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<br /> GENERAL TESC NOTES:
<br /> SE C. ��J, T2 9 N . � R5 E. � W. M . 1. THE CONTRACTOR SHALL MAINTAIN ALL TESC DEVICES 1HROUGHOUT ,
<br /> CONSTRUC110N & SHALL REMOVE ALL TEMPORARY POLLU110N American Property Development,�nc.
<br /> PREVEN110N DEVICES AT THE END OF CONSTRUCTION WITH APPROVAL 110 110th Ave�ue NE suite 550
<br /> FROM THE CiTY.
<br /> Belfevue,WA 98004
<br /> m-� ° 2. THE CONTRACTOR SHAIL I�IPLEMENT BEST MANAGEMENT PRACTICES
<br /> �a �
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<br /> � � N �� ' � �, 2 t�� �y H_ �N__ __��_____��_____o�.___-t,oH--�, (BMPS} TO ELIMINATE OR MINIMIZE POLLUTION DISCHARGE CAUSED BY
<br /> 3 , � l � _ _ � � � _ � r _ _. � � _� � m, T -� � p --- CONSTRUCTION
<br /> � � �
<br /> ' , � .; � a .4 . - -�T -T � ---�OH�`�----0�a�-_`pl�sr ---OH--�=�� _�__t)t-R --_•_ ��i � - - � .
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<br /> , .�i:�--���_-pp'�=�-==��t--T---�-= , __ _ ___:��_�; _e���,W��,_.___�__�;�, ___.�_�.�� _.__.___�,� �� '� 3. CONTRACTOR ALONE WILL BE RESPONSIBLE FOR PROTECTION OF THE �
<br /> _�___�SH A� ____��;; _ �__ �3� ....__�-----�-- � , � ;- r sp , �
<br /> N •._ _ __ . . .._ __ _.... _ __ _._ _-_ _._, .__ __.._ �__ __ _._._ ._._ _._ ___ ..__ __ .__ ' � r � ' WORK AREA AND ALL DAMAGES TO THE WORK RESULTING FROM �
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<br /> ' " 32ND STREET � -
<br /> � �� � € � � c; ; _. i{ "�N� 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED U N N o
<br /> ~� 4` I - �' 2 3�0 0 ? °� � ` � � BEFORE AND AF1ER EACH STORM EVENT TO ENSURE MEASURES ARE z c W i � � �
<br /> 21+00 � 22+00 � � � , � N
<br /> - --+- - - --I- - , - -+ - - -+-- -I- -I --, ;�`� ---',-� -?' 0 20 40 � Q � w � �
<br /> ; B � FUNCTIONING PROPERLY. > �=m
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<br /> ' `' �� _ I ��- �� � 6 �� ��° 5. THE CONTRACTOR SHALL PROVIDE AND MAiNTAIN INLET PROTECT10N AT � � J `� g��
<br /> , - -- - - -
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<br /> � � ' ` ` ; � EXISIING AND PROPOSED INLETS AS SHOWN ON 1HE PLANS. SCALE IN FEET Z g�Q
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<br /> �..� , ; ��' �Y� �-� 5 ` � ; ,� .�l- 6. THE CONIRACTOR SHALL PROVIDE DUST CONTROL OR PREVENTION OF I � �,�,
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<br /> �, , ~ a `-� - --;-q___ �- ._._ -�-c--- DUST NUISANCE. `� Zo
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<br /> __ ` • _�a�r;_•�_� ���; a a °� : � � , LL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SIMEPT AS ,n Z
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<br /> a � �.:'� � � Q ` � a a � a a 4: � i ; i � ` __ ..� � . NECES$ARY. V/ °
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<br /> " " ; ; a ' ` ' ( ,,--;�-�- �- f 8. THE TESC FACIUIIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN m
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<br /> �� � � � � _ � � £� �� � � � f � CONJUNCT10N WITH ALL CLEARING AND GRADING ACTIVIT1ES, AND IN �
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<br /> - - � � , - - --- --- G� �� �� ��" � � , � �-~��� �� _« � µ 4 �, SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN
<br /> , : - q� �-`-�° ' �`/ WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VtOLATE
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<br /> ° 2 '9�� ' ' �" , ` ; %' APPLICABLE SURFACE WATER, GROUND WATER, OR DISCHARGE
<br /> �w cAs�nNT � ; � N �� � �� � � � �- � ,�- '_ � � � � �'� STANDARDS �
<br /> + i � ,/' COPYRIGHT C 2005. ALL RIGHTS RESERVED
<br /> 3120 GLACIER PEAK AVE � w" � ,' � � ,' � � I I� ��-�� � � ,� � , � j ;` L E G E�D O
<br /> EVERETT. WA ", � ' � �� � � � � � `:�°�a a �' � � W � � � __._ -�� ,
<br /> � ' ( 9. THE TESC FACILIIIES SHOWN ON THIS PLAN ARE THE MiNIMUM
<br /> Is I , ; � ' ' , � '' i/ SUBMITTAL/REVISIONS
<br /> ,m � ' o ,, ' � � ; �.t _��_�_____�• � Q � , REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE EXISIING MAJOR/MINOR CONTOUR
<br /> � � ° � = Y�-�������~� � d ° r/ CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS ��� DESCRIP110N
<br /> � � � t , ` , {;� T ` � � r NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT 1 2/20/1 BID SET
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<br /> � � � ; ', , ', O ,I �'-� , � ;' ; ¢ � r _ � I�� SEDIMENT AND SEDIMENT-LADEN WATER DO N4T LEAVE THE SITE CONSTRUCTION ENTRANCE 1b 3/23/18 ADDENDUM �1
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<br /> � ° � o , I `, `, ;� a ' � ; ' � g - Q � �'' 1 0. �-I E T E S C F A C I L I T I E S O N A C T I V E S I T E S S H A L L B E I N S P E C T E D D A I L Y B Y
<br /> ��'� � � � �! � ', ', �- `; : � � Q � �, THE APPLICANT/CONTRACTOR--AND MAINTAINED, REPAIRED, OR -D O � D- S I L T F E N C E ,
<br /> � � �� 3���� _ ' ,•, �'., '�, �', ` ` � �, M�' � a� I�, AUGMENTED AS NECESSARY--TO ENSURE THEIR CONIINUED
<br /> � ��� ' � ` m I'� FUNCTIONING. � INLET PROTECTION
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<br /> I � � ► �, , 11. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
<br /> 6 � � � _� t;� � � ' � �` ; � '; ; � r, BEGINNING OF CONSTRUC110N AND MAINTAINED FOR THE DURA�ION OF
<br /> TEMPLE BETH OR � � � �� `, a' � ' �a � �' " ' ° � -�; T H E P R O J E C T. A D D I T I O NA L M EA SU RES MAY B E REQUIRED TO ENSURE
<br /> 8 ; �� I � 6, `� � � ` ; � ' � I ° T H A T A L L P A V E D A R E A S A R E K E P T C L E A N F O R T H E D U R A T I O N O F T H E
<br /> (CHURCH PROPERT� , _ � ` rn I � � , �,�
<br /> 3215 LOMBARD AVE � � s i � o `, � � �b � � ; f�� ' � � � � °° PROJECT.
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<br /> - - Ev�REn wA - - ,� �- , I ���'' ; - , �� _ � � � � �_ � ���� 12. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN
<br /> _._. �,,.
<br /> ' ' � ' � � y� � 6 � ` s d � � EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS. FROM MAY 1 TO
<br /> � ' � ; � ; :� ° , � ' � >' SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR
<br /> � � ' _ _� , , ; ' , ' ' �� � � , � - I MORE THAN 7 DAYS. SOILS SHALL BE STABILIZED AT THE END OF THE
<br /> � �` � ` � `� �• _ _ �
<br /> ;�-----, ��---� � + �, �d ` ` 9 3 � �, I __ L SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED BASED ON THE
<br /> ,. � , , a �� s � WEATHER FORECAST. LlNEAR CONSTRUCTION AC11VI�lES, SUCH AS DUST CONTROL NOTES.
<br /> ' i I ' ' ° �' ' � RIGHT-OF-WAY AND EASEMENT CLEARING, ROADWAY DEVELOPMENT,
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<br /> � � J � ' I ` �� `� � ; � S PIPELINES, AND TRENCHING FOR U11LIT1ES, SHALL COMPLY WITH 1}iESE SPRINKLE THE SITE WITH WATER UN�iL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT
<br /> - - - - � , �
<br /> - - . �`, "� _, <C 6 � j a� � �'�� F'^ `�,_4 ° _ r_ � ° REQUIREMENTS. THESE STABILIZATION REQUIREMENTS APPLY TO ALL CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE (BMP C105).
<br /> � ; � , � �- � -__n_,_,_ I/; SOILS ON SITE, WHETHER AT FlNAL GRADE OR NOT. THE LOCAL
<br /> U T 1 L P � w/ � . �' � L O B B Y F F E= H 9.H H �� I � ; ; i ; ' ( d. PERMITIING AUTHORITY MAY ADJUST THESE 11ME LIMITS IF IT CAN BE .
<br /> � UGHT, �ANs � � � j � 4�° a � �� :� � � J S�ES ATDIFFER N�SMANDARD. S EROSION OR RUNOFF POTENIIAL CITY OF EVERETT NOTES. �
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<br /> `��' ° ` ' � 13. SOIL STOCKPILES MUST BE STABILJZED AND PROTECTED WITH
<br /> �,> � � � �• 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC} PLAN DOES NOT CONSTITUTE AN
<br /> - - - - - - -�--� ° 1 � � �� -4 �' � ° SEDIMENT-TRAPPING MEASURES.
<br /> , ,
<br /> 3 , I � �'� � � °} ' a . . ND LOCATION OF ROAD ,
<br /> x , : (/ APPROVAL OF PERMANENT ROAD OR ORAINAGE DESIGN (E G SIZE A S Q
<br /> � \ ' �----G-----G---� c-- --c ��;--.� -�-� -; ' I � a� 14. _ _ p PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, U1IUTIES). � �
<br /> ( L I N E A R C O N S T R U C T I O N A C T 1 V I T l E S, I N C L U D I N G R I G H T O F W A Y A N
<br /> � � ( � %� , , , a ;�a ���. � � o `' °° /',_� _�- EASEMENT CLEARING, ROADWAY DEVELOPMENT, PIPELINES, AND
<br /> k o , 4: � + 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, �
<br /> g s o I , � a 4'� ; ,� : #� + - - - TRENCHING FOR UTILITIES, SHALL BE CONDUCTED TO MEET THE SOIL REPLACEMENT AND UPGRADING OF THESE ESC FACiLIT1ES IS THE RESPONSIBILITY OF THE N
<br /> £ „ � ,� � ; �; �;�� i �`, � r v ^ STABILIZAl10N REQUIREMENT. CONTRACTORS SHALL INSTALL THE CONTRACTOR UNT1L ALL CONSTRUCTION IS COMPLETED AND APPROVED AND M �
<br /> � � � � � Q ,� 'r ��� �t i � -��� a d i ' BEDDING MATERIALS, ROADBEDS, STRUCTURES, PIPELINES, OR UTILITIES �GETATION/LANDSCAPING IS ESTABLISHED.
<br /> _ _ _ _ ; � � I a � ;, a� � << � � �; ( (�, AND RESTABIUZE THE DISTURBED SOILS SO THAT: �
<br /> t` o � , ; ( °' �� �� �-�-�-�-��� � ! �' 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY �
<br /> � �n � � � d a , •` �- � : Qe � � -FROM OCTOBER 1 THROUGH APRIL 30 NO SOILS SHALL REMAIN �p,GGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUC110N PERIOD NO �
<br /> ; �� � � � I °; �^ � ; � � � E X P O S E D A N D U N W O R K E D F O R M O R E T H A T 2 D A Y S, A N D � � z
<br /> � �_ � � � � : , _ / DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING ��
<br /> 7 � ; � � ' a a �;-: �❑ �- �' ;' � � �", . -FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. Q � �-
<br /> ' ; � � � � I � �� �' � " °a s � ��� .. � AND UNWORKED FOR MORE THAN 7 DAYS. �
<br /> � � � ° ' a ; ; � , 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNC110N WITH ALL � Q z
<br /> " ,�' ,' ' ; ; ____-� ° _ � � � �5 CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT
<br /> - - - - 3 ,� , ,. , ._ p-----�----- -' -t�- �_�; , , . 0 AN , INCLUDING WASTE MATERIALS AND DEMOLI110N
<br /> , �; S i � ALL P LLUT TS AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM ROADWAYS OR VIOLATE = w
<br /> �" � DEBRIS THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE � � Q � (n
<br /> �' .' j d � ; � e ' APPUCABLE WATER STANDARDS.
<br /> ; HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE � Q
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<br /> � � � �4 � " � CONTAMINAl10N OF STORMWATER. �
<br /> 5. THE ESC FACILIIIES SHOWN ON THIS PLAN ARE TNE MINIMUM REQUIREMENTS FOR �
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<br /> � �� °'� � ° �� a �-+--�����_����'� '' ANTiCIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD THESE ESC FACILITIES �
<br /> 3 ` � � , � a � ( ��' i � ' � 3 ' a. SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT O�/ ~
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<br /> � ` ` � ° �� � � � {_ XX TESC KEYNOTES. SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. w�--' LL. ~
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<br /> � E � � -� - ° ' k� " 3 1. TEMPORARY SILT FENCE, SEE DETAIL ON EC-02 6. THE ESC FACIUIIES SHALL BE INSPECTED ROUTINELY BY THE CONTRACTOR AND MAINTAINED � �i� W
<br /> � ' °�� ' ' � � �� i ' AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. w �
<br /> � TEMPLE BETH OR � � ,� � � ; � , - � � - T � � � O W
<br /> � (CHURCH PROPERTY) �` I ' , i � _ - e� � � � � � 2. STORM DRAIN INLET PROTECTION, SEE DETAIL ON EC-02. ALL OPEN �
<br /> 0 3215 LOMBARD AVE � ' ' � ' ` �' � & YARD DRAINS REQUIRED �• �E ESC FACIU�IES ON INACTIVE SITES SNALL BE INSPECTED AND MAINTAINED A MINiMUM OF a
<br /> ; E V E R E T T, w A �s �} � � � �:� � `;� ; ; GRATE CATCH BASINS, MANHOLES, O N C E A M O N T H O R W I T H I N T H E 4 8 H O U R S F O L L O W I N G A M A J O R S T O R M E V E N T.
<br /> i , ; o,`Q � I , m � � UPON INSTALLATION. SUBMIT SILT-SOCK CUTSHEET FOR APPROVAL
<br /> � � � � � � � b � � � E ( -
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<br /> w . � � '� ' � � S � � ° _ 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN
<br /> _ _ _ - - - - � F, _�.,,.,.��-.xt__.,,�S�t�.t�;x_�,.:.,�...�,.� ,,' � , �� „� � � �, ' 3. CONSTRUCTION ACCESS, SEE DETAIL ON EC-02 A 1RAPPED CATCH BASIN. All CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED
<br /> o � � � � =� _____________�:_--:'��- ; � ,` ! ',; � a � �� � � , PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
<br /> . �`�,
<br /> , 4. TEMPORARY SEDIMENT TRAP OR BAKER TANK, 5 W x 22 L x 3.5 �E DOWNSTREAM SYSTEM.
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<br /> � I � �+, , � - - -- � : ;'� ;' ,� , ' § �� � � E� � Q � 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br /> � ' � (S I ' ,` ,' a � �'��_ � ( ; a . Q �- SA= 11 S CONSTRUC110N AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDI110NAL MEASURES
<br /> " � � __ � � I '- � ` � � (/ MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURAl10N
<br /> � � ' � .�" ,-'� � ' ° ry f `� o Q .a 5. TEMPORARY DEWATERING PIPE, PIPE TYPE AND SIZE SHALL BE
<br /> 0
<br /> t� � ' � � ' .�� ' '� � �� � �' Y CONTRACTOR DISCHARGE WATER TO EXtS�iNG OF THE PROJECT.
<br /> � � � � � � ;-__� �� � __w� � / DETERMINED B . �
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<br /> � u�n� Po� L � � �, I � , � ;a a ii. STORM INLET.
<br /> � WJ TRANS ��`. �, � � � --- � � a � � �� +; �. - V,� _I
<br /> � � I � � `�- I ` � � d � � � � 6. ETERMINED BYwCONRTRACTOR.� CIONNEC NGN UMP PUMP WITH �
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<br /> � � (' ` � � � � `F � ( ' ° � �° ` ' DEWATERING TANK. PIPE SHALL BE SIZED BY CONTRACTOR. �.,�
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<br /> � � � � ;. . � �- � ; � � . °I�,�� 7 BY �
<br /> - - - - - - - � �r ---- -����-� �- �°� �- �- �. �-�� � � �_ . R L S , SIZE AND TYPE DETERMINED
<br /> . . _ :. . � � __ , . . �e ,
<br /> � � i� _ . � , SUBME SIB E UMP PUMP
<br /> � � 1 .n��� ���h.�a ; a `t� � g d �, CONTRACTOR. PLACE IN LOWEST POINT OF EXCAVATION. w
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