � I) �P�"�OP MAY BE NEEDED TO PROTECT ADJACENT SITES, DAYS PRIOR TO COMMENCING ANY EXCAVATION '�'�"T�"��'�01�
<br /> 3 i 0 �( TO PREVENT SILT I.ADEN WATER FROM ESCAPING THROUGH THE �"T"��70�°"�"�'00NRi�°�"�
<br /> _ ' � i `- �i� SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR ACTIVITIES TO DETERMINE FIELD LOCATIONS OF ALL °�TME°°'�ALO°""�'�"�"�
<br /> _ � 6 O FENCE AT THE OVERLAP. �a TM"T'�""°E°u�c
<br /> � ' , i t� ��a�x rwoEcr.Na w�c
<br /> � � + i Q STORM DRAINAGE SYSTEMS. UNDERGROUND UTILITIES. wr�nE,�r�mwnaicat�N
<br /> o � � ; � ; � �� � SPLICE DETAIL ��""'��""�'�""�'�""°�"°' n'�
<br /> w �°'�`F�,�"��„�'�'�"�� DEMOLITION AND �
<br /> �
<br /> o ' " � --� � 5. ANY DISTURBED AREA WHiCH HAS BEEN STRIPPED OF 15. RUNOFF SHALL NOT BE ALLOWED TO DRAIN INTO THE '��LTOR�
<br /> o � -� ','� TYPICAL SILT FENCE WSDOT STD PLAN I-30.10-02 ACCEPTABLE SUBSTITUTE
<br /> � '" i � WITH BACKUR SUPPORT EXCEPT STEEL POST REQUIRED VEGETATION AND WHERE NO FURTHER WORK IS STORM DRAINAGE SYSTEM DURING CONSTRUCTION.
<br /> � � � �� �P � ANTICIPATED FOR A PERIOD OF 10 DAYS OR MORE PROVIDE TEMPORARY PROTECTION FOR YARD DRAINS T E S C N O T E S A N D
<br /> I`�� Civil Engineers � : �
<br /> � � � Q,t� i DURING THE DRY SEASON (MAY 1-SEPT 30) OR 5 DAYS AS REQUIRED TO PREVENT RUNOFF FROM ENTERING Structural En ineers
<br /> o �� �� ���� ISOMETRIC � CITY OF EVERETT OR MORE IN THE WET SEASON (OCT 1-APIL 30), SHALL THE STORM DRAINAGE SYSTEM. g �� DETAILS
<br /> Z`q J' �� �'� t�0� � �'�`'��T PUBLIC WORKS DEPARTMENT BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS landscape Architects ' �$^
<br /> "� ��` � � � � � PLANTING, OR OTHER APPROVED EROSION CONTROL 16. THE TEMPORARY EROSION AND SEDIMENT CONTROL CommuniryPlanners
<br /> o� y i nnF�a,�.�� �,� ���..� a�� �,,,.���„�.�
<br /> o� Q� / ��RYAN SASS HEATHER GRIFFIN PAUL WILHELM ESH ���
<br /> 03/17/2017 TREATMENT APPLICABLE TO THE TIME OF YEAR IN MEASURES SHALL CONFORM TO THE CONSTRUCTION Naturat Resource Ecologists
<br /> � srnnonnoonnewrWrvo. :�. "�� �' PROJECT N0.
<br /> a� QUESTION. GRASS SEEDING ALONE WILL BE STORMWATER POLLUTION PREVENTION PLAN AND THE Land Surveyors ;
<br /> �k � TEMPORARY SILT FENCE 21j,�, ACCEPTABLE ONLY DURING THE MONTHS OF MAY CONSTRUCTION STORMWATER NPDES AND STATE �veighbors 18.03-01
<br /> �so T H R O U G H S E P T E M B E R I N C L U S I V E. S E E D I N G MAY WASTE DISCHARGE GENERAL PERMIT. UPDATES
<br /> DATE
<br /> �Ha
<br /> PROCEED OUTSIDE THE SPECIFIED TIME PERIOD MEASURES AS NECESSARY TO CONFORM TO SITE ■ � 6/8/2020
<br /> WHENEVER tT IS IN THE INTEREST OF THE CONDITIONS. PROJECT NETWORK PA1H
<br /> o T E M P O RARY S I LT F E N C E CONTRACTOR BUT SHALL BE AUGMENTED WITH
<br /> 2 NOT TO SCALE MULCHING, NETTING, OR OTHER TREATMENT. 17. ALL TEMPORARY EROSION AND SEDIMENTATION
<br /> O � CONTROL MEASURES SHALL BE COMPLETELY REMOVED T A C O M A • S E A T T L E
<br /> 6. NO TEMPORARY OR PERMANENT STOCKPILING OF PRIOR TO PROJECT COMPLETION.
<br /> Q V �' MATERIALS OR EQUIPMENT SHALL OCCUR WITHIN S P O K A N E • T R I - C I T ( E S SHEET NUMBER
<br /> � �� CRITICAL AREAS OR ASSOCIATED BUFFERS, OR THE 18. REFER TO THE CONSTRUCTION STORMWATER 2215 North 30th Street, Suite 300 Tacama, WA 98403
<br /> CRITICAL ROOT ZONE FOR VEGETATION PROPOSED POLLUTION PREVENTION PLAN AND NPDES PERMIT FOR 253,383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> Know what�S beIOW. FOR RETENTION. ADDITIONAL REQUIREMENTS. ■
<br /> C111 before you dig. AS-BU I LT PERMIT SET
<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: June 8, 2020 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-DEMO.dwg
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