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I CIT OF E ERETT TESC NOTES DEMOLITION NOTES
<br /> NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC) 1. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO shoesmith
<br /> 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, UTILITIES
<br /> 5" MAX?.._ OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES,
<br /> END OF THE PROJECT. 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 C 0 X ,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 �� OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS. OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND arch i t e c t s
<br /> APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS INCLUDE ALL SUCH COSTS IN THE BASE BID.
<br /> BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS
<br /> SEDIMENT DEVICE CLEARING AND GRADING ACTIVITY, OR UPON ESTABLISHED. 1928 43rd Ave E., Ste A
<br /> AND DEBRIS 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO
<br /> PLACEMENT OF A NEW CATCH BASIN.
<br /> ,.�;;-�.,;Y : 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE Seattle , 98112
<br /> :: FILTERED WATER 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO WORK OF THIS PROJECT. ( 2 0 6 ) 4 5 3 4 0 5 3
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<br /> s'"' WHEN IT BECOMES ONE THIRD FULL OR IN CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO
<br /> ``" ` \ ACCORDANCE WITH THE MANUFACTURES'
<br /> 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 /> '\_ N V 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. WITH NEW CONSTRUCTION.
<br /> SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE
<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 WILL 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 APPLICANT/CONTRACTOR TO ENSURE THEIR 7. ANY ABANDONED SIDE SEWER(S) SHALL BE PLUGGED OR CAPPED AS
<br /> TYPICAL CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. SHOWN.
<br /> DRAINAGE GRATE �' 7. MAINTA NEDCALMINIMITIES OUM N INACTIVE
<br /> ONCE A MONTH OR WITHSN THE 48 PECTED AND 8. UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL bethany
<br /> . HOURS FOLLOWING A MAJOR STORM EVENT.
<br /> AS-BUILT LOCATION.
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<br /> t ��� !�� ��� .i 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE 9. REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR TREE PROTECTION
<br /> o �1f \r.+�I ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL REQUIREMENTS. additions
<br /> Z ��� �� CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED
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<br /> PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH 10.ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES
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<br /> SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. SHALL BE REPLACED PER WAC 332-120 AT NO ADDITIONAL COST TO THE
<br /> OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT 2235 Lake Heights Drive
<br /> ` WSDOT STD PLAN 140.20 00 ACCEPTABLE SUBSTITUTE IF 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT
<br /> BELOW INLET GRATE MAINTENANCE MEETS NOTES 1 5 OF NATURAL RESOURCES AS NECESSARY.
<br /> DEVICE OVERFLOW BYPASS THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE Everett WA 98208
<br /> Ili TYPICAL DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE 11.CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS
<br /> L7, `. ! CITY OF EVERETT REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN IS PROVIDED TO SITE AND EXISTING STRUCTURES TO REMAIN.
<br /> o �, r FOR THE DURATION OF THE PROJECT.
<br /> CONTRACTOR SHALL ALSO PROVIDE ADEQUATE FIRE PROTECTION FOR
<br /> z N ti i RETT PUBLIC WORKS DEPARTMENT
<br /> W dryEnginee Se ion Manager AD Manager Drawn By °aRentgevData 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING THE NEW BUILDING.
<br /> O RYAN SASS HEATHER GRIFFIN PAUL WILHELM ESH
<br /> V 12/30/2016 TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE.
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<br /> 12.COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN
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<br /> s'' STORM DRAIN 210 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT PAVEMENT AS A WORKING SURFACE AS LONG AS FEASIBLE. COORDINATE
<br /> PROTECTION FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED STUDENT ACCESS ALONG SOUTH SIDE OF PROJECT LIMITS WITH COLLEGE
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<br /> BMPS FAIL. - PROVIDE A SAFE PEDESTRIAN ACCESS MEETING ADA REQUIREMENTS.
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<br /> 12.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED 13.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING
<br /> Ci STORM DRAIN INLET PROTECTION AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM THE SITE WITH WATER UNTIL SURFACE IS WET.
<br /> OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS
<br /> NOT TO SCALE FROM MAY 1 THROUGH SEPTEMBER 30. 14.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. Bethany
<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. DATE REVISION
<br /> I I PRESERVATION AS PRESCRIBED ON THESE PLANS DOH CRS
<br /> NOTES SHALL BE CLEARLY FLAGGED IN THE FIELD AND 8. TOPSOIL SHALL NOT BE PLACED WHILE SUBGRADE IS IN 1 01-28-2019 RESPONSE o 1
<br /> OBSERVED DURING CONSTRUCTION. A FROZEN OR MUDDY CONDITION, WHEN THE CITY OF EVERETT
<br /> ASSURES FABRIC IS FIRMLY SPECIFICATTIONSIONS 8-01.3(9)A
<br /> ATTACH IN A MANNER THAT POST SEE STANDARD 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT SUBGRADE IS EXCESSIVELY WET, OR WHEN 3 03.29-2019 RESPONSE 01 (BLDG)
<br /> HELD BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM 2. ALL TEMPORARY SEDIMENTATION AND EROSION CONDITIONS EXIST THAT MAY OTHERWISE BE CITY OF EVERETT
<br /> SUPPORT IN A WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. CONTROL MEASURES, AND PROTECTIVE MEASURES DETRIMENTAL TO PROPER GRADING OR PROPOSED 4 04.29-2019 RESPONSE 0 1 (PW)
<br /> REDUCES THE POTENTIAL 2. PERFORM MAINTENANCE IN ACCORDANCE WITH FOR CRITICAL AREAS AND SIGNIFICANT TREES SHALL SODDING OR SEEDING. CITY OF EVERETT
<br /> FOR FABRIC TEARING FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A BE INSTALLED PRIOR TO INITIATING ANY 5 05.31-2019 RESPONSE 02(PW)
<br /> POST EVERY 6" IN O.C. AND 8-01.3(15). CONSTRUCTION ACTIVITIES. 9. ON-SITE EROSION CONTROL MEASURES SHALL BE THE
<br /> WO. POST OF THE CONTRACTOR. ANY PROBLEMS
<br /> BACKUP SUPPORT- i 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS 3. ALL 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 z LOW OR SUMP AREAS,THE FENCE MAY NEED TO OPERATION PRIOR TO ANY LAND CLEARING AND/OR
<br /> BACKFILLED& SELF-LOCKING TIE-NYLONE BE REINSTALLED 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 '� 120#MIN TENSILE STRENGTH, 4. INSTALL SILT FENCING PARALLEL TO MAPPED EXISTING DRAINAGE SYSTEM. THE CONTRACTOR SHALL LIMITS THAT WILL AGGRAVATE THE SITUATION MUST
<br /> ,$.44 UV STABILIZED CONTOUR LINES. SCHEDULE AN INSPECTION OF THE EROSION CONTROL CEASE AND THE CONTRACTOR SHALL IMMEDIATELY
<br /> '`LOW xx. 5. DURING EXCAVATION, MINIMIZE DISTURBING FACILITIES PRIOR TO ANY LAND CLEARING AND/OR COMMENCE RESTORATION OR MITIGATION MEASURES. PROJECT MANAGER
<br /> I THE GROUND AROUND TRENCH AS MUCH AS IS OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH LDQ
<br /> ��'r�'0�,���\�,��,�`: X"` FEASIBLE,AND SMOOTH SURFACE FOLLOWING CONTROL FACILITIES SHALL BE MAINTAINED IN A TIME AS THE PROBLEM IS RECTIFIED.
<br /> ` ` PROJECT ENGINEER
<br /> . \���* ��' O J't - EXCAVATION TO AVOID CONCENTRATING FLOWS. SATISFACTORY CONDITION UNTIL SUCH TIME THAT
<br /> �n \�), �_ COMPACTION MUST BE ADEQUATE TO PREVENT
<br /> J,4 , �� CLEARING AND/OR CONSTRUCTION IS COMPLETED AND 11. ALL EROSION AND SEDIMENTATION CONTROL TOM
<br /> BURY GEOTEXTILE "O�`ii• UNDERCUTTING FLOWS. THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. MEASURES SHOWN ON THESE DRAWINGS SHALL BE PROJECT TEAM MEMBERS
<br /> IN TRENCH THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, INSTALLED PRIOR TO, OR AS THE FIRST STAGE OF SITE R[S
<br /> �� s�� BACKUP SUPPORT AND ADDITIONS TO THE EROSION AND SEDIMENTATION PREPARATION. CHECK
<br /> o z GEOTEXTILE FOR SILT FENCE �i��101 '1'p STEEL POST / (TYPICAL) CONTROL MEASURES SHALL BE THE RESPONSIBILITY DCN
<br /> SEE STANDARD SPECIFICATION 111111111111
<br /> N SECTION 9 33.2(1),TABLE 6 1Q1j11141l1� Ff (TYPICAL) OF THE CONTRACTOR. 12. SHOULD THE TEMPORARY EROSION AND
<br /> I�I�������Ii'''. SEDIMENTATION CONTROL MEASURES SHOWN ON
<br /> �11����11/1 0 I I 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEM THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL
<br /> `r-s� \ II0OD�I1�si'f'/ I MEASURES DEPICTED ON THESE PLANS ARE INTENDED EROSION AND SEDIMENTATION, THE CONTRACTOR SEAL
<br /> �- /�-��9<"� 1 ��01 1M, V i�P if i TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY
<br /> / SITE CONDITIONS. AS CONSTRUCTION PROGRESSES TO PROTECT ADJACENT SITES, SENSITIVE AREAS,
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<br /> TYPICAL INSTALLATION DETAIL ` iji / ����oP� FABRIC // AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, NATURAL WATER COURSES, AND/OR STORM DRAINAGE ���ZSTOp���
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<br /> ,4 :, 0,0010 /i QUO (GEOTEXTILE) ADDITIONAL MEASURES MAY BE NECESSARY TO SYSTEMS. ��,��' `t'��o , �
<br /> � 11t/
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<br /> -00110 ' i 1111� III DURING THE COURSE OF CONSTRUCTION, IT SHALL BE 13. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON " o.
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<br /> INSTALL BACKUP SUPPORT FOR 0�0111�01010° I �=�r-
<br /> 1 1 II 10 1 THE OBLIGATION AND RESPONSIBILITY OF THE SITE TO PREVENT DEBRIS, DUST, AND MUD FROM `"
<br /> THE GEOTEXTILE SEE STANDARD 1 1; 10 I 1
<br /> SPECIFICATION SECTION 8.01.3(9)A ,ONO 1j1d�01�11ff �� CONTRACTOR TO ADDRESS ANY NEW CONDITIONS ACCUMULATING ON ADJACENT ROADWAYS. Al ,
<br /> 0101 III Ii Q1010 THAT MAY BE CREATED BY CONSTRUCTION RELATED "0�0 ,p�39383�� v
<br /> 0111111000•0101 / /I)�¢ .� crsT '
<br /> 1000.0000100000.111•01001 G\w /1 I II I ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, 14. THE CONTRACTOR SHALL BE REQUIRED TO CALL �`s40rsT �ti
<br /> 1111t11 1010 ilk SQP �P OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS 1 800-424 5555 OR "811"A MINIMUM OF TWO WORKING
<br /> 0 0 IQ 1 010 i -I, P� SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER
<br /> 101400111 i II OP c�p TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE MAY BE NEEDED TO PROTECT ADJACENT SITES, DAYS PRIOR TO COMMENCING ANY EXCAVATION 5/31/2019
<br /> /III/10111.111000 1I1�10100� U 6 ,c SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR ACTIVITIES TO DETERMINE FIELD LOCATIONS OF ALL
<br /> p1I1001111001110000 P'S'/1110 Q 'p FENCE AT THE OVERLAP.
<br /> �1 11/ SPLICE DETAIL STORM DRAINAGE SYSTEMS. UNDERGROUND UTILITIES.
<br /> ° 1R11111 u11j1n1 / NHI111 III / TITLE
<br /> 11N1111011N11�0 i0 N--�u 5. ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF 15. RUNOFF SHALL NOT BE ALLOWED TO DRAIN INTO THE DEMOLITION AND
<br /> o ,1M 1100,..,00. _ -- II� TYPICAL SILT FENCE WSDOT STD PLAN 130.10 02 ACCEPTABLE SUBSTITUTE
<br /> 2 illi'''N. II EXCEPT STEEL POST REQUIRED VEGETATION AND WHERE NO FURTHER WORK IS STORM DRAINAGE SYSTEM DURING CONSTRUCTION. TESC NOTES AND
<br /> 41 I -- i WITH BACKUP SUPPORT ANTICIPATED FOR A PERIOD OF 10 DAYS OR MORE PROVIDE TEMPORARY PROTECTION FOR YARD DRAINS
<br /> W Civil Engineers
<br /> EP DURING THE DRY SEASON (MAY 1-SEPT 30) OR 5 DAYS AS REQUIRED TO PREVENT RUNOFF FROM ENTERING DETAILS
<br /> lig - �G,, ,'0 ISOMETRIC -- CITY OF EVERETT OR MORE IN THE WET SEASON (OCT 1-APIL 30), SHALL THE STORM DRAINAGE SYSTEM. Structural Engineers
<br /> z 2 s� II i �0- ` RETY PUBLIC WORKS DEPARTMENT BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS Landscape Architects ■
<br /> O3s Cc \ Q IN& Alp
<br /> o 2p \ // L"�ERVANSASS HEATHanage, FFIN CAPAUL WILHELM Drawn ESH c.rent Rey°"' PLANTING, OR OTHER APPROVED EROSION CONTROL 16. THE TEMPORARY EROSION AND SEDIMENT CONTROL Community Planners
<br /> 03/17/2017 TREATMENT APPLICABLE TO THE TIME OF YEAR IN MEASURES SHALL CONFORM TO THE CONSTRUCTION Natural Resource Ecologists
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<br /> STANDARD DRAWING N QUESTION. GRASS SEEDING ALONE WILL BE STORMWATER POLLUTION PREVENTION PLAN AND THE Land Surveyorsair 1416
<br /> PROJECT NO.
<br /> �/ TEMPORARY SILT FENCE 214 ACCEPTABLE ONLY DURING THE MONTHS OF MAY CONSTRUCTION STORMWATER NPDES AND STATE Neighbors
<br /> 9 WASTE DISCHARGE GENERAL PERMIT. UPDATES DATE
<br /> 18.03-01
<br /> a THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY
<br /> I I::'
<br /> I PROCEED OUTSIDE THE SPECIFIED TIME PERIOD MEASURES AS NECESSARY TO CONFORM TO SITE 12/21/2018
<br /> WHENEVER IT IS IN THE INTEREST OF THE CONDITIONS. A H B L PROJECT NETWORK PATH
<br /> T E M P O RA R SILT FENCE CONTRACTOR BUT SHALL BE AUGMENTED WITH
<br /> 2 NOT TO SCALE MULCHING, NETTING, OR OTHER TREATMENT. 17. ALL TEMPORARY EROSION AND SEDIMENTATION
<br /> OCONTROL MEASURES SHALL BE COMPLETELY REMOVED T A C O M A • S E A T T L E
<br /> ll III ® 6. NO TEMPORARY OR PERMANENT STOCKPILING OF PRIOR TO PROJECT COMPLETION. S P O K A N E • T R I - C I T I E S
<br /> '� Q p MATERIALS OR EQUIPMENT SHALL OCCUR WITHIN SHEET NUMBER
<br /> S CRITICAL AREAS OR ASSOCIATED BUFFERS, OR THE 18. REFER TO THE CONSTRUCTION STORMWATER 2215 North 30th Street, Suite 300 Tacoma, 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 below. FOR RETENTION. ADDITIONAL REQUIREMENTS. C I /11 0
<br /> Ca before�� dig. NOT FOR CONSTRUCTION PERMIT SET
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<br /> COPYRIGHT© 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018Q180406\10_CIV\CAD\2180406-SH-DEMO.dwg
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