SW 1/4, SE 1/4, SEC 23, T.28N., R.04E., W.M. .
<br /> SNOHOMISH CO�.JNTY, WASHINGTON
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<br /> l�'� /� z � NOTES.
<br /> / � ..-�r / ��21 �� � , F�U��D RcEAR/C�P '233��".
<br /> � ��� / MU f 0.t'(S), 0.2'(E) OF CGRTIER CITY STREETS ARE TO BE KEPT CLEAN OF DIRT �
<br /> ,,,--'' l 1 � � � �, � �, � �� AND DEBRIS Ai' ALL TIMES DURING CONSTRUCTION. '�
<br /> LOT �2 �- ��!f� 1 � • � 2'�:— 1� � � DUST SUPPRESSION AND STREET GLEANING MUST� �
<br /> � /'!' / //� � �j � OCCUR AS DIRECTED BY PUBLIC WORKS
<br /> �,e � 1 � 0 0�' INSPECTOR. ,
<br /> .�--' �-'''���,� tl� �' �,� �o
<br /> `c�`� ALL EXPOSED GROUND MUST BE RESEEDED WITHIN
<br /> 35' INCRESSfEGRES5 J� ��� ���`�,./�^ � a� � a � $�`'~�-,a "��' 30 DAYS OF COMPLETION OF CONSTRUCTION. IF
<br /> P� UT(LITY FASEMEPIT --� "! � � � `�� 0 ��, �'' � RESEEDING IS NOT PRATICAL DUE TO WEATHER OR .
<br /> n^FPJ 9904i5046.� \ � \ r� � /� �1 � �� �TrA /°�S' SEASONAL PROBLEMS, THE GROUND MUST BE
<br /> �' I'� � -o O O � � ��� � COVERED WITH MULCH AS DIRECTED BY THE C1TY
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<br /> ENGINEER.
<br /> -' � �`�r -�'� c� ��,I`;�� o o ' � ���os�� :
<br /> r� � � `� J-f> � � �� ' (TYP►� �_� O �,,� �� � V�%����/�� TEMPORARY EROSION CONTROL MEASURES FOR
<br /> ���1�1H f?1Pv1-497.1 f3 �,�- � - \ � �,� � CONSTRUCTION ACTIVITY MUST BE OPERATIONAL
<br /> � � � \ y���' � \ f Y � PRIOR TO COMMENCEMENT OF ANY CLEARlNG OR
<br /> _�,e �r''� r�g•9 �G�' '"`�,b� '`~� �� f EARTNWORK. �
<br /> ..-- '� j��, r � ��Nc , ' ' `��,-,� O �-°� .
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<br /> 75.0 0 a f
<br /> ,,./ , _ VR-1� `� WETLAND �` WHEEL f
<br /> `� BUFFER STOP
<br /> .--� �S, n . n n . .� . _ .��, � T.E:S.C. LE'GEND .
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<br /> � ,/� a . . y . . a . , . : � �"r ` O INTERCEPTOR TRENCH w/
<br /> / � _ _ . , _ . . . . _ . -�_ a '�r`�,�� f ` � f��y z` /� /� r��{ �/ \ � /� ,� —�'...� ROCK CHECK DAM
<br /> / / „ . ' . , . . .. _ .. � _ .� � „ ' \ VVSJ!J�V�r� �.JIJ( �V�r��9��-rU��r�� • .
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<br /> �,.-- / p + � � � j • l_0� A SF�—SF SILT FENCE
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<br /> ��` _ _ . _ . . . STREAM A�_ _ _ e . o� � , , � \ \ / f C0� BSP 03-QOo ..
<br /> �'" - - - - - , oTYPE NP_ � _ . _ _ . . �� . . . ' � � � J ,^,FN 2J0410 i 95Q03 r r TEMPORARY 1
<br /> �' - - - e • - • • • • • - - - - ��--3 - - - - � ,,f��'� NOTE:' < < CONSTRUCTION
<br /> �'' . � . . . , - . � � � 4�' { ENTRANCE
<br /> O�/��� . . , e . _ � . . � . _ . . _ _ . , . ! � f�'r' CESCL CONTACT INFORMATION MUST BE SUBMITTED � � / CZ 2
<br /> p� � . . . WETL;4ND-,4 ' - . . � . . � . � \� \ f,�� W WHEL W,4SH ..
<br /> r0 CITY INSPECTOR PRIOR TO ANY WORK.
<br /> ' ' ' `CATEGORY ll' ' �'R=5 � �,, \\� tf��� CATCH BASIN INSERT
<br /> _ . . . . ' 4 . . - a �_ u _ . - . e . . • _ ' ,� �\ '�� r � PROTECTION (TYP.)
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<br /> VE sm►M�nrr'rRaP � ��
<br /> . , . . . . . . . _ : o . . . . _ . . .� � � � , THE 13 ELEMENTS OF TESC BMP
<br /> � � . - - • . - ^' ' ELEMENT �1 - MARK CLEARING LIMITS: � � � � CLEARING LIMITS
<br /> - - - � • - a �,,� � f� LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. (�`�
<br /> , � a � - . - F . - _ . , e � � , .
<br /> . . . . . . . . � , u . _ . . . u °^--� ��`0.8' _ � • ,
<br /> . . . . ' _ + ' + �'J ELEMENT #2 ESTABLISH CONSTRUCTION ACCESS:
<br /> � � , � . o _ � .�Oi. .�� . , . e �"�(2--b �
<br /> '�� / A STABlLIZED CONSTRUCTION ENTRANCE IS SHOWN.
<br /> N� � � �, ELEMENT #3 - CONTROL FLOW RATES: VE '"" VEGETATION
<br /> o�' a � . � � i + a � 4 � . � x . \ � SEDIMENT TRAP WILL BE PROVIDED. �
<br /> o, . . . . 4 , � _ . _ . _ . _ �
<br /> � ' , ' ' . a , � � 6 � _ . � , \ I I / /Y ELEMENT #4 - INSTALL SEDIMENT CONTROLS:
<br /> � , ,- � � � � �`� '!� / �v CONSTRl1CT10N SILT FENCE AND INLET PROTECT/ON ARE PROPOSED. MU MULCH &/OR STRAW MATTING
<br /> J0��7900J0�3J0 � - . . _ . . . . . . _ " n�b�-7� ` ` .�,�� � � / � ENTRfINCE .
<br /> U` ' . . ' ' ' ' ' ' ' . ' ` ' CL ,3Z" �� '� J j +��`' ELEMENT #5 - STABILIZE SOILS:
<br /> - , . - . - • - _ - ~ . • . \ � p,5".,,. ,=� � ��� �" ��- SOIL STABILIZATION IS ACHIEVED BY PLAST�C COVERING AND SEEDS.
<br /> � ' ,� �, .
<br /> � A �, � . � -�� , R /� c����,� PL PLASTIC COVER
<br /> - • - • - • • - • - - - - - � �. ELEMENT #6 - PROTECT SLOPES:
<br /> . .� 5 5, / + SLOPES ARE PROTECTED BY Pl.ASTIC COVERlNG, MULCHING AND SEEDS.
<br /> . _ . . . . _ . . � . . . Z O � �y.{
<br /> � / E L E M E N T #7- P R O T E C T D R A I N I N L E T S: F L O W A R R O W E X.)
<br /> -1 • - 5� � � � � �
<br /> _ , , �����U . _ � � , .AJR�B� � 6k�� {� INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS. ' '
<br /> . _ � . . . . . . _ . _ .% c`� f c�
<br /> / �,tJ�lr�' f '� ELEMENT#8 - STABILlZE CHANNE�S AND OUTLETS:
<br /> � i e { a + a Gv � FUUN� Rt�3�1ri/GAP "�'�S! 15916". O U T L E T P R O T E C T I O N S A R E P R O P O S E D. .
<br /> . _ . . . . . . / / "`'�FX����� ���� �•���5)� Q•��C�� ��F COf?AIER ELEMENT 9 - CONTROL POLLUTA TS: pLANAPPROVED
<br /> . ! \ # N
<br /> � � _ ' ` j � ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT
<br /> / � � � SrORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO EV RETT
<br /> p DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS
<br /> �-'' � , �� AND PREVENT LEAKS OF SPILLS. PlJBLIC SERVICES DATE ..
<br /> ��'� � PUBLIC WORKS
<br /> � ELEMENT 10 - CONTROL DEW,4TERING:
<br /> Y'�R-1�--� � �`� � � THERE WI� BE NO DEWATERING AS PART OF TH1S CONSTRUCTION UTILITIES DRAINAGE DEPARTMENT
<br /> ��' � PROJECT. A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br /> l ��`�"-- � 1 TO START(NG ANY CONSTRUCTION ON THIS
<br /> �i'"r� ` ____ ' �` ELEMENT #11- MAINTAIN BMP's: CITY ENGINEER PROJECT. APPROVAL FOR THIS PROJECT IS �
<br /> � �I ,}�" ��>>�r, `�—� l ALL TEST BMPs SHALL BE MAINTAINEO AND REPAIRED AS NEEDED. CONDITIONAL PER CURRENT STANDARDS AND .
<br /> �� \ - CULVEf7r ` EXPIRES _______________ UNLESS "
<br /> ��' � . FX ���� �C---��_ / `� ELEMENT �12 - MANAGE THE PROJECT: PERMIT FOR CONSTRUCTION HAS BEEN ISSUED.
<br /> �- ` � � TNIS COULD BE ACHIEVED BY MINIMIZlNG THE EXTENT AND DURATION
<br /> 2�,�p0��/ \ ���� � �\ �EDIMENT CONTROOSED AND BY EMPHASIZWG EROSION CONTROL THEN .
<br /> . 4'�1''f �� `, cX. BIJ1��J?I�1G �� �� ��
<br /> �
<br /> 6(}5�� ����j�C��U��J�l��� 3 � � �11p�� n�}l,�qf�T `,�(�. l� � ELEMENT #13 - PROTECT ON-SITE STORMWATER MANAGEMENT BMP'S
<br /> N �' ,; � � � � � �� � � FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: N A
<br /> -d P„R 1 \ � � � This Record Drawin has been re ared in art based `
<br /> --''� �3La �'J6-1 1 0802-BA � 00�3790000�402 \ g p P � p , .
<br /> ,,-'" � r � �, �, \ �"`---- \ on "As-Built" information provided by others.Though
<br /> �„� ,�FN J7051 T017r� � �
<br /> � � \ r'AR 2 \ the as-buiit information and this drawing are based on
<br /> �� �'� � BLA �9r�-1 108J2-�A `�-�-- _ � the best available information, no presumption should .
<br /> ��' �� �IFN 97J51n0176 �0 emaderegar ingthedrawing'saccuracy. INSIGHT EN6INEERIN6 CO.
<br /> � �l �� rj� \ �, � � ��� P.O. BOX - 1478
<br /> \ / � t�111� � � .---�x. c��tv�L Signed By Date EVERETT, WA 98206 . ,
<br /> �� � (425) 303-9363 (425) 303-9362 FAX
<br /> * Permit Inspector INFO@INSIGHTENGINEERINGNET
<br /> � Print Name &Tit �
<br /> SITE ADDRESS: XXXX AIRPORT ROAD,
<br /> � o EVERETl, WA. 98204
<br /> REV. N0. DESCRIPTION INITIALS DATE �AX ACCOUNT N0.'S: 00537900005301 ,
<br /> Know what's b@IOW.
<br /> C111 before you di . SEDIMENT TRAP
<br /> UTILITYCONFLIC�NOTE:' INFLOW (1D YR/24 HR) 0.6185 cfs � R' k' �
<br /> SURFACE REQ'� �,288 SF ,�,��� WAskr�`�,� SW 1/4, SE 1/4, SEC 23, T.28N.,R.04E., W.M. ` '`'�
<br /> CAUTION.' POND TOP ELEV EL=497 � �,P ��'y SONRISE CHRISTIAN �
<br /> THE CONTRACTOR SHA�L BE RESPONSIBLE FOR VERIFYING THE LOCATION, � �
<br /> DIMENSION, AND DEPTH OF ALL EXISTIN� UTILITIES WNETHER SHOWN ON THESE POND BOTTOM ELEV EL=492.5 � � � ,
<br /> PLANS OR NOT, BY POTHOLING TNE UTILITIES AND SURVEYING THE HORIZONTAL EMERGENCY OVERFLOW �
<br /> SPILLWAY ELEV= EL=496 (L=6) 'o DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. TNfS SHAtL INCLUDE '' q �v
<br /> CALLING UTILIIY LOCATE � 1-800-424-5555 POTHOLING ALL OF TNE EXISTING SURFACE AREA PROVIDED 1,288 SF (EL=496) �G3649 �ti ,�v 180913-AB.DWG JRC 02-06-20i8 1"=30' I8-�913 .
<br /> UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY �sSIpNAL���G1 SHEET ^
<br /> WHETHER OR NOT CONFLIC7S EXIST. LOCATIONS OF SAID UTIUTIES AS SHOWN
<br /> ON THESE PCANS ARE BASED UPON TNE UNVERIFIED PUBLIC INFORMATION AND
<br /> ARE SUBJECT TO VARIATtON. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR O2 19 ZO2D TESC PLAN
<br /> SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL � � CZ.D
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. �
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