Laserfiche WebLink
A PORT/ON OF TiyE SE 1/4 OF THE /V W l/4 OF SECT/ON 5, lV1/P. 28N., RN� SE., W.M. <br /> SNOHOMISN COUNTY, W�iSHINGTOIV SELECTFD BMPS �� <br /> l '' . <br /> � � ; i tt� <br /> 7 1 , <br /> ,;P,�;�i'C�i 1.�C. �r` 1 <br /> t-•I ...............�.. _.»..,......._.....___._._.__...._.,..._,____..,_.__..�.�...._...._....�__._. <br /> �� � � � �;J��;,�`"� i � ;�_"�,��"'�`I`u;`r��`'�;,"" � � CL CLEARING LlMITS. INST.4LL PLASTIC CONST. FENCE. FENCE SHALL BE <br /> � { {;�`,,�;.;� � r � :r �; c1, ,�s r,t���1.�;t, � CALL 48 HOURS 3 FEE7' HIGH AND HIGHL Y I/lSIBLE AND �IOT WIRED OR S7"APLED TO TREES � � - - ' <br /> � � r�� rt't p. ,+�(� �t a t ,,-,r c�. r,- { <br /> � � �..,f�U..�� t.,�' � s"�tt� � iV i Jf'��Ctt t;�' 1�l r. � �1���� 4 <br /> ' f � `�� ��'��� A ; � �� � 1 lf�,< ,��,�s ;�;t,� r � �� �, BEFORE YOU DlG <br /> I �:��� � 7r: crrv��-Q--_� SF TEMPORARY SlL T FENCE. SEE DEl'AlL THIS SHEET. � — �— — � � — <br /> 4 � � ' � .....__.` ' �. : . '} 7.i.J� J. �� !.� Y'� �� "`3 <br /> � f f���;t��; .��:� -.r,� ��� ;�, 4 ��� �*� . t W' �� ��}�z�� ;,,�,�Y,� °� ...a;� �s -� ����.�,�.�,; �or .s�-r frto�� � 1-800-553-4344 — – <br /> � � . -�� �� �:� �� �, � �3 sr�a�� c�� � � � �x��� � � �. � ��= y, � 7r.� ,,;� �., <br /> i k � {� :��k i�.-'' S-J _:? ` n i .c..- ,, t;�- G, � <br /> � 4 �� ' .1 ! r .s.. 1� L" ,,, J rl�' � ) . <br /> i ! /f 9 �°`� t ��:.'�-' {'•'i. ���t� `t`,.I �F � ��~ � �r-'"� F d .�__ .-r'� J / � ��..�_ `7-+'�. J. r :�� L nt�, � r� r <br /> ��1j '+� � � �� �..�NG ,�w =� � G7 '�.+L�.�.,,�.=L...�.�.�t..�- r 3` '�.., �... .� ,��, 1-�/ ,�!'"} '� o <br /> � � ���' <br /> � ' '� �� `�°�_t "�, �4 �y°� s� `�,: `� ����N ,.�� �-�, ,� ��'� =',-�� y�; �'� `�, ``° r�, ; {� �� � ��'y �`� `'t .� °'� ���3'�'��'�-�� ��.., , �""�',��� ,� CRS CONSTRUCTION ROAD STABILIZA Tl0/V. SEE DETAIL THIS SHEET. R) <br /> i ; %/� 't , t __�' -aa.w,� � ' � ^ �•.'� �-? V--� d� r.d_._ W. '' It f� i ' i i ' is� � �, \ �. �� <br /> � � � `'/" t ;� I� � �� �. `� , � . 4 � '� . . :�'�. , � �y�{� / f E �- '� ! ti . �`CL ` �, � <br /> � f!} -4 . z4 �y '��.�.. �, ti � ^� � \�.1�1ilS. � i `�+,� a�# �w . <br /> i � � ;./ � l � �� v� i.,,� a 4 '�. �, a; , � �.`` }£_ S,F T T ~�r �°., , °, � � -,, k` �, '� S�. *� � <br /> � � , i� ` �� � , � ��� �� � �� �- -�.. " �,���� �, ` 3,�s:,lo'w�. '�- �"" ��'�"�'�� '� � ��� ��� �� `� `�Q , �'�' `� '�� ��. A '� ,, ��` lP lNLE7' PR07"ECTION. SEE DETAIL THIS SHEET ,� <br /> l [ �� �� � � � � - � �� ��� �.._.---;--.-;t� �,�"� � � � ` '�. � � \ `.� �� A � <br /> � � f E _. � �. � '� � :�� � �' �, � `� / i � � ( .i �; �t ',� ��, `� . ��, p \ <br /> � { � /'i �P x _. �. � ---..'I��, . - �-Q���`� , � ��� � �'. �``• "°�. �,, `�.'�f � '� '� �^ . '� A ` ��� � <br /> ��"'� �� � ��"�"� ����� � ° `� '` ` '`� �' � �� ���'� `' � �` PERMAiVENT SEEDING. SEE DETAIL TH/S SHEET ,O <br /> j � � - � ° � ` - , . <br /> i � j 4 i� p'` ..`� -ry "" . i�� �' �� \..''' `�;. `,. '``• 4 `.,` ,�' `` �4, �,,w ,� `ti ���, � � ��.. `A +,, `\ l�E �� � � P.S <br /> �`� �� ^�' �ti �4` S"�a "�'! �� `` ��� �4; '� ti:� �'a �� � � ��'�,. � ,}',�� `� t t ` �, �`. .� �e � ♦. � � � O � <br /> � ' .'t j `� � ��`r � 2 -. ' t/EG�, '� `^a �. � ° , 1 �` � � .� � '� <br /> �n /'� � ry t \ ...% � <br /> � 1 '�'%i ; � � #--'S�' ` �'' �..._ � .-- �``. � ` � � i t` ,` � , ` \ � \ k! � \ `��� � <br /> �_ ; � t � . -�.� __,L____... _.�:�---�� ,.- ;� °� � �� �'� � , `� � �'•, � : �� `, � MU MUL CH. SEE DETAIL THIS S � <br /> � � <br /> � � �'� '� y���;�f �w�,,.°.�� �..... .r. ._��,�._ � �l� ,, :�� ,,> > `,� `. t �. � �1, �'` 1 1 � `� '� 1 �� '�� �� � HEET . <br /> � � �-;r� t i 1 Y .1- � i � ti �a 1 ` ! � � <br /> /�. ,..� ,� L �< i ' �,�„ .___'�-N---"-""...'._'� �.0 j 1 � > t'_'..... � i c, l 1 ''�� �, � � �, � 1 ` '% � `'� �, � � <br /> I � � ( i ���. � ` `� r,v- '�1 -�;{ �� � ; t t,,��i ..�,- -_-��-'i- r�"+s��JF `C:f('�?�'I I i l���� � `f� t '; `� �, � �`�y � �, `•, l `' `, t ``. ', \ `` \ �l \ '`��ri�� I . UEG PRESER l�E EX/ST/NG I/EGETA T/ON <br /> r . I�'�,� _. � ��t� ; �� ,..-.-r^-'�,-� Y�f� C��!i`1� �� ;�t l�j���I����i, i�� ��. '�, q , � '\ `, • � � .j �1�� L I 1 O <br /> � ;�i 1 / , � \ �/-G�,�'n� 01¢� € i i� ��� � I� - t �! F _ <br /> /t-� C,.�:f � .�� -� � � ��e 4 I� 1-r-i.. 1 1 �ti � i X i �t 1 °� 1 �b c- F, ���.I <br /> ,� � / ` i � ., f ���z - 4 � � ��;r;l # �jE ` �� � 0 ; � i � �.��/�,�Y �� � _ <br /> � �`1 � �� � � � .ti w t�,... �;`r � � � €����_' �" �\ 1` �\ � 1 � ``i \i ` '` ` \ � , \ � � t � � <br /> ��;� 1 f, �� � _ . � �� 0 1 � � '3 ��� � j �" �1 � �� � � �t `� �, � �, �� � � �� ��� ��.���.� � CONSrRUCTiON SE vENCE <br /> ( `�' � ` �� ``t � i �� ,, , '�� , � ;� —I ' , �� , , � '� � ` \ Q GRADING /VOTES y <br /> i w 1� i ' ', \ t'; ` � ,���F `x� <br /> f P:3� � j� ` ti�/i-� ifi t k q � � I � ` 4 j;. , � ��� � � t,� �n :i`Yl�� ys,z,�,,,��:�:::-�,.-m�-.�,>n..=§�a�;.�'� `` �' �� � <br /> t , �E ` 4,�.��,. ` , � "� � <br /> } ,� � �,r,, s: t �1 � �� ; � � �.� � `� <br /> ; ,,F ,, � E ' :.. � �t �;, 3,•,�� s�� �i� I , ,I s , � � � : � � �. SOIL COMPACTION TESTING SH,4LL BE PE <br /> =� � t, � r ,: , .,�� _��: , \. '� t � � �, � � RFORMED � <br /> ��,1 �„� � r�. < 1 l",: ` i � , , t ��{���C��� � 1! (; � a /P t ; � '1 v ', ` � � ' � <br /> � � � ;� t ; ��„ , ___. ._,_ t __._, _i_,.,�,�._�-�-�--;�I { { j , � ', �, �., t \ � � � � 1. PRIOR 1"O ANY COIVSTRUCTION ,4CTIl/ITY, THE COIVTRACTOR SHALL THROUGHOUT THE CONSTRUCTION OF THE ACCESS DRII/E AND <br /> � N..� i � .. ` k ,' t ... ::- _�._ II �� � � \. , <br /> � � , r_� -� �� �°�_ ` ` � � . � . � � � <br /> ::�3 � � . : ` .� . � , �' �� i � � 1 � LlTIES. DENSITY CURI/ES SH.4LL BE SUBMl7?ED 7"O THE <br /> .� > , I, _� ;� , . � j s :� �, \ � �, �,, � \ � •� SCHEDULE AND ATTEND A PRE-CONSTRUCTION CDIVFERENCE WITH UTl <br /> ( s �;� , � ��.. � 1 1 <br /> �;} Q ,.�� . ����``�,��� ? ``�,,,r� sn'• �Y'����� �� � � i�? � '� ; � '�; '� � PUBLIC WORKS DEPARTMENT PRIOR TO PERMITS BEING ISSUED <br /> � �,f, .._ � ,,�< � -$. �}j r ;, :�,�,�,j��,�,�; � � : �p ; � �ti � � `;t . � , .,, �1;� � THE CITY OF E�ERETT INSPECTOR BY PHONING 425-339-7404. <br /> �� i� � �� , E � 4 �� , `� � vEc � �• FOR AIVY ASPECT OF THE PROJECr ALL WORK PERFO <br /> � �� � � � ,�!.. r' � -�.t \ f< ! 7�2:., �,r � i , , , , � <br /> � tj i�.: ,�� '� (.'` `�' ,� s�� i � � �s `t t + ' �4 � i' ` 1 ' °, E' ; �� `4 cp � <br /> RMED <br /> � CJ ' ` � F=��'����; I? '� � � If i � . ° , i � ' � ��� �. ` � ; ` �=��r--��; �� �wa -� 2. INSrALL ORA�IGE PL4STlC CLEARING LlMIT FENCING AS lNDICATED. CL BY THE GEOTECHNICAL ENGINEER Of� TESTING LAB SH,4LL BE <br /> � � ���;:� �' `� r;4�,, t ''� `` ! i �1'. s 2 t 4 4 � ; � � <br /> � . h'?��%, .. v�` 1 ,>+ � 1 , ' � T�s w- rJ,= �r. <br /> REPORTED DIRECTL Y TO THE C1TY PUBLIC WORKS /l�/SP <br /> � E Y <br /> �� Q ' r� ;t � � �.,�� � �E �"� ��� � � �° ��, , r ! , �, , �� � �, � ���`��`� �. �� EcroR <br /> . ., � <br /> �� `�;.. �:..�} �``, ° V ��_ i �` `''� --- �-��I� I I ' � 1 � � ', 1 + `t t '� `� �'�� � � ,� � '� ; � ` � BEFORE CO l/ERING WORK CAN BE CONTINUED BY THE G �.� `�aa o <br /> I = � z ,,... � .._..�._.--�--��< ` , � � �_.- ... i i, ! `, ; � `, ; ; j . :, z, °� `�` �. ` �,. ,3 COIVTRACTOR. DA/LY R Q- � �2 <br /> � � ,,,� : . .;. �_ � ,, ��� '� . n ; �.,�' "' 4 � , � , ; , '� \ , \ � _ _ . CLEAR FOR AND CONSTRUCT THE TEMPORARY CONSTRUCTION EPORTS SHALL BE KEPT BY THE SO/LS o � � <br /> � , �.--.;�� `� � � ' �'. �� '°,, � � �i I �, � ; ' `, �'. '`� '� `�. � r V � � ` . �� �'���. � � � <br /> � � �'°;; h,�'�� N � � ' � � RDAD STABILIZATION 1"0 GRADE, lNl/ESTIGATOR TESl"ER AND SUBMITTED TO 7'HE PUBUC WORKS � s� � � <br /> O � � m� �� � <br /> f � m � i:o�. ��y �, �:��i, � �, ,I, � a I? 1 � p` ° ,� � � � �. �� ';c� �s ��:_� `�� CRS INSPECTOR WITHIN 24 HOURS. � 3 �r � <br /> ��� �� � �� � Mv � � . <br /> � i� ��` � ��•�i I � �,',t �y��� � � { , �{ � ` �`� � � ' \ ti �� <br /> ,�., � E ;� �:� `� '�� `�; � i � � � � � ~ � 't �i� �f E��� GC�� �� e i L ��, �; 6.� �,a '�� `� ����� `� ti �� � �,.� � ��`'��, 4. INST�,4LL ALL SlL 7� FEIVCE. SF � o � � "� ., , <br /> f � �. <br /> jifg O 2, HAUL UNSUITABLE EXCA�ATIONS, SUCH AS ASPHALT AND ~J' �'� �� � g � <br /> } 4 �P'.��. � j :,� �� }' io� +� r �7��}�1� ��. f'��I i {'� '�� � ' �� � '� �' � `' �i l�� �, � ���` � aVE� � � ';! _ � , °L � <br /> � � I COIVCRET'E T'0 AN APPROI/ED W,4STE "� �'� •� <br /> � �` ,_ .-_. _ti..�e ` ��� ! I��I- � ` ' � '., � � � .�` � ' `'' '.�1 � ,. 5. CLE,4R, GRUB, ANO GRADE FOR RDAD ,4/VD UTILITY CORRIDORS. SITE. �(i. � <br /> � ,�!�. � '�,� f Rfi,M > t � ._ � f f CL �1 !I I�_ 'i��� �� , � ,.�,`'-r � � � ' ``, �� 'i�` 1 <br /> ,� r .,! '? ` � l <br /> j � ' : • � ' - ` ' � ' ` `� ' � `� � � � �,1 4���~-, �,� p,io � <br /> i � � i f'/ ti. j I.-'��,( �r� {F;.J� f!, �1 r j CR r` � r � � � � i �' 'i� 4 � ' �'-•..� ���c--Mtc.�`-1"" +, � I3 <br /> � s ,�',�� '. ! 4� � ; �r � �� �� � �""'( � � � ! , �. �� I ; N � '�P , f ; , �; 4� ,��:.��--X-���`���` =E. ���`:,.;�� 3. ALL WORK AND MATERIALS SH,4LL CONFORM TO CITY OF w <br /> � � �'�: ' �� �� ��� � , Y ; + ` ��'`� 1 ! ' i ' ; i • ;, " � �, '`� I�`� '`� � `1 �'�---- 7. CONSTRUCr UTIUTIES & PA�ING PER APPRD ED El/ERETT ST,4NDA <br /> f � .� � � �, �.�w E � _ .� ,,�� , � a . � � � ti , �. �_ � s � � � DESIGN PLANS RDS AND OR WSDOT APWA STANDARD <br /> i � � <br /> i � ,�°�� ��, �` ��, � p t f� �r N �' i � � '� '`�. °�., � { I i , ^ � q `' �` r . � ` -, ',.� ri. +��� , �` �.,_ SPECIFlCA770NS AS APPLICABLE. <br /> �°` � ': 4 '�w:,,: <br /> � � � ;�, ? , �`, �� � "� -- � , l ,J $� � ', -�� � ~�'°��� '�e ; � i � � � � � � � � � ���!+�" ---� •�� ,, � 8. APPL Y MUL CH TD UNCO�ERED AREAS lN ACCORDANCE WITH THE <br /> � � ' � ` . - <br /> � ,�' � t { t � �, � � ,. .�-.y � y. � i 1 j .. '� �:'• , .: ,- � <br /> , , <br /> I __._._-w EROS/ON CONlROL NOl"ES.� <br /> ..h...�-� �� �� i �.�+ ���. ` � .:�, a��f� ._�--�-' t � ��., Ps ' ��� r �__.�_'S,_.'� .;�:` U ��, u- ,� ;� �o � � MULCH DETAIL. MU <br /> `� j � � L, ~ � �� y� �,! �y 1Y <br /> __, ,5C1' � � ,��. ` 4~: � � � + I ti • � `�, •� �4 ` r ,� �89:,� C� �y i `�,�`_.5' C. L/NX Fc/lC;F" <br /> f..,�-----._,.�.._.--� --- �1,�, %,�; �' � ;� `y � .�.� CL � � ``' `� R � � ..` CL�`� •-s, ,� � `r r F ,-i� < , <br /> y i �° �� �'� �'� 1, ALL EN�IRONMENTALLY SENSITII/E AREAS AND THEIR BUFFERS <br /> { a !, l , .,.�-=� � `��~Y � --. • �,. , ` � ��- �.� r,; _ SF �,> � --� �?��'���� � ���- s�-T ��� 9. UPON COMPLET/ON OF THE PROJECT, ALL D/STURBED AREAS <br /> f � ''!� \��� � �� ' � ..:.-,..e.,-+ � f.>i j,�7� � <br /> � , � > � _ -� . , ��-. € .. . , �.: ,� .__._ __.__ l, MUST BE STABILIZED 1N ACCORDAIVCE WITH rHESE PLAIVS AND SH.4LL B FLAGGED FOR E/aSY IDENTIFICATION BEFORE CLF4RlNG <br /> ! '%{ r \. � . , � l � ...,. °ti �''�1 � � 'a �,�,.� ""'�r L 1�„ ;1y �, , _...-,�._- -- ' � i , � � <br /> ` ` `. �!,"'t"-- � � 'E ' I �., r,.,_� . --. -- ---��y"� �� • , �'' t � + APPLICABLE BMP S REMOVED. � S ARE FLqGGEO AND CLEAR/NG <br /> � � � � <br /> � , ,� � TAKES P CE AF7"ER THESE AREA <br /> 20� ._-. , �aG�T sG�r.a- � � , LlMITS ARE APPRO l/ED AN ARE.4 WIDE ENOUGH TO INSTAL L A S1L T <br /> � � ' ( '/� � � �r'� j ,���i. . .r�� ° ,�,. i.�' .�� � N8�'11" t p �..1 ; .... __..._ � PS . <br /> ' � ( ✓',�� ;� 1� ' ' �'ti F-+.� , r=� ;, l,� .,���� �.� r � , � ,� � _ _ ......�_. _��._ ,�.aUt�%r` � �IG,ST Cr�. �i � � FENCE AT THE CLEAR/!VG' UM/TS, <br /> 1 � f , °� 1 ^ •�� � t ; � � r�} � _-- ..._��`� �~ �;��;v,, � BY H,4N0 OR BY MECHANICAL <br /> METHDOS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SH,qLL BE <br /> 1 ','a�^� � _ _._�_._...._w _ ``A_7dT'1!�r1 �;•�o:r � <br /> 4 � ; .,�.� '� �� `'���'.��~^-"�( }�.r"��,�f C?�'� p _'�' 1 � � �`}e !`� �` ��-- � <br /> ' ' � �� � �� �J `���� ' "��`�� �' `��' �-J --��`� � � 7 � REFLAGGED AFTER INSTALL4TlON lF A SILT FENCE lS NOT REQUIRED, <br /> � .� t . � ; _� ..._. �,_�- � <br /> � � =t�' -� THE ARE,4 SH,9LL BE DELINEATED USING AN ORANGE BARRIER. <br /> � � � .� C r r�, y �-_-_ _..._�. _ .-��.___l c: `�h- �a' C�L1i��K <br /> { ..s� `�'� � `�° E � � � f �' t ��,.i'.�'' ��;^!�'E, PIf3' N <br /> , � � <br /> i >k � '�<;'�r��-� ;� r�i'�'�%���f'`,'%� 4t � �f �„�cp. �.i�� <br /> � �`� �,:'`�'!�;��'',;'�'�'�/�i'�i"%-r�`�,!�`� l� �� S � �_ f 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SH,4LL 8E � � <br /> � � a� �'� �l ?� t ' '� AND 1NSPECTEO BY THE PUBLIC o <br /> CONSTRUCTED, OPER,4 TIOIU,4L, <br /> � ` SlL T FENCE FILTER F,4BRlC MATERl,4L lN CONTINUOUS WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBIIVG O � i <br /> 1 � � �� 4 , � ,��,;,;,sy�'r' X�r`"�%;"!,,�4 ;� <br /> t.r, • �� !� ,,1��_=_- ; <br /> � +`� `Y:/ r' s1,0�'�'�'r°a-}���-"°`��' ti �.,,...%`�.�� � Cs4: <br /> t �ti{ j f����t���,r�1` _ OPERATIONS. <br /> PcR CIIY STD. PLN. 2os,4 ROLLS. USE STAPLES OR WIRE RINGS � � � <br /> 4 6 y.. �I/f'"�r s � �" ��, �� R., �'`� Cr n � <br /> �, � < �.� , ,. �� FlL TER FABRIC MA TERl,4 L �� STEEL POSTS A T 6 OC O Q O <br /> l�� � ` � f t� h WIRE MESH SUPPORT FENCE INSPECTlON INVOL�ING B O T H T H E D E l/E L O P E R A N D P U B L I C W O R K S � � <br /> � ��I s�;� �,� �„, �F � 4 � q,, ,��� �� � �'+["' TO ATTACH WIRE. 3. DANGER TREES SHALL BE 1DE�lTIFJED THROUGH A JOINT <br /> , � f �y �5� �j�� \. { t ��Y ) {} µ I�')�n�,4�l�I'.J J/ <br /> 2 X2 X 14 GA W.W.F. � Nor ro sc,acE FOR SIL T FILM FABRICS. INSPECTOR. ND TREES SH,4LL BE REMOI/ED UNTIL PERMISSION lS w Q � � <br /> � � �" '�S ��? � � 1, � xa e.�;, , <br /> � { � �� ;�� � r I( �-7 ��; �i`i � » „ � <br /> � , �'� �'� � f ' Y,� `� ���� >2 - 1 1�2 W,4SHE0 .,,,� <br /> t� <br /> � ���� �; a � ���:� r�' i STAPLES OR WIRE WIRE FABRIC OR EQUAL OBTAINED FROM THE APPROPRIATE PARTIES Q > <br /> � fi i ��°� i��s.,� �'� '' ' 1 '� �` <br /> ROCK OR PEA GRA�EL �S <br /> RINGS (TYPICAL) � ` � <br /> �� +�`� �`` �� 4. WHERE POSSIBLE, NATURAL �EGETATION SH,4LL BE MAINTAIIVED FOR � o �! <br /> l � � /�ti �� �f �.H. <br /> � � �`�� `�' �`�, �� ' , ��� ����/�/� �� EROSION AND SEDIMENT CONTROL. \`//� ( I� <br /> i � r`��;"t;l;�,t.r;�,�ti;' � c:x>`��s � \\\ � � dJ <br /> � .r..�,,......_.._._.. f 'r.�+"' `�� 1 � » � � _ � <br /> � � --'"f �������! �;%x�����-���:c�`�� �r" -�-:;y' 30 5. AS CDNS7'RUCTION PROGRESSES AND SE�1 S0/�/AL CONDITIONS Q � � � <br /> ? �,,.�'""Y� ��-:;���'"'"�'��`�����'���t�� '�`�'� Ei 12" x 8'� TRENCN �i g�oa� o ���oc.°bo q�� c�g�ooc� °�g oag DlCT�1 TE, THE EROSION CONTROL FACIUTIES SH/aLL BE MAINT AI I V E D � � � <br /> ' � �=�`��`�' j NOTES.• � \\ � i \�i� � ���� i AND/OR ALTERED AS REQUlREO TO ENSURE CONT/NU/NG � � <br /> I � o �.��' CLE�I R/NG, GRADIIiIG , „ _ � EROSION/SEDlMEN7" CONTROL. t�, Q <br /> ,-~-�' , � �� I 1. PLACE 1 OF 3/4 1 1/2 WASHED ROCK OR PEA GRA l/EL ON MAINTENANCE OF SlL TA TION BARRIERS V � � <br /> � ���1 � `��i � � � E�osioN coNr�o� BOTH SIDES OF rHE FENCE TO CREATE A BE�EL SH,4PE. 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SH.4LL � n� O � � � <br /> ( � ,>r � S/L7",4TlON BARRIERS SH,4LL BE INSPECTED IMMEDIATELY Af7-ER EACH RAlNF,4LL AND AT LEAST DAILY BE MAINTAINED /N A SATISFAC7"ORY CONDITION UNTIL SUCH TIME v � � � <br /> 1 � DURING �ROLONGED RAlIVFALL. CLOSE A77�ENTlON SH,4LL BE PAID TO THE REP,4/R OF DAM,4GE0 THAT CLEAR/NG AND�OR CONSTRUCT/ON /S COMPLETED, PERM,qNENr � � � � <br /> PL�N 2• F,4BRlC SHALL CO�ER B077�OM OF �2'X8" TRENCH AND EXrEN� rFriC�, ��tD RUNS, A�1D uNDERCU7TING BENEATH FENCE. NECESSARY REPAIRS TO BARRIERS OR ORAI�I,qGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR � � I� <br /> BEYOND THE LlMITS OF THE GRAVEL lN ORDER TO M,4/NT,4/N AN R�P�C�Ai1ENT OF BARR/ERS SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENr DEPOSITS SHOULD BE EROSION HAS PASSED. � o � <br /> SCALE 1 /NCH = 20 FEET EXC�"SS 01/ERL4P OF 2" M//V/MUM AS SHOWN. R�r+i10%D AFTER E,4CH RA/r1F,4LL, THEY MUS7" BE REMO�/ED WHEN THE L�l/EL OF DEPOS/T/ON � <br /> EARTHWORK QUANI7TlES r?�CHcS APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SED�MENT DEPOSITS 7. AT A MlNIMUM, EROSION AND SEDlMENT CONTROL FACILITIES SH.4LL �, � O <br /> 3. SPOIL PILES FROM AD✓,4CENT UTILITY CONSTRUCTlOI�I SHALL NOT R��i1All�t//�/G lN PLACE A�7FR THE FEIVCE BARRIER lS NO LONGER REQUIRED SH,4LL BE REMOI/ED AND BE MAlNT,9/NED MONTHLY, OR FOLLOWING E�1CH RUNOFF-PRODUCING � <br /> CUT = 249 CY BE PLACED AGAINST SILT FENCE. R�P�C�D WITH SOD. STORM, TO ENSURE PROPER OPERATlOIV OF ALL EROSION AND � <br /> T FlL L = 54 C Y SEDIMENT CONTROL FACILITIES. � <br /> 8. APPROI/AL OF THIS PLAN DOES NOT CONSTITUTE AN APPROI/AL OF <br /> GRATE EXCESS FLAP lS TRIMMED DESIGN, SIZE, NOR LOCATION OF PERM,4NENT PIPES, RESTRICTORS, <br /> OR DET'ENl/ON FAC/L/T/ES,� BUT /S AN APPR0�.4L OF EROSIO/V AND <br /> MUL CH SEDIMEIVT CONTROL BMPS ONL Y. <br /> � //VLET PR�JlECT/O/V APPL/CAr/OM RATES AND QU,4L/T% STANOnROS FOR �i1ULCH �iIAT�ER/ALS 9. THE PUBL/C R/GHT-OF-WAY SH,4LL BE KEPT CLEAN. TRACK/NG OF <br /> PER C/7Y OF E�ERETI' MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE <br /> � � STORM WATER MANU,4L <br /> =II III= �p MULCH MATERIALS QUAL(T% PRODUCTS APPLICATlOIV RATcS APPLICArION.• 2-22 BMP E1.15 TO COMPLY WITH THIS CONDITION WILL RESULT lN ALL WORK ON <br /> I I L�,� :;,;- I I �� MU THE SITE BEI�IG STOPPED. <br /> i l �...:,,,:.:�.::::;::�- I I— ,v o r r o s c AC E S T R A W A/R-O R/E O• F R F� F R O M U r I D E S/R A B L� 2'=3" TH/CK,• O <br /> (I II � MULCH MAY BE APPLIED: 10. THE WASNJNGTON STATE C L E A N A/R A C T R E Q U/R E S T H E U S E O F <br /> I I _ I I I= S E E D A N� C O A R S E M A I r R I A L 2-3 B A L E S P E R 1 0 0 0 S F O N DIS T URBED SURFACES THAT WILL REMAIN UNWORKED ALL KNOWN, A�,4/LABLE AND REASONAB <br /> I II OR 2-3 TONS PcR ACRE � LE MEAMS OF CONTROLLING <br /> G E O T E X T I L E F L A P P l�/C H E S ���_ FOR MORE THAN 7 DAYS (2 DAYS lN THE WET SE.4SON�. AlR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY . <br /> WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY <br /> B�TWEEN THE GRA7'E AND I I� I I � �� ON DISTURBED AREAS LEAVE THE SITE, AND INSTALLING AND MAlNT,41 <br /> Tf�E CATCH BASIM LEDGE - �I I I- <br /> 7"H,4 T N E E D C D�E R M E A S U R E S F O R N l/V G R O C K i <br /> Tn SUPPORT 7'HE INSERT: � �) "GULLYWASHER" UNI�ERSAL G'EDTEXTILE W 0 0 0 F/B E R C E L L U L O S E N O G R O�'/T r-/ l r/n/B l T I N G F„C T O R S A P P R O� 2 5-3 0 L B S LESS 1"HAN 30 DAYS. CONSTRUCTION ENTRANCES. CONSTRUCTION �EHICLE TRACKOUT lS A � <br /> PER 1000 S� OR MAJOR SOURCE OF DUST A/VD ANY El//DENCE OF TRACK-OUT CAIV <br /> CATCH BASIN INSEf?T OR APPROI/ED EQUAL � <br /> CONrACT PR/CE-MOON ENTERPR/SES, /MC 1000-1500 L�S PER ACRE AS A CO�ER FOR SEED DUR/NG THE NJET SEASON AND TR/GGER F/NES FROM THE DEPARTMENT OF ECOLOGY OR lHE PUGET <br /> 360-563-6709 FAX.• 360-563-5790 DURIIVG THE HOT SUMMER MONTHS SOUND A!R POLLUTION CONTROL AGENCY. <br /> 11. El/ERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE t <br /> COMPOST ND l/lSIB%� N.�'TcR OR DUST DURIlVG 2" T'rllCK, M/N.,• (APPROX. 100 DURING THE WE7" SEASON ON DISTURBED SLOPES STEEPER END OF THE DAY AND MATERIAL EXCA l/ATED DURING UNDERGROUND � <br /> HANDUNG. �i1/JST 8E PURC�ASED TONS PER ACRE APPROX. 800 TH,4N 3H.•1 V WITH MORE THAN >0 FEET OF �ERTICAL REUEF. UTILITY CONSTRUCTION SHALL BE PL,4CE0 Oh/ THE UPNILL S/DE OF o -�-r <br /> 9. AGGREGATE.• Ballast (W,4SH. DOT Standard Spec. 9-43.9(1�. FROA�1 SUPP/_l�R NITH SOUl7 N,9STE LBS PER Y,4RD� TRENCHES (WHERE CONSISTENT WITH SAFETY AND SPACE <br /> �A�IOL/NG PERM/T CONSIOERAT/ONS). � O � <br /> MAlIVTEMANCE.� � � �` � � <br /> 2. ENTRANCE DIMENSlOIVS.• THE A GGREGA TE LA YER MUST BE / 12, AL L EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DA YS OF z � !� � O <br /> AT LEAST TWEL l/E (�2� l�ICHES 7"HICK. lT MUST EXTEND THE �/ / � MULC H M U S T B E I N S P E C T E D R E G U L 4 R L Y A I V D M O R E M U L C H THE CONS7"RU C T I O N. l F R E S E E D I N G l S N O T P R A C T I C A L D U E T O I— � � ' � <br /> FUL L WIOTH OF THE l/EHICULAR lIVGR ESS AND E G RESS AREA. I P � . CHIPPED SITE A �cR.4Gc S/Z� SHALL BE ��I�ERAL 2" �ill�1/MUM ADDED AS IVEEDED TD MAINTAIN THE SUGGESTED WEATHER OR SEASON,4L PROBLEMS, THE GROUND MUST BE CO!/ERED � � � � > <br /> THE LENGTH OF THE ENTRANCE MUSl' 8E AT' LEAST 100 FEET. O�� / l/EGET,4 TION INCHES THICK�lESS APPLICATION RATE. ALL RIPS OR TEARS lN PLASTIC WITH MULCH AS DIRECTED BY THE CITY ENGINEER. � a j 0 C� � _ <br /> SHEETING SHALL BE REPAIRED. SHEETIMG SHALL BE " c�= M � � <br /> 3. WASHING.• lF CONDITIONS ON THE SITE ARE SUCH TH,4 T Q O . � , CHECKED 7"D EIVSURE lT l S P R O P E R L Y O�c R L A P P E O A I V D �3• rEMPORARY EROSION COIVTROL MEASURES FOR CONSTRUCTION 1� > � � � <br /> MOST OF THE MUD lS NOT REMO�ED FROM �EHICLE TIRES BY �� �� ��� WEIGHTED lN PLACE,• SHEETING SHALL BE RE-LAPPED ACTNITY MUST BE OPERATIONAL PRIOR TO COMMENCEMENT OF ANY � � � C � � <br /> CON7"ACT WITH THE GRA l/EL rHEN THE TIRES MUST BE W,4SHE0 • AND WEIGHTS REPLACED AS NEEDED. CLEARING OR EARTHWORK. N �O <br /> BEFORE �EHICLES ENTER A PUBLIC ROAD, WASH WATER MUSl' � , �r N -� � -� <br /> 14. C/TY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT � � �' �" � <br /> BE CARRIED AWAY FROM THE ENTRANCE TO A SET7ZlNG AREA TO � � / ALL TIMES DURING CONSTRUCTION. DUST CONTROL AND STREET <br /> REMOf/E ANY SEDIMENT. A WASH RACK MAY ALSO BE USED TO CLEANIIVG MUST OCCUR AS DlRECTED BY THE PUBLIC WORKS <br /> MAKE Wf1SHlNG MORE CONVENIENT AND EFFECTII/E AIVD MAY BE PERMAIVENT COl/ER BMP ('r-IYDROSEEDII�tG Gc/�/cr?AL �lOT=S) llti/SPECTOR. <br /> REQUIRED. (12" MIN. THK.) -�.� afe: <br /> „ „ >. CONSTRUCTION ACCEPTANCE.• WILL 2c SUBJ�CT TD � WELL �STABLlSHcO GRD/Jl�/D CO%rR T'r/AT FULFILLS THE REQUIREMENT OF THE APPROI/ED CONS7"RUCTIO�I PLANS. NOTE.� <br /> 4. INSTALLATION.� THE AREA OF THE E�VTRANCE SHOULD BE 4 x6 QUARR% SPA/_l_S 20' � <br /> CLE/-1RED OF ALL �/EGET�1 T/ON, ROOTS AND OTHER � 2. ALL D/SI"URBEO AREAS SUCH AS DET�/�tT/Oh/ �AC//_/TI�S, ROADY/,4 Y BACK-S/_OPc S, E7-C. SH,4L/_ BE SEEDED W/TH A PERENNIAL GROU/VD COl/ER GRASS TD M/N/M/ZE EROS/ON. 7"HE LOCAT/ONS AND DEPTHS OF A/VY UT/UT/ES SHOWN ON �/�/���� <br /> OBJECTlON,4BLE MATERIAL. THE GRA�EL SHALL BE PLACED TO � ,,. � „- , ,-.� � � <br /> GRASS SEEDING WILL BE ODNE USING AN A�PRO%D n/OROSEED�R OR AS OT��r?f//�c APPRD�cO BY THE CITY OF c �ERETT. THESE PLANS ARE BASED ON A SURI/EY BY Ol'HERS. THESE - <br /> THE SPECIFIED DlME/�1SlONS. ANY ORAINAGE FACILITIES REQUIRED UTILITIES ARE SHOWN USING THE BEST lNF O� r70. <br /> BECAUSE OF W/aSHING SHOULD BE CONSTRUCTED ACCORDING TO 3. PREPARA TION OF SURFA CE.• ALL ARcAS TO �c S��D�0 SHr",L� BE CUL 17%",T�D TO THE SA TISF,4 CTION OF TNE Cl TY INSPEC TOR. THIS MA Y BE A CCOMPLISHED B Y DISCING, ORMA TION A l�/-�ILABLE. I ' <br /> MANUFACTURER'S SPECIFICATIONS. CONSrRVCr�oN Ro�o SrABi�izA rioN RAKING, HARROWING OR OrHER ACCEPTABI_� �,fcANS. THE ACTUAL LOCATION A�ID DEPTH MAY DIFFER FROM THOSE <br /> SHOWN. THE CQNTf?ACTOR SHALL HA I/E ALL EXISTING UTILITIES C <br /> , 4. IMMEDIA TEL Y FOLL D�/lNG FlNISH GRAD/h/G, P�R�ifAM�I��T %FGETfi TION (CO/�!S/S71/�!G OF RAP/D, PcRSISTENT ANO LEGUME WlLL BE APPPLIED. MlNIJ U ,r`s8 . ..,,R - f " LOCA7'ED PRIOR TO STARTING ANY WORK. _ <br /> 5. MAINTENANCE.• HE �V L M l N PER C/T/ STD. PLN. 2oa ) ( ,,q� ..,�R At�CRE,1 Z'H(�' LS,�"O -� ; BC ��0�� <br /> r r i r � Y"` ��� � i�� � H ! .��� <br /> COND/T/ON WH/CH PREVENTS TRACK/NG OR FLOW OF MUD ONTO C.�s /NCLUDE THE FOLLON//�1G• 209 ANNUAL, PcRc%//V/A/_ OR r/%BR/D RYE GRASS, 40� CREEP/�lG RcD FESCUE, 409" WH/TE CLOI/ER. HYDROSEED REQU/ � '" " � �` __,I ����; ' <br /> PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE PERIODIC TOP - `- -� - �s�.-`- - ` <br /> ll � _ <br /> j�� �� (�Q�E�CALL l-800-553-4344). THE CONTRACTOR SH,4LL BE SHEEr N�. <br /> „-� ( � `,�RESP�NSIBLE FOR �ERIFYING THE LOCATION (ON PUBLIC OR <br /> DRESSING WITH TWO-INCH STONE, AS CONDITIONS DEMAND, AND /�/OT TO SCALE 5. FERTILIZER.• SHALL BE APPLIED AT 400' PcR �CR� pF 10-20-20 10 /_� ��R 1, 100 SQUARE FEET OR EQUI�ALENT. PER � � s ar� <br /> REPAIR AND/OR CLEANDUT OF ANY STRUCTURES USED TO TRAP M ��;EP�lU,,4;TE•;PROPERTY�, DIMENSION, M,4 TERIAL AND DEPTH OF ALL <br /> SEDlMENT. AL L M,4 TERIAL S SPIL L ED, DROPPED, W,4 SHEO OR �=�ik'�Tl.NG UTIL lTIES WHETHER SHOWN ON THESE PLANS OR N07" <br /> DRAINAGc — <br /> T'RACKED FROM l/EHICLES ONTD RDADW,4Y OR lIVTO STORM s oR � ,aNUA BY POTHD,LING THE UTILITIES AND SURI/EYING THE HORIZONTAL <br /> DRAINS MUST BE REMOI/ED IMMEDI,4TELY. 2— .5 BMP E1.,�5 �$Puauc'NORKS?cRMITI �,���c���jCAL LOCATION PRlOR TO CONSTRUCTION <br /> -�r��-�ar��� --�-� -:4 ��c�NY rONSr UCTIGi��o�� �-, , <br /> r'`"�`` ��� l� '� 'R°'��' � 28050500203100 OF3 SHEET"S <br /> CONDI710i91�� Pc �„-.4� c .,-,ai r r .. <br /> :.�..�..a....:-�..._-:tr.a�_ ._.. fY� � �il� fy,i...r... ._........__ '--- - <br />