2235 LAKE HEIGHTS DR 2018 Plans 2022-11-22

..�__ . , � . . . . . .. -�- -- --'� - -� CITY OF EVERETT TESC NOTES DEMOLITION NOTES � NOTES � 1. APPROVA�OF THIS EROSION/SEDIMENTATION CONTROL(ESC) 1. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO m i t h . TCH 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 S hoes 5" MAX 1 END OF THE PROIECT. ; OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR DRAINAGE GRATE RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). UNDERGROUND COMPONENTS AS INDICATED BY THIS DRAWING AND AS -TRIM 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S DRAINAGE DEVICES PER THE MANUFACTURES'S 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO RECOMMENDATIONS. CATCH BASIN INLET INSERTS CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND ' � 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 r c h i t e c t s � APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS INCLUDE ALL SUCH COSTS IN THE BASE BID. � BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO COMPLETED AND APPROVED AND VEGETATIONlLANDSCAPING IS SEDIMENT �' DEVICE CLEARING AND GRADING ACTIVITY, OR UPON ESTABLISHED. 1928 43rd Ave E., Ste A AND DEBRIS PLACEMENT OF A NEW CATCH BASIN. 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO 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 --FILTEREDWATER ( 206 ) 453 - 4053 I 4. SED�MENT SHALL BE REMOVED FROM THE UNIT SHALL BE CLEARIY FLAGGED IN THE FIELD PRIOR TO WORK OF THIS PROJECT. s h o e s m i t h c o x . c o m �, WHEN IT BECOMES ONE THIRD FULL OR IN CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO ' ----------- , ACCORDANCE WITH THE MANUFACTURES � -- � � DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE 3. CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, • ��: � INSTRUCTIONS. PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE DEMOUSHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. I APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. SEDIMENT REMOVAI SHALL BE ACCOMPLISHED BY 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ENSURING THAT ALL , REMOVING THE INLET INSERTS, EMPTYING,AND 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE _____ RE-INSTALLING IT INTO THE CATCH BASIN. DO NOT UTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING ``___ ' CONSTRUCTED W CONJUNCTION WITH ALL CLEARING AND --- , WASH SEDIMENT INTO STORM DRAINS WHILE GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT DEMOLITION. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITIO CLEANING. SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE W�TH NEW CONSTRUCTION. '� 6. SIZE THE BELOW WLET GRATE DEVICE (BIGD) FOR THE DRA►NAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER 5. COORDINATE POWER DEMOLITION WITH UTIUTY PURVEYOR AND '' STORM WATER STRUCTURE IT WILL SERVICE. QUALITY STANDARDS. ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES 'I 7. THE BIGD SHALI HAVE A BUILT-IN HIGH-FLOW RELIEF 5. THE ESC FACILITIES SHOWN ON TH15 PLAN ARE THE MINIMUM WILL NOT COMPROMISE POWER TO OTHER AREAS. �� SYSTEM {OVERFLOW BYPA5S). REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE SECTION VIEW CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE 6. GAS DISCONNECTION BY UTILITY PURVEYOR CONTRACTOR TO 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 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 MATERIA�. LEAVE THE SITE. NOT IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN SERVICE AL.LOWED. 9. PERFORM MAINTENANCE IN ACCORDANCE WITH 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND RETRIEVAL SYSTEM STANDARD SPECiFICATION 8-01.3(15). MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR �. ANY ABANDONED SIDE SEWER(S) SHALL BE PLUGGED OR CAPPED AS TYPICAL CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. SHOWN. DRAINAGE GRATE- � 7 MA NTA NEDCA MINIMUM OF ONCE A'MO TH OR WITHSN THE 48 AND $ UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL o Qi HOURS FOLLOWING A MAJOR STORM EVENT. AS-BUILT LOCATION. o � skilled nursing � 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE 9. REFER TO LANDSCAPE ARCHITECTURE DRAWINGS FOR TREE PROTECTION . . o '� ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL REQUIREMENTS. a d d I � I O I7 S 3 Z CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED Z PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH 10.ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES � SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. SHALL BE REPLACED PER WAC 332-120 AT NO ADDITIONAL COST TO THE ° OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT 2235 Lake Heights Drive w o WSDOT STD PLAN I-40.20-00 ACCEPTABI.E SUBSTITUTE IF o BELOW INIET GRATE MAINTENANCE MEETS NOTES 1-5 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTAL�ED AT OF NATURAL RESOURCES AS NECESSARY. � DEVICE OVERFLOW BYPASS THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE E v e rett� WA 9�2 O� N TYPICAL - DURATION OF THE PROJECT.ADDITIONAL MEASURES MAY BE 11.CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS � CITY OF EVERETT REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN IS PROVIDED TO SITE AND EXISTING STRUCTURES TO REMAIN. Z ' FOR THE DURATION OF THE PROJECT. CONTRACTOR SHALL ALSO PROVIDE ADEQUATE FIRE PROTECTION FOR �Q �_ Z N � ��E�T PUBLIC WORKS DEPARTMENT �o i THE NEW SUILDING. o� i a n'fvsass He`nTHEag�aiFFw `�Pnu wi�He�M °"w°ESH `Jfe"`a°"°"e 10.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING o� r,��E 12/30/2016 TO REMOVE DEBRI S A N D S E D 1 M E N T T R A C K E D O F F T H E S I T E. 12.COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN w� ISOMETRIC VIEW STORM DRAIN INLET 210 PAVEMENT AS A WORKING SURFACE AS LONG AS FEASIBLE. COORDINATE 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT v Q o � PROTECTION FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED STUDENT ACCESS ALONG SOUTH SIDE OF PROJECT LIMITS WITH COLLEGE ��o _ BMPS FAIL. - PROVIDE A SAFE PEDESTRIAN ACCESS MEETING ADA REQUIREMENTS. -- - _ -� - -------- --- --_ KEYMAP 12.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED 13.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING STO RM D RAI N I N L ET P ROT E CTI O N AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM THE SITE WITH WATER UNTIL SURFACE IS WET. 1 NOT TO SCALE OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 14.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT. B e t h a n y TESC NOTES of tne Nor-tnwest 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION 7. WATER SITE AS NECESSARY TO CONTROL DUST. No. on� REv�sioN � - � PRESERVATION AS PRESCRIBED ON THESE PLANS DOH CRS `_ 1 01-28-2019 RESPONSE#1 NOTES SHALL BE CLEARLY FLAGGED IN THE FIELD AND 8. TOPSOIL SHALL NOT BE PLACED WHILE SUBGRADE IS IN -- OBSERVED DURING CONSTRUCTION. A FROZEN OR MUDDY CONDITION, WHEN THE CITY OF EVERETT ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD 1. INSTALL THE fND5 OF THE SILT FENCE TO POINT , SUBGRADE IS EXCESSIVELY WET, OR WHEN 3___ ___03.29-2019 _ RESPONSE#� (BLDG) . ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A HELD BY THE BACKUP SLIGHTIY UPSIOPE TO PREVENT SEDIMEtVT FROM 2. ALL TEMPORARY SEDIMENTATION AND EROSION CONDITIONS EXIST THAT MAY OTHERWISE BE CITY OF EVERETf SUPPORT IN A WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. CONTROL MEASURES, AND PROTECTIVE MEASURES DETRIMENTAL TO PROPER GRADING OR PROPOSED 4 _04.29-201 Q__RESPONSE#1 (PW) REDUCES THE POTENTIAL FOR CRITICAL AREAS AND SIGNIFICANT TREES SHALL SODDING OR SEEDING. FOR FABRIC TEARING 2. PERFORM MAINTENANCE IN ACCORDANCE WITH CITY OF EVERETT -FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-Q1.3(9)A BE INSTALLED PRIOR TO INITIATING ANY 5_ _Orj.31-2019 RESPONSE#2(PW) POST EVERY 6" IN O.C. AND 8-01.3(15). CONSTRUCTION ACTIVITIES. 9. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS BACKUP SUPPORT 3. SPLICES SHA�I NEVER BE PLACED IN LOW SPOTS 3. ALL REQUIRED SEDIMENTATION AND EROSION OCCURRING BEFORE FINAL STABILIZATION OF THE SITE - -- _-� OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN CONTROL FACILITIES MUST BE CONSTRUCTED AND IN SHALL BE CORRECTED BY THE CONTRACTOR. �' � �� : ,,, o z LOW OR SUMP AREAS,THE FENCE MAY NEED TO OPERATION PRIOR TO ANY LAND CLEARING AND/OR - -�---- BACKFILLED & � ^' � -SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. OTHER CONSTRUCTION ACTIVITIES TO ENSURE THAT 10. IF EROSION OR SEDIMENTATION OCCURS ON ADJACENT COMPACTED � 6/6(MIN GRADE) SEDIMENT LADEN WATER DOES NOT ENTER ANY SITES, ALL CONSTRUCTION WORK WITHIN THE PROJECT NATIVE SOIL GEOTEXTI�E � 120#MIN TENSILE STRENGTH, 4. INSTALL SILT FENCING PARALLEL TO MAPPED EXISTING DRAINAGE SYSTEM. THE CONTRACTOR SHALL LIMITS THAT WILL AGGRAVATE THE SITUATION MUST � i l UV STABILIZED CONTOUR LINES. SCHEDULE AN INSPECTION OF THE EROSION CONTROL CEASE AND THE CONTRACTOR SHALL IMMEDIATELY _ _ FLOw f i / 5. DURING EXCAVATION, MINIMIZE DISTURBING FACILITIES PRIOR TO ANY LAND CLEARING AND/OR COMMENCE RESTORATION OR MITIGATION MEASURES. PRo�ECT MnN,ac�R _��'�� THE GROUND AROUND TRENCH AS MUCH AS IS OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH LD� _ ___ _ �i FEASIBLE,AND SMOOTH 5URFACE FOLIOWING CONTROL FACILITIES SHALL BE MAINTAINED IN A TIME AS THE PROBLEM IS RECTIFIED. PRo�ECT er,c�NEER i ,, = EXCAVATION TO AVOID CONCENTRATING F�OWS. SATISFACTORY CONDITION UNTIL SUCH TIME THAT T�M �.� �� COMPACTION MUST BE ADEQUATE TO PREUENT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND 11. ALL EROSION AND SEDIMENTATION CONTROL BURY GEOTEXTILE � � UNDERCUTTING FLOWS. THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. MEASURES SHOWN ON THESE DRAWINGS SHALL BE PROJECT TEAM MEMBERS , IN TRENCH � � ° �a � THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, INSTALLED PRIOR TO, OR AS THE FIRST STAGE OF SITE R�S_ _ � .!`�, ,/�BACKUP SUPPORT AND ADDITIONS TO THE EROSION AND SEDIMENTATION PREPARATION. cHECK SEE STANDARD SPECIFICATION ; � /� (nP�CAL) ' � \, 't'p STEEL PO5T CONTROL MEASURES SHALL BE THE RESPONSIBILITY DCN GEOTEXTILE FOR SILT FENCE F,` � �� 12. SHOULD THE TEMPORARY EROSION AND z t __ _ _ ____ � � \ � � � (nPICAL� OF THE CONTRACTOR. � SECTION 9 33.2(1),TABLE 6 ' SEDIMENTATION CONTROL MEASURES SHOWN ON i � � ' I �i � � 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEM THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL SEAL -f'�5-�. �,� , ;j/ I � MEASURES DEPICTED ON THESE PLANS ARE INTENDED EROSION AND SEDIMENTATION, THE CONTRACTOR - �T�,o��'.��o ;�'% �1 i � � � TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY 9�i� \� ;., !�! � �O p,��P � / SITE CONDITIONS. AS CONSTRUCTION PROGRESSES TO PROTECT ADJACENT SITES, SENSITIVE AREAS, �,�ST Op� T Y P I C A L I N S T A L L A T I O N D E T A I L \. � -"' /'� �Q�o,��L'�� F A B R I C �� A N D U N E X P E C T E D O R S E A S O N A L C O N D I T I O N S D I C T A T E, N A T U R A L W A T E R C O U R S E S, A N D/O R S T O R M D R A I N A G E o F w A s k �' � � � (GEOTEXTILE) ADDITIONAL MEASURES MAY BE NECESSARY TO SYSTEMS. ��`�� rN�To�� (T Y P I C A L) , `� �, E N S U R E C O M P L E T E S I L T A T I O N C O N T R O L O N T H E S I T E. ; � -� � � � D U R I N G T H E C O U R S E OF CONSTRUCTION, IT SHALL BE 13. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON ` � INSTALL BACKUP SUPPORT FOR �.^,,y' i �I F THE OBLIGATION AND RESPONSIBILITY OF THE SITE TO PREVENT DEBRIS, DUST, AND MUD FROM THE GEOTEXTILE SEE STANDARD �; � _�` , �� 1 SPECIFICATION SECTION 8.01.3(9)A { � ,(11� CONTRACTOR TO ADDRESS ANY NEW CONDITIONS ACCUMULATING ON ADJACENT ROADWAYS. j� 3 �'��" � ' I II THAT MAY BE CREATED BY CONSTRUCTION RELATED ��°�c>S'�Ecrs��'�� t�` / � � ` i-��-�!}-��i-;'" � � / v �` ( �!� ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, 14. THE CONTRACTOR SHALL BE REQUIRED TO CALL �`SjONAL �� � � �! XI� ��,i�"'� ��'I� QPL��P OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS 1-800-424-5555 OR "811"A MINIMUM OF TWO WORKING -�.5 pEl SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER MAY BE NEEDED TO PROTECT ADJACENT SITES, DAYS PRIOR TO COMMENCING ANY EXCAVATION 3 ,:} � , �i II �P,��p TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE 5/31/2019 Z � 6� p'��G FENCE AT THE OVERLAP. SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR ACTIVITIES TO DETERMINE FIELD LOCATIONS OF ALL o W � ` '� � Q� STORM DRAINAGE SYSTEMS. UNDERGROUND UTILITIES. T,nE � `�rr � � ' `'� � `�l� ` �a ' % � SPLICE DETAIL � t .,. , � �' �� 4 � � � �"` y �� ' 5. ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF 15. RUNOFF SHA�L NOT BE ALLOWED TO DRAIN INTO THE ___DEMOLITION_AN D - WSDOT STD PLAN I-3Q.10-02 ACCEPTABLE SUBSTITUTE o � � ,�� � ~! ;/��--�� TYPICAL SILT FENCE EXCEPT STEEL POST REQUIRED VEGETATI O N A N D W H E R E N O F U R T H E R W O R K I S S T O R M D R A I N A G E S Y S T E M D U R I N G C O N S T R U C T I O N. T E S C N O T E S A N D � - ` � �' � WITH BACKUP SUPPORT ANTICIPATED FOR A PERIOD OF 10 DAYS OR MORE PROVIDE TEMPORARY PROTECTION FOR YARD DRAINS _ � � � ' ��P W T= DURING THE DRY SEASON (MAY 1-SEPT 30) OR 5 DAYS AS REQUIRED TO PREVENT RUNOFF FROM ENTERING Civi1 Engineers „� � ---- -- -- -- - o � �� L�C��P ISOMETRIC � CITY OF EVERETT OR MORE IN THE WET SEASON (OCT 1-APIL 30), SHALL THE STORM DRAINAGE SYSTEM. Structural Engineers � .r. DETAILS - - Z a �r� �� " Q�O�� , ��TT PUBLIC WORKS DEPARTMENT BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS Landscape Architects �' e � ---- -------- - �� Communit Planners „�� x"� � -__- Se ,a ,a age ppMa age oaw ey e Re pa PLANTING, OR OTHER APPROVED EROSION CONTROL 16. THE TEMPORARY EROSION AND SEDIMENT CONTROL Y o� 20 , RYaNSAss iHEnTHER�R�FF�r, PAULWIIHELM ESH 03%17�2017 TREATMENT APPLICABLE TO THE TIME OF YEAR IN MEASURES SHALL CONFORM TO THE CONSTRUCTION Natural Resource Ecologists o PROJECT N0. °� � 5T""°"R°°R"`"'"G"° QUESTION. GRASS SEEDING ALONE WILL BE STORMWATER POL�UTION PREVENTION PLAN AND THE Land Surveyors �°"�`� ' � � Q� TEM PORARY SILT FENCE 1 214 ACCEPTABLE ONLY DURING THE MONTHS OF MAY CONSTRUCTION STORMWATER NPDES AND STATE Neighbors 1 H.O3-01 =;o THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY WASTE DISCHARGE GENERAL PERMIT. UPDATES °A� ��d _ _ _ T - - - ' PROCEED OUTSIDE THE SPECIFIED TIME PERIOD MEASURES AS NECESSARY TO CONFORM TO SITE � 12/21/2018 ' WHENEVER IT IS IN THE INTEREST OF THE CONDITIONS. ------ -------_----- -_-- - PROJECT NETWORK PATH , - o T E M P C)RARY S I LT F E N C E CONTRACTOR BUT SHALL BE AUGMENTED WITH 2 NOT TO SCALE MULCHING, NETTING, OR OTHER TREATMENT. 17. ALL TEMPORARY EROSION AND SEDIMENTATION -- - -- - - - O CONTROL MEASURES SHALL BE COMPLETELY REMOVED T A C O M A : S E A T T L E - - - � 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 SHEET NUMBER „� Q� a MATERIALS OR EQUIPMENT SHALL OCCUR WITHIN �v � CRITICAL AREAS OR ASSOCIATED BUFFERS, OR THE 18. REFER TO THE CONSTRUCTION STORMWATER 2215 North 30th Street, Suite 300 Tacoma, WA 98403 � CRITICAL ROOT ZONE FOR VEGETATION PROPOSED POLLUTION PREVENTION PLAN AND NPDES PERMIT FOR 253.3$3.2422 TEL 253.383.2572 FAX www.a .com WEB Know what�S beIOW. FOR RETENTION. ADDITIONAL REQUIREMENTS. � Call before you dig. ��Y �,� �v�a�4� NOT FOR CONSTRUCTION PERMIT SET ��a�r-r, r p� -, ;�r, COPYRIGHT O 2018 shoesmith cox architects DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-DEMO.dwg