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TESC LEGEND�
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<br /> .-_ Co f"�o� �E F L F/�CiILI� E� ANSION �
<br /> CATCH BASIN PROTECTION �
<br /> 1020019TH AVE N U E SE 9 ������� �� ����� PERIMETER PR T TI 'J �
<br /> 0 EC ON � �
<br /> 2° '° ° 2° 4° C TC lJ L F C I L I # 11 ��Ns-r�uc�noN sE�uENCE: � w �
<br /> LIMITS OF DISTURBANGE > �
<br /> t. SCHEDULE AND ATTEND PRE-CONSTRUCTION CONFERENCE WITH THE � � O �
<br /> 1„ 20' OE�O�ION/S�DIMEI�11 AUTHORITY HAVING JURISDICTION, IF REQUIREO. JOB SITE CONSULTATION WiTH o W N
<br /> PUBLIC WORKS fNSPECTOR - TO BE HELD ON-STE. CONTRACTQR TO PAVEMENT TO BE REMOVED U = � �
<br /> s�-' Y' ,-'. �.; , .=.;%; SC EDULE W�TH INSPEC 0 , JIM KNAPPERT 25-339-740
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<br /> � � -� " �------�--`----,-----.----,--__ _ � � � ��,-%%��� 1. CONTRACTOR TO INSTA�LL� ND `♦G RRI R 2• FIAG OR FENCE CLEARING LIMITS/LIMITS OF DISTURBANCE AS INDICATED ON TEMPORARY CONSTRUCTION FENCE � � �
<br /> '�=_�a=_�a�=G-=�� ��. : _• � . . �. � ... . . ; . � . � : . . . . -- - ---------- � __ .. SA BA 8A E S� � �
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<br /> M---�----/^----1�-_-P1= :-M- -1�\-.:=M�• '�%'�- �hi-.'-M=�. -f. '�i� '�'�'� � � EXISTiNG
<br /> � � STRAW BALE BARRIERS, S�LT FENCE OR OTHER P � W
<br /> ------------ --------------=___==_=_=____-------
<br /> � .....�-'='M- � I � � Q � �..'
<br /> ------------------------- --`--- _-_-�-------------�___________________________ APPROVED PERIMETER PROTECTION AT ALL
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<br /> ------------------ � � � _-______�'�---' � SSMH TO 3. INSTALL CATCH BASIN PROTECTION AS INDICATED ON THE APPROVED PLANS. � J �
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<br /> ----------_---_---- -_-_-_-- ___,- - - - - - - - - - - - o � � w
<br /> -� --------- , REMAIN PERIMETER LOCATIONS OF PROJECT SITE AS CURB TO BE REMOVED ►- w
<br /> � REQUIRED TO PREVENT SILT-LADEN RUNOFF � �
<br /> L GHT�GO 102'vD S�E� �E �I £ � FROM LEAVING SITE, AND AS DIRECTED BY 4. INSTALL SILT FENCE/PERIMETER PROTECTION AS INDICATED ON THE W � W � �J.�
<br /> I � II INSPECTOR OF AUTHORITY HAVING JURISDtCT10N. �'PROVED PLANS. ---------------------------- CURB TO REMAIN a m � r �
<br /> REMAIN �- , �
<br /> _ o - _ --____ I 2. AT DOWIVSTREAM RECENING STORM INLET - 5. POTHOLE TO LOCATE ALL UTILITY TIE IN POINTS WHERE NECESSARY. Q oO
<br /> - � " CORITRACTOR TO INSTALL STORM DRAIN INLET t� c� a �
<br /> - 6. REMOVE EXISTING ASPHALT AND/OR CONCRETE PAVEMENT AND CURB AS -------''-''--''------ SAWCUT LINE N N � ON
<br /> PROPERTY - � - _ _ , PROTECTION AT ALL AREA INLET LOCATIONS AS -' � Z
<br /> EXISTING - ` � REQUIRED TO PREVENT SII,T-LADEN WATER INDICATED ON THE DEMOLITION PLAN. ' ' a �
<br /> LINE � � � �
<br /> LIGHT TO FROM ENTERING STORM DRAINAGE SYSTEM. AND 7, INSTALL STORM DRAINAGE IMPROVEMENTS AS INDICATED ON THE APPROVED v �' � Z �
<br /> 10 ---- -"- � AS DIRECTED BY INSPECTOR OF AUTHORITY P�S.
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<br /> .. , _ _ , . . . S S E . g ANO ASSOCIA ED M ROVEMEN S AS IND CA ED ON �+
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<br /> . . . . - -------------------- 28 74 e . NOPY� T I P T i T �L NO ' � � �
<br /> �- . . .. . . . .� -- -
<br /> . :.. .. ... �: :..�. :'�:. �; �: .. --- ----- - ----- ------------------ � ' THE APPROVED PLANS
<br /> � �. -. . �. :. �-: . ...; .. ... .. . ._. �� - ------ --------- ��7' ao ao
<br /> + INSTALL FUELING CA HAULING/SILTAT10N COtel� �
<br /> . ` . . : � . � '---------- ------------------ ---- - --------_ � II 3. CONTRACTOR TO INSTALL TEMPORARY .- .- � O
<br /> , �� �� �'S8T5$:49"���.�$$;7:�� .;.� ;�.� � �'. :�� . . . . � . - ----�----- - 1. PUBUC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED � °f
<br /> '� �' i CONSTRUCTION FENCING WITH GATE AS NEEDED ^ � o �
<br /> �t x 4��26 �L��'� � • . 473.3```� i TO SECURE AREA OF WORK. CONTRACTQR SHALL 9• fNSTALI SITE PAVING AND CONCRETE CURBING. gY WpRK. CLEANUP SHALL 8E BY SWEEPING AND/OR OTHER APPROVED °O '� �
<br /> 10 �; o ao� . ,
<br /> '� � 2 Z8 °� �o� .�� ,�� �Q� 5 �Q� 473.3 '4 `°�;,, � � COOROINATE PLACEMENT OF TEMPORARY 10. INSTALL SITE LANDSCAPING AND IRRIGATION AS INOICATED ON THE APPROVED METHOOS ON A DAILY BASIS, � W
<br /> `�'O��`rl �' �� � "'" 2.4�� � •� 11 ,, �7 9 � �,`, . N RACTOR SHALL PROVID S TH M
<br /> ` ,_.____=--- --- ° '' .z „ . .� CT ON PLANS. 2
<br /> FENCING WITH WAREHOUSE MANAGER AND N o I-
<br /> � l �y ,, 5 ,��`� , - __=___=._____________________ _ _ _ ___ _ -__ ___ ____ � o�� ,� � }� I ADJUST AS NECESSARY DURING CONSTRU I CO T E ILT BAGS OR 0 ER SILTATION CONTROL Z
<br /> � � � � 1�. EROS�ON CONTROL MEASURES TO 8E MAINTAlNED IN ACCORDANCE W1TH THE MEASURES ON EXiSTiNG CATCH BAStN(S) IN PROXIMITY OF WORK WHICH HAVE
<br /> � ��p�,�1 � ,;- �� � . � � �- � � . � '� 7"° -=- -=- --== = - -_ � �;3,�s �•1 � � APPLICABLE STANDARDS AND MANUFACTURERS R�COMMENDATIONS THROUGH POTENTIAL TO RECEIVE SURFACE RUNOFF FROM THE WORK AftEA OR ANY
<br /> \ � ''"� 3 .:...�r�=�-_�--.--__�.. � :.. ' 1 ; _.` •�✓ ���G ��� ..�� �. , ;��,__�_�� � � DEAAOLITION CALLOIJTS
<br /> ����. ,;' . _ .,, .5, . , � THE DURATION OF THE SITE DEVELOPMENT. LOCATIQNS THAT MAY BE DESIGNATED BY THE AUTHORITY HAVING
<br /> ; �, �? . :. . � ; _ - _ _ --�� ,., �3.6' �G . , t'�, � N JURISDIGTION DURING THE CQURSE OF THE WORK.
<br /> ;� � �,�� ,;%' �� � : _� _.� : , �� r - , `��, �'� 473�'� �� � 12. UPON COMPLETION OF THE PR0,1ECT, ALL OISTURBEO AREAS MUST BE �
<br /> �; �o� ���, EXISTING �: I ` � � . � � �,.,` �3'81 .433.,� ��472.80 t. EXISTING CURB TO BE REMOVED AND DISPOSED OF STABILIZED ANO BEST MANAGEMENT PRACTICES REMOVEO IF APPROVED BY 3. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTMTIES TO STABIUZE
<br /> 16 J; CURB TO � ;��o : ..o . � �� ; ' ' ��� ` ;473 �� �47 � �WCUT o OFFSITE. THE AUTHORITY HAVING JURISOICTION. ALL DISTURBED AREAS AS QU�CKLY AS POSSIBLE TO MINIMiZE EROSION.
<br /> �' ' 2 REMAIN � � O�� � ' • ' ✓� ,� =�'
<br /> � � � � � ' � ' � ���, ��' � � � � � 2. EXISTING CONTROLLER ENCLOSURE TO 8E DEMOLISHED ��p 4. ITEMS FOR DEMOLITION ARE DEPICTEO PER DESIGN DRAWINGS. CONTRACTOR �
<br /> 2 `' � � � ' •' -�� �� �.� .:�. .� �; . .� ': � � 2 _�-f�1��` ., 73�� �o AND DISPOSED OF 4FFSITE. �ROSION �Oi�l 1 I�IOL NO�S� TO VERIFY AND LOCATE ANY ITEMS FOR DEMOLITION PRIOR TO START OF W
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<br /> ' � TING 1 �rfl..$ ���.._ .� �� � i _ - � j� ;,`.'�•.� i i I � t. ALL NECESSARY EQUIPMENT AND MATERIALS SHAl.L BE AVAILABLE ON SITE TO CONSTRUCTION AND NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. -�•�
<br /> , , i . � : . . , .----__.:5�.. •, - - � � � � 3. PROTECT EXISTING PUMP ISLAN p CANOPY TO REMAI N. F A C I L I T A T E R A P(D I N S T A L L A T I O N O F E R O S I O N A N D S E D I M E N T C O N T R O L B M P S W H E N I M M E D I A T E L Y O F A N Y O I S C R E P A N C I E S. Q
<br /> ,, � . : � 10 � ::.-..I:..:...�: : ...� . ' 1 1 „ ; � II RAIN �S IMMINENT.
<br /> � 4. PROTECT EXISTING CURB TO REMAIN. 5. CONTRACTOR TO REVIEW AS-BUILT DRAWINGS IN PROJECT AREA AND REMOVE � � �
<br /> ` `- ••.' •,, _�' j ..:- . � .. ._:. .- ,I _ _ 9 _ - , �� ��G : �- . . � � 14 �
<br /> � 3 , " 2. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEV�CES TO WORKING AND/OR RELOCATE ANY SITE APPURTENANCES IN PR0,IECT AREA THAT ►MPACT J � �
<br /> � • . � - � � �
<br /> a `..J� . ��..�. � r . '' �� � 3.+ 4�3'�3 ' ' 5. EXISTING PLANTER LANDSCAPE TO REMAIN ANO PROTECTED
<br /> ����, � ' '' � . � � � � � �. � ; ' . �i; >> � 5 ;� � .� � ' IN PLACE. DAMAGED LANOSCAPE TO BE REPAIRED PER ORDER TO THE SATISFACTION OF THE AUTHQRITY HAVING JURISDICTION AFTER EACH THE PROJECT. Q „
<br /> � � 4� EXISTING LANDSCAPE PLAN. RUN-OFF PRODUCING RAINFALL. _
<br /> � ��` � ����� `�'��� .�:0 .o � � ;; � - � UNDERGRO ND 6. PUBLIC WORKS PERMIT - THIS PERMIT ONLY, TRAFFIC STREET USE PERMIT = (� Q
<br /> . �
<br /> �� :`;, ;� 6 '� � .�� �.�� � . � � D � ' 12 12 � ;, .:� � � VAULT TO 6. EXiSTING CONCRETE/ASPHALT TO BE DEMOLISHED AND 3• THE CONTRACTOR SHALL INSTAIL ADDITIONAL EROSION CONTROL MEASURES AS MAY MAY BE REQUIREO IF l..ANE/SIDEWALK CLOSURE IS NECESSARY. CONTACT �
<br /> ,, ,� � � � � � ;� .. � � REMAIN BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION DUE TO UNCOMPLETED TRAFFIC ENGINEERING AT LEAST 72 HOURS IN ADVANCE AT 425) 257-2277. � �
<br /> � � � � �� . ���• � � � � � ��� �. ��� I DISPOSED OF OFFSITE. GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. � �
<br /> �� � '��� ;� ����-- �' ��..�'U.�LWG`. �' � 8 _ � EXIST{NG 6" SS TO RE�� � . '� � � 7. THE ENTIRE PROJECT SITE SHALL BE ADEQUATELY SPRINKLED WITH WATER TO O �
<br /> . . .•1� ;� � . �. . .. ... I i � SS ; • � �
<br /> ( 7. EXISTiNG PAVEMENT MARKINGS TO BE REMOVED. 4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST PREVENT DUST OR SPRAYED WITH AN EFFECTIVE DUST PALLIATIVE TO U �
<br /> � ��� � EXISTING . : �iA�PY :.... � ! � �� � ; ; � MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAIIdED. PREVENT DUST FROM BEING BLOWN INTO THE AIR AND CARRIED INTO
<br /> � . ' ' �;� '' ASPHALT TO . ' � :=. �.-. ' � � � ,. � ``� e� � . � � $. EXfSTiNG OIL/WATER SEPARATOR TO BE RELOCATED ANO ADJACENT PRfVATE AND PUBLIC PROPERTY. DUST CONTROL SHALL BE FOR 7 � �
<br /> �� '� �� REMAIN �.� ���I�� ��� ��. . � `� � � - ' - _I ' � i ASSOCIATED PIP�NG TO BE DEMOLISHED. EXISTING �o � (� -
<br /> � � ��� , ii ;� � 1 , '� �` d'Z��` ' ' I S�AGINvI AR�A NO� DAYS A WEEK AND 24 HOURS A OAY. SHOULD ANY PROBLEMS ARISE FROM
<br /> . , -.:���.. :� �.- � : `: �� ' 9 2 ,,o � , , SANITARY SEWER TO BE PLUGGED AND ABANDONED. SEE DUST THE DEVELOPER SHALL HIRE AN ENVIRONMENTAL INSPECTOR AT O
<br /> . • . <<--- � ��� � � ���� � � ; � • 'Q` ���� ��� � � SHEET C5.0 FOR NEW LOCATION. CONTRACTOR TO COORDINATE WITH ARCHITECT, COSTCO CONSTRUCTION PROJECT HIS/HER EXPENSE TO ENSURE COMPLIANCE WITH THE GRADING PERMIT. U
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<br /> � � � � � � �� � � � � � � � - � ' A g EXISTING � � ' , ; ; MANAGER AND WAREHOUSE MANAGER TO DETERMINE APPROPRIATE STAGING AREA.
<br /> 9. EXISTING CATCH BASIN TO BE REMOYED.
<br /> � � � �� � � �: .::� ; .� .����_. , .��, . �� �? ' � ASPHALT TO � � � ( � STAGING AREA TO COMPLY WITH COS7C0 PROPERTY MANAGEMENT STAGING Q. HAUL RQADS WITHIN THE CITY OF EVERETT SHALL BE CLEANEO DAILY, OR
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<br /> ��` , REMAIN �.� 472I REQUIREMENTS. MORE OFTEN. AS RE UIRED BY THE CITY I R F
<br /> � � � � . � • � � � � � � � Q ENG F i T
<br /> NEE . 0 ALL D R AND
<br /> . . . . . -i I,. .:�.: .: �:�_� : _ � _� �, � , . � � z � 10. EXISTING CATCH BASIN TO REIuIAIN, DEBRIS SPILLED OR TRACKED ONTO CITY STREETS OR PRIVATE DRIYEWAYS.
<br /> .. . . . . .;��: :�� :. ..... . :: .: .��.... .... .:. � - - � , . . .�. , , �
<br /> . - � �� � � `• �� �-� � �� � � � � �• S� � SAWCUT � '�� . '. ; ; � 0 11. EXISTING STORM DRAIN UNE TO BE REMOVEO. D�MOL�ON NO 1 CS�
<br /> ��� �X. USTS .�••",.��-� .�. � � � � � �� � �� � 1 � �� � � ° ; ; o I Z 1. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILitt °
<br /> .. : o .�°' ' . ' i �
<br /> �� � � �: �' � � � .�:: : �:.,:-�• ��- � � � .� ���� •-.� '�- I; - _ _ ; � 2.�5 :, �-�. ; ; � 12. EXiSTING SANITARY SEWER UNE TO BE REMOVED, DUST CC7NTROL NOTES•
<br /> . _ . _ . f . .. _ , � � ' � :4n. ' ' c�..� � � I TI COMPANIES ON REQUESTING DISCONNECTfONS. REMOVALS AND/OR RELOCATiON OF 1. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWICE DAILY.
<br /> . � � �' � �� � � � �. . �� 9 � . � � � EX S NG EXISTING SERVICE. �
<br /> �: : . . , � � v� 13. CAP ANp PLUG EXISTING STORM ORAIN LINE AND
<br /> � - �� �� � � � � � ' � • � , , � . SSMH TO 2. WATER OR COVER STOCKPILES OF DEBRIS. SOIL, SAND OR OTHER c�,t�,
<br /> . , .�' . ... . -�.p����.�. � �� � � , 6 , � � c� N ABANOON IN-PLACE. �
<br /> 3 � � � Z REMAIN 2. CONTRACTOR SHALL ASSURE TH�►T ALL NECESSARY PERMITS AND CONSTRUCT�ON MATERIALS THAT CAN BE BLOWN BY THE WINO. � (
<br /> ., e.O� ... � . . . : . 0 .0 2 � ; � �
<br /> \ �"� � ' � ,, . ; � cn � AWPROVAIS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. � ' S '
<br /> . ,. ��:. �.. .���.. : ��. .. ,�:: .:��° :`��' .. :�. �� �
<br /> 14. REMOVE EXISTING SIDEWALK AS NECESSARY FOR �
<br /> • � � � ' � � ` ; ; W ix � CONNECTION TO EXISTING WATER MAIN. REPLACE SIDEWALK 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIA�S �V�pE � yi
<br /> EXISTING . . � � _______ ' � �� � ' " . �I' -"� �������� ��� � _ . �� �. � � � 3. CONTRACTOR SHALL REPLACE ALL EXISTING CURB PAVEMENT AND/OR LANDSCAPING OR REQUIRE ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF � �
<br /> � •
<br /> � �� -' � � ���:�-_ _�_ = � EXISTING ,� , , � TO NEAREST FULL PANEL. DAMAGED AS A RESULT OF CONSTRUCTION ACTINITY. FREEBOARD.
<br /> VENT STACK . � �;�� '�. . . . . .. ._.. :-,-�-.= - _ ,
<br /> ° a �, � � .. . ; , CURB TO � �
<br /> AND GREEN � a a �' � � � �' 11 1 REMAIN � ' 4�,.9s ^
<br /> MACHINE TO e4 � jio o ' ;% � �____.________ � ' '� ' � �� � � 'I� ��� � � � � � ( N W 15. EXISTING SIGN TO BE REMOVED. 4. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR REMOVAL OF IMPR T
<br /> . . . . � ; � � t� �
<br /> - - s ■e o e aa e v =e..a.,-„' _
<br /> REMAIN �� - � �`: ,, � . �72.62 0 0 ------ _____:_,:_:�_____,� ; � 16 EX STING TREE 0 BE PRO ECTED DURING CONSTRUC ION S OF DEMOLITION AS WELL AS EXISTING U ll IES 4 ROAD PARKING A EAS AND STAGING AREAS AT CONS RUC ION S ES
<br /> � -�----------;,
<br /> � '� 'Z FIELD VERlFY ANO CONFIRM LIMIT V TI T SWEEP DAILY (PREFERABIY WITH WATER SWEEPERS) ALL PAVED ACCESS 4947 �
<br /> ----" oo n�oT = -__ __ . � � � AND MPROVEMEN S 0 REMAIN. ' '
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<br /> XI TI EXISTING ��L - f -�1� 1-�11= � jr �� � ;��' � I a � �� �� R ��C N O�S' S. S W E E P S T R E E T S D A I L Y (P R E F E R A B L Y W I T H W A T E R S W E E P E R S) I F V I S I B L E s��N A L EN�'\�
<br /> SOIL MATERIAL IS CARRIED ONTO ADJACENT PUBLIC STREETS. �
<br /> E S NG 4 E.S.O. TO r �r �1 � 4n.?4 � � � EXP. 04.04.20 i
<br /> SIGN TO � �� -� � � � I 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES
<br /> EXISTING REMAIN REMAIN � ________,� . �� " ' '
<br /> ADDITIVE EXISTING 5 13 � � � ,' 1 EXISTING �� � a � � � NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN NOTES !•
<br /> ADDITIVE TANK � ;; . � � � I - (E.G. SQE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, o _ �
<br /> VENT STACK , EXISTING LIGHT TO �� � � ,� y� 5"MAX 1. CATCH BASIN INSERTS SHALL 8E REMOVED AT THE
<br /> TO REMAIN � . � TO REMAIN 1 SIGN TO REMAIN �� � � RETENTION FACfLITIES, UTILITIES). END OF THE PROJECi'. Qj � o o x
<br /> � , REMAIN �� ' ' DRAINAGE GRATE TRIM � N N ��, �
<br /> ��==`�� .�.'-` � �� � 2 I 2, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN (%1 �� _ � Z a
<br /> i . '�,;�• y �'• ���'���`� � / ,_` �� ; � � I � DRAINAGE DEVICES PERTHE MANUFACTURES'S = ^ Q
<br /> id '� �• 's ii i� � �i�4T�.95 �i � � MA1NTENANCE, REPLACEMENT� AND UPGRADING OF THESE ESC FACILITIES IS THE RECOMMENDATIONS.CATCH BASIN INLET INSERTS
<br /> g �• � RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS GRATE FRAME OVERFLOW BYPA55
<br /> SHALL BE INSTALLED IN CURB WLETS. �
<br /> �oi f � �� i� �� i� i� �� i i
<br /> 'a� d � �� �� � �� �� �� � �-�� � � COMPLETED AND APPROVEO AND VEGETATION/LANDSCAPING IS ESTABLISHED. SEDIMENT BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO �-
<br /> 'i===y .!. � 4 �i / i i� i� ii . �..' .� i i I DEVICE � d' CO
<br /> i�� i • ��'�� i i� '� i �� �� ,., � p i i AND DEBRIS CLEARWG AND GRADING ACTIVITY,OR UPON � ' � M
<br /> �; �,--� ;� �� � �; i� �-'; .472A a,,,' ' � 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL _ Pu�cemENT oF a NEw caTCH sasiN. � ^ �
<br /> � � x: FILTERED WATER �
<br /> ii �i q �� �i �i u .p��' � "� , - BE CLEARLY FLAGGEO IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE '•'= 4. SEDIMENTSHALI BE REMOVED FROM THE UNIT $j '� � N �
<br /> � P U i� � �� 'i �� '� WHEN IT BECOMES ONE THIRD FULL OR IN C >
<br /> �; �; ;� �; � �; ;� ;; �z.49 - � � CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING "- - accoRonNCE wirH-rHe MarvuFacruREs� °' 3 � ° �'
<br /> �' �� �� �' �0 �' '� �-�� ��••1 � � LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE �n,sTRucr�or,s. � o t aQ o 0
<br /> �f p n i� � �� �-�-'� i i O U 6 O �
<br /> �� �� �� �' '� �� ii � ' APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY �
<br /> i� d ry y �� �i i i
<br /> �� �� �� �� � �� ,I � � I REMOVING THE INLET INSER7S,EMPTYING,AND
<br /> ``` "' '1 'I '' '' I' ' ' 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT W
<br /> .�c� q y i� i� n • ' i i
<br /> �`.--'�� ii ii �--�__5i ' .
<br /> WASH SEDIMENT IN70 STORM DRAINS WHILE = C7 U �
<br /> `�;_�h� -�� ,oe`a� ; ; � CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES� AND IN SUCH A CLEANWG. � Z s Q
<br /> t� � . ,. � � MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT � 2 � N,
<br /> 2 �� .� _ � � ENTER THE DRAINAGE SYSTEM, ROADWAYS. OR VIOLATE APPLICABLE WATER 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE � � � �
<br /> � �,i `�F, � a � � STORM WATER STRUCTURE IT WILL SERVICE.
<br /> EXISTWG � � � QUALITY STANDARDS. a
<br /> ii �`� � � 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF W � �
<br /> CURB TO EXISTtNG � " � 37 � � O �SRH G SYSTEM(OVERfLOW BYPASS). = X � Z �
<br /> A� � ,� � , , � � 5. THE ESC FACILITIES SHOWN ON THiS PLAN ARE THE MINIMUM SECTION VIEW Z � w �
<br /> REM N ASPHALT TO �; � � � REQUIREI�ENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION 8. THE RETRIEVALSYSTEM MUSTALLOW REMOVALOF W � � o
<br /> REMAIN a II '47t.85' 7� � POWER TO THE BIGD WITHOUT SPILLING THE COLLECTED � N �
<br /> ►- „ PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR Q r� cv cv p �
<br /> �� REMAIN MATERIAL.
<br /> I UNEXPECTED STORM EVENTS ANO TO ENSURE THAT SED�MENT AND o � N � z � °°
<br /> ��/ `�� N �� � I I SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 9. PERFORM MAINTENANCE IN ACCORDANCE WITH � (Q (� Q.' � �
<br /> �� �� �' a �i RETRIEVAL SYSTEM
<br /> �� �i jj� ~`j� � ���`\ �� � _ � ii I EXISTING STANDARD SPECIFICATION 8-01.3�15). N ( � W W \
<br /> ��TYPICAL a
<br /> �� �� �� ;; q �� �� ;; � � ;; OVERHEAD 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY I� 3 � � � � �
<br /> „ ;; ;; „ z ;; ;; �� .,: ;��;' ISD TELEPNONE _ THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUEO FUNCTIONING, Q DRAINA6EGRATE ' . ?
<br /> N N Z o
<br /> �--' TO REMAIN � ^^ � �'
<br /> �� ;� ;; ;; n �� �� ---"��; 47,.es�,°;� ESPECIALLY AFTER STORM EVENTS.
<br /> i n x ii u `' o � ~ � � v,
<br /> ;� ;; EXISTING �; � . � � .�, � c� cv � �
<br /> i; ;; ;; �� �' ;; j; uGHT TO , ;; �'2�87 � � �».s� 7. THE ESC FACILITIES ON INACTIVE SiTES StiAll BE WSPECTED AND � � Y �� � v�i w
<br /> �� �� �� �� REMAIN „====`e�=�� ,;z. 4;�. ��,4� MAINTAINED A M1NIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS = �
<br /> ;; ;; �� „ ;; ;; !� �� ��`$' ,� FOLLOWING A MAJOR STORM EVENT. a �,
<br /> u II 11 ❑ n u �j I O � '� �� 471.4 o N
<br /> II II jj �� �� 11 �1 � �� o � .
<br /> ° ° �� i� ° ° �� 64 72,25 , � I / WSDOT STD PLAN i-40.20-00 ACCEPTABLE SUBSTITUTE IF � .�H �
<br /> �� �� �� 6 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO o BELOW INLET6RATE GN /• c
<br /> I�:�- � i� U Q ii ° j� ��� / 7 Z b DEVICE- � OVERFLOW BYPASS MAINTENANCE MEETS NOTE51-5 /�v s1 O
<br /> �- 1472.63,,=-"� I ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND {ry
<br /> �``_'u v� u n �`� L J � TYPICAL __ �I b� C
<br /> "=_°� RI7CKERY �' � � W � CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING oQ ; (�` CITv OF EVERETT J �y n,
<br /> � Y �. OPERATIQN SHALL NOT FLUSH SED�MENT LADEN WATER INTO THE DOWNSTREAM z r EVERETT � X
<br /> �A � � � ��J � �TE�, o o �� PUBLIC WORKS DEPARTMENT � Z} �
<br /> S� S�x�SrrNG 15� `�WCUT � ^ , - • ,
<br /> SD TO R � 1 � RYANSASS HfqTMERG0.IFFIN PAULWIINEIM o-�ESH
<br /> EMAIN �,r-�,� " ' 0° rc� s" � � 12/30/2016 w 00
<br /> SD 7 : ,,� _,��� ;r;; � �- � 9, STABIIIZED CONSTRUCTION ENTRANCES SHALL BE iNSTALLED AT THE �" iSOMETRIC VIEW STORM DRAIN WLET ���"�'W"' � � o
<br /> 10 ��� '� �' ' �� BEGINNING �F CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE sk 210 � _ �
<br /> SIN L YELLOW LIN �.��, �� �' � ' 3 � ��d PROTECTION ,`� �
<br /> � �� EXISTING �:.'� ;, � 1►- ' w PROJECT. ADDITIONAL MEASURES MAY 8E REQUIRED TO ENSURE THAT ALL ` �
<br /> CURB TO � Z PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. b. NgJ�' �
<br /> ,;-_=., EIGHT�N 0 REMAIN � � �,� �� v� I � o C� .�
<br /> �` 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE _
<br /> �� �� i Q ��'� REMAIN ,:=., %--_____________________________________ � � 4 DEBRIS AND SEDIMENT TRACKED �FF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERtFYING THE LOCATION, DIMENSION, AND DEPTH �
<br /> ;� ;; �' �� i� �� i -- -; £ � �
<br /> ` OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE "'
<br /> u u �� � �� �� � �' i cv
<br /> �� ��
<br /> � " � �� �� � BR�KEN ` z 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM � UTILITIES ANO SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. �
<br /> � �� � �� �� �
<br /> �� " � �� � �� �� � SIDEWALK " ��� ' ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FA1L. � Know what s below. THIS SHALL INCLUDE CALLING UTILITY LOCATE � 81 1 AND THEN POTHOLING ALL OF THE � � N
<br /> ,� „ �I , � �� ' EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIfY WHETHER �
<br /> N �
<br /> �__-�==___�_-_____�� __ �� � �� �� �
<br /> ---- __ - ___ ----- �� � ,� �� � ; Y� � i
<br /> � - -- ' Call before ou di . Z m a o
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<br /> - .=_____- -_�__=__=-====�-Fu== ,, �, , ,
<br /> " ��-� _' , - �--'�---�-- � a�2.
<br /> � �, . ° . a� „ . ,.--- �.----�____- -_-__ _ . z� �, , r�:i I t2. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR � y g OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE N t �
<br /> UNSTABIUZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THR O U GH APRI L Dial 811 BASED UP4N THE UNVERIFIED PUBLIC INF ORMATI O N A N� A R E S U B J E C T T O V A R i A T 1 0 N. I F ' (� `� N �
<br /> 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING �
<br /> ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR Tp PROCEEDING WITH CONSTRUCTION. � �
<br />
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