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NW �/4, SE 1/4, 5EC.30, T.29N., R.SE,, W.M,
<br /> SNOHOMISH COUNTY, WASHINGTON
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<br /> 'ORA ;9583, ]8924, 32432' � I � �
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<br /> + �f r� z � � ' � EX. ROCKERY �•22�S X 0.14'E \ ` � R � , � rT; mI � � / CI1Y STREETS ARE TO BE KEPT CLEAN OF DIRT
<br /> �L OCY\ � �E 36" (N,.,�=;06.9"' � APPROX. EAST EDGE R I � y � I v; � z
<br /> \ � (rg ) I \ I 1 I � -� =+� -� � AND DEBRlS AT ALL TIMES DURING CONSTRUCTlON.
<br /> � � rPUD EASEMENT AFN !, - '� C� HOUSE \ I ' � � t�i> -�r, 01 r
<br /> � -T / gg�22g�g a g _ _ =-` CARPORT , , �i � � �� � m I„� �,; _�. DUST SUPPRESSION AND STREET CLEANING MUST
<br /> FRiDAY S SECOND ADDITIDN TO EVERE � T , -� � m � ����
<br /> 7 =� � � �--"�� N88'S7'17"E 147.48' �_ � - \�� ` � --- — — � � �. INSPECTOR.DIRECTED BY PUBLIC WORKS
<br /> ��/OLa ��, P. 56 q � �; � _ _ _ r�88�5��1���E �2.ao� � _,
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<br /> oc, ____ �=�i�� �5��� �r ,. � �r_�, � ��-� `� � � � ������� ��"�� � f ���, ALL EXPOSED GROUND MUST BE RESEEDED WITHIN
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<br /> CL CURVE DATA ' �� ������� � ��C � � � � ' OR
<br /> 30 DAYS OF COMPLETION OF CONSTRUCTfON IF
<br /> ;¢_� i �' ' ' RESEEDING IS NOT PRATiCAL DUE TO WEATHER
<br /> Q ` P P � ° - '- -- --� 2 � � �v �� � SEASONAL PROBLEMS, THE GROUND MUST BE
<br /> L=181 JO' �� � � �' F �1/ER ��_� �, _ _ �- �=.:- -�-82- -� � � ! o� I � �
<br /> R=153.'0' � � T V :tTS. -- � ' \ \ l � COVERED WITH MfJLCH AS DIRECTED 8Y THE CITY
<br /> o � � i P � � - _ - _ � _ _ - - - �"� � � i �n, � � ENGI NEER.
<br /> L�=67°59'S6"�� _- - -
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<br /> S�MN � �� � -� I � '� ;� \ � � � � I � TEMPORARY EROSION CONTROL MEASURES FOR
<br /> RfM--h�r�t' � 4 / `\ ��� � �� - � - � '` � � � e - --- -\ , Q � � '> �� CONSTRUCTION ACTIVITI' MUST BE OPERATIONAL .
<br /> � � �'�� �' � � � '�� _ __ - -�� � � � � � � ��� � i � �� EARTHWORK.OMMENCfMENT OF ANY CLEARtNG OR
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<br /> COE���TtON 183.1 � ; 7
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<br /> CB T-2 W�OIL WATER SEP. -- ---- __ _ • ,� � ARE4 .� � � "_.�. a. .�.,,.� � � � I - � - - -.� � .� c„ �`,� ,'� � ' —�' ROCK CHfCK DAM �
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<br /> If 12" CPP(W)-180.39 (A8) � , ,`�� SI /i� s '" =; �' �
<br /> S STAIR� o CONSTRUCTION
<br /> IE 12' CPP(E)=180.34 (AB) `` ' � � � GAS TU �. � � � � (TO BE REAIOVED) ,�'�-''�, � �� ENFRANCE CZ.I
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<br /> IE 12' CPP(S)=180.39 (AB) �� � � ��' � ; � _ � _ �f�' - �•� ' � � , TO CITY INSPECTOR PRIOR r0 ANY WORK BMITTED - - WHEL WASH
<br /> ` �8 � t '�, CESCL CONTACT INFORMATION MUST BE SU W�
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<br /> � �N ; ° � �,,, ���,._-- ._ � �_ - � � v� � PROTECTfON (TYP.)
<br /> %- — — — — _ _ "' � ' THE 13 ELEMENTS OF TESC BMP
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<br /> �� � � �/ ' � � i , 1 � EiEMENT �1 - MARK CLEARING LIMITS:
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<br /> =5 Q � L-36J7' � \ � i ; I, � ���� I LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. CLEARING LIMITS
<br /> -�`\/� , , �=25.00' �\ � � � '�,, � I � '� cL �
<br /> / � Q d= 4'16'14' ' � � � , L ____�_- � ELEMENT #2 - ESrABLISH CONSTRUCTION ACCESS: O
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<br /> CB T-2 � '_�. � � � \ � ,
<br /> �d - _� ,�--_____` � ; -�- A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN.
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<br /> „ 8�9� � .- �� RiM=187,10' �» �� �� d �� I �,� � _ __ �� �� � LOB�Y �(�; TO � �
<br /> �� ELEMENT #3 - CONTROL FLOW RATES: M MULCH &/OR STRAW MATfING
<br /> E IE=181.�5 (�� PVC N) ,/% � ���`` V ' _- �` rU �t� � U W SHER � �� N i � �n � r FLOW IS MINIMAL.
<br /> �66°55�35�' �� IE=181.30' (`i 2" PVC E) �� � � � _ � � �
<br /> , � � !N LEAD , , � _.._ � «-� � ; i rn �_ ^ /' � ' P
<br /> ' d � ��, - -�, � ���� � ; � � d � �` `�`��` �'� � ��� � =-` <� /� �- ' ���'� , � � � � �� ELEMENT #4 - INSTALL SEDIMENT CONTROLS: � ,
<br /> � SILT FENCE, 1NLET PRDTECTION, MULCH AND INTERCEPTOR SWALES ARE
<br /> .� � �'ti ���/ & CP ? b31' a� � STOP R � � I
<br /> �� P� PI�S�IC COVER
<br /> PROPOSED
<br /> � � I 14 PROPOSED.
<br /> MSE WALL L=53.D7'„ � � �� '�. � � J' '`' �
<br /> FBPr--}$S�B R=66.40' , �- �
<br /> \N88'S7'06"E 8.03' ,, � IGHTP�E/ j _ .-__-
<br /> T�: �-"�-�- G`� �=45'47'37" � CURB CUT � �'rn' <9� � � � CROSSWALK ELEMENT #5 - SrABILIZE SOILS:
<br /> \ , � ' SOIL STABIUZATION IS ACHlEVED BY MULCHING, PLASTIC COVERING AND ��-_� FLOW ARROW (EX.}
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<br /> tiY° � \ \ � ��� � � I � / �Y I � C� �4Sc� ��.r --_ ELEMENT #6 - PROTECT SLOPES:
<br /> �. � � � - '� --� SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND SEEDS.
<br /> �6 __ w �����T�,� 37TH STR�ET i i � i � � �
<br /> WATER � -~----__._ �
<br /> �S�2j� �AULT ----__�, �' -' - _ o, 1 °�'` `�; � � � � � ,�� � ' ', � 3 � ELEMENT #7- PROTECT DRAIN INLETS:
<br /> EASEMENT FOR � o �
<br /> g � - ,� � \ / �B 1458 „ INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS.
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<br /> 98 j, STREET AND SW \��� \� -� �___-____ � i! , - __ ___ __ __ _ .
<br /> � !__�� � -- --
<br /> ,,, DEDlCATED TO � '''---__'u-1w� _ t __ � .--., _ .. � _ _ D OUTLETS
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<br /> ������ ���i � �� � �7'45"E }79 67' � � I ,
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<br /> CIlY OF EVERETT --------_�_�_,,, ��� ' � OUTLET PROTECTIONS ARE PROPOSED
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<br /> ELEMENT#B STABILIZE CHANNELS AN
<br /> - J'�1���, , � �� ���� �ti�� „� �� \ i
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<br /> N83°45'20"E �27 3�' -- - � � CB 1457
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<br /> _ - - ,l,�u,,�,.,_� , � �''� � � ELEMENT f/9 - CONTROL POLLUTANTS:
<br /> MSE WALL � � u, � � ALL VEHICLES, EQUIPMENT AND PErROLEUM PRODUCT
<br /> �Y" �9P=4$yF$ o � ___'__._____.____� U' � STORAGE/DISPERSIN� AREAS WlLL BE INSPECTED REGULARLY TO
<br /> T8�-�8�fic6- � � j DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS
<br /> � � CROSSWALK CB 1459 � ;��. �; AND PREVENT LEAKS OF SPILLS.
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<br /> S�GNAL POLE, L� �' ��� ELEMENT #10 - CONTROL DEW,4TERING:
<br /> ,: ��`
<br /> LIGHTPOLE " o� , �o THERE WILL BE NO DEWATERlNG AS PART OF THIS CONSTRUCTION
<br /> _ _ _ ---- __
<br /> - ----__ . ___ \ :
<br /> __ - --
<br /> PROJECT
<br /> ' �
<br /> -- yYQ ELEMENT #11- MAINTAIN BMP's:
<br /> -- �
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<br /> - - - � ALL rEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED.
<br /> - .
<br /> . __-- - ' �� `" �, � fNLE' H� ELEMENT #12 - MANAGE THE PROJECT.� �
<br /> � � � � RIM=?7f THIS COULD BE ACHIEVED BY MINIMIZING THE EX1"ENT AND DURATION
<br /> m � IE=177.E OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROt THEN
<br /> INLET BASIN 'm SED�MENT CONTROL.
<br /> RIt�7=1�8.76' ' �
<br /> IE=17?.i2' (6" DI NE) �z FORMRUNOFF FROMRROOFS�ND OTHER HARDT SURFACESE��A BMP'S �NS 161�IT E N G 1 N E E R 1 N 6 CO.
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<br /> ' P.O. BOX - 1478
<br /> � � ' EVERETT, WA 98206
<br /> � ��� (425) 303-9363 (425) 303-9362 FAX
<br /> ' --- ---- ---- ------- INFO@INSIGHTENGINEERING.NET
<br /> � 3 AS-BUILTS BRK 02-04-2020
<br /> � 2 CITY 2ND REVIEW BRK i2-07-2018 SITE ADDRESS: 3632 RUCKER AVE
<br /> � EVERETT, W,4 98201
<br /> , 1 CITY 1 ST REVIEW BRK 10-10-2018 TAX ACCOUNT N0.'S: 0045 1 40 1 30 1 700, 00451401302000,
<br /> Know what�s below. ' REV. N0. DESCRIPTION INITIALS DATE 00451501000001, 00451501000000
<br /> CBII before you dig.
<br /> UTILITY CONFLICT NOTE.• � R � PERMIT#PW 1805-050 �
<br /> �`' �t W`�s�r'� NW 1/4, SE 1/4, SEC.30, T.29N.,R.SE., W.M.
<br /> caUTION� �`�� �'�� THE LANDING AT PORT GARDNER
<br /> THE CONTRACTOR SNALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, �� � z�
<br /> DIMENSION, AND DEP7H OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE -
<br /> PLANS OR NOT, BY POTHOLING THE UTIL�TlES AND SURVEYING THE HORIZONTAL ,.a c� DWG FILENAME DESIGNED BY: DATE.• SCALE JOB NO.:
<br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE �p`� 36499 q �
<br /> CALLING UTILIIY LOCATE � i-800-424-5555 POTHOLING ALL UF TNE EXISTING .�f'��;IST�,�4'~� 170891-AB.DWG SPC 03-28-2018 1"=20' 1�-�891
<br /> UTIUTIES Ar LOCATIONS OF NEW UTILIIY CROSSINGS TO PHYSICALLY VERIFY Ss���NAL ��� SNEET
<br /> WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN AS-BUILT
<br /> ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION ANC
<br /> ARE SUBJECr TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACrOR TESC PLAN C2.O
<br /> SHALL CONSULT WITH INSIGHT ENGINEERWG COMPANY TO RESOLVE ALL
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />
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