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<br /> CC�N
<br /> STRUCTION NOTE
<br /> S AND DETAILS
<br /> �
<br /> SEAWAY CENTER
<br /> 3° COMPACTED DEPTH
<br /> HMA PAVEMENT
<br /> �` 6" COMPACTED DEPTH CRUSHED '��`���� �-{
<br /> Cs�i.� n��.art�i�,i. ROCK TOP COURSE
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<br /> ��� , �f,�-'�� PER GEOTECH RECOMMEND 10 y
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<br /> �,� �, ASPHALT PAVE 1 � .� -
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<br /> ���,����T.��� 2 �� 6" AGGREGATE BASE COURSE - ��C� 51�� ����������� TEMPC?RARY SEC�ItUIEf�T GflNTRC7L
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<br /> �# INLET G_RAV�L A�ID FILTER FABRI�
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<br /> �B� tNTERCERTC�R SWALE
<br /> COMPACTED SUBGRADE
<br /> e _� �-� � (ON-SITE ONLY) �{% oc� c�E�� ca��s �jt���o� 1 � , :_.�I�Y t�� �vE�ET7' ����o�,���r ������r��r ��_��/20��
<br /> , � 5-�1-2011 a�; �tF E'V�RETT TE��1����A.Ft���' IE��TEF���;r_. �._'T�.,��' S/li/2011 CITY CIF EVERETT R CONTRO� �N�ET
<br /> ��.% Crr.,.��. �` 1��;e.
<br /> � � `-' CITY OF EV�I�ETT r,,.,,_; '% CITY r�,��t�.; �`: "
<br /> P�t�.1�LIG W4ftKS
<br /> ���s�Ruc�riot� �����,��� TYPICAL CONCRETE PAVEMENT SECTION _ Ru��i,� woR�s � �'VERETT cRa,v�� & w��� ��s� �i�.�rE� � 1 t�
<br /> RO�K PAD �v���rr PUBL1� Wt)RKS ,�. 1 ._ „r , �v�R�rr dEPARTMENT ��� D�EP,A�RTMEhIT :- , s,J, �,,�,.
<br /> PUBL1� WORKS ��I����; ���r �_���µ.��'�� �a� ,�-' --
<br /> EVERETT DEPARTMENT 2�1 i:r �►E�Ar�Tn�EHT ,�_,E `,t:F �W, . FOR LOADING DOCK AREAS -
<br /> nr� ���t�.�E :� . �����
<br /> �� r� ,r�� ':t.� s',y,�� �
<br /> NOT TO SCALE
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<br /> C5
<br /> �,RE F�B���-�,� GEOTECHNICAL RECOMMENDED TESC 6MP'S ' y � _
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<br /> Si < �„ �
<br /> NEWLY GF2t��7�C}Cl�2 �.�. _.��� = n
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<br /> 4'X4'X18" ' � d
<br /> SL�FE_. .� a °a a b a � " •
<br /> ���7������i� a CONC. PAD � .,_.
<br /> ��--- 1. LIMIT SITE CLEARING AND GRADING ACTIVITIES TO THE RELATIVELY DRY I ' .`� f " '�� �
<br /> ,. . ; -
<br /> n�RTE�sr��-a -- . � _ °° , 36" � CMP PERFORATED MONTHS (TYPICALLY MAY THROUGH SEPTEMBER). �
<br /> i ` , �� jr�.._
<br /> , . �_ _
<br /> v� � OUT�ET ° STANDPIPE � • � • d
<br /> �� ;� ,�_ 2. LIMIT DISTURBANCE TO AREAS WHERE CONSTRUCTION IS IMMINENT. ; �T � �
<br /> , �� �. . �:.
<br /> f � , .� ,a ' a � a . . e -
<br /> - 3. LOCATE TEMPORARY STOCKPiLES OF ExCAVATED SOiLS NO CLOSER THAN ����G-r��L����-�.--��_ ��vE�s�s�c���To or�a.irv�s��rvaT�s� , � J �' , � , � - , . .r
<br /> , -- / : .
<br /> � � 0'�-10", TEN FEET FROM THE CREST OF THE SLOPE. ` ' � ` � � �
<br /> ,.
<br /> � "--.. - --- D��ti C�7 � � -
<br /> . ,
<br /> . , .
<br /> Q ° 31'-50' (TYP) ' ' ' '
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<br /> a .-._�_-.__
<br /> . - ° � d . . d . � � • ' .
<br /> 4. PROVIDE TEMPORARY COVER FOR CUT SLOPES AND S01� STOCKPILES ' '` � � °
<br /> _: _ _� - .--��-�-�-�T�~-- � � - c�
<br /> �-- --"�� PLAN DURING PERIODS OF INACTIVITY. TEMPORARY COVER AAAY CONSIST OF )`�� --'� --�./£`�'`r # ¢ �► � °'°�'°�'�°��°°o'�"�#�`°�°"°�°`"�`����`
<br /> i3ACKl•ILL ABVCt m a r' `�� ` a a o a o o n o c+ cs o 0 o a ct a o o a o a a a t� a a
<br /> �����a���� DURABLE PLASTIC SHEETING THAT IS SECURELY ANCHORED TO THE a 1.--'`' � °c°c°o°a°o°a°o°u'Do°o°a°o°o°o°o°o�o°o°d° '� ° ° � ° °
<br /> ;- �(e1� ,�'� '�,,�T crQa o a o a o o ra a � _
<br /> � � ; 3 6" 0 C M P P E R F. G R O U N D S U R F A C E O R S T R A W M U L CH. t �--'' � ' �l f� `R° � �`�� _ '
<br /> OVERFLOW STANOPIPE
<br /> � - ��t��aF �`-��► Z. ���-----f ;
<br /> � ELEV. 423.0 5. ESTABLISH PERMANENT COVER OVER EXPOSED AREAS THAT WILL NOT BE ��� NE'dU SLOPE �.-- ���--�� A � ��" '::E_ PJi1�TE '��,
<br /> `�� �� Y ING IN -'' r_�
<br /> � � � 1" 0, TYP. AT 10 0-C DISTURBED FOR A PERIOD OF 30 DAYS OR MORE B SEED g ����
<br /> �..w�.. ? CONJUNCTION WITH A MULCH COVER OR APPROPRIATE HYDROSEEDING. /� /� �, .<--�.., � ^ � '
<br /> � � � o � � 1 0 P E R R O W T O P O F S E D I M E N T S T O R A G E -
<br /> r �`' EXISTih�-. '1��i-'"�-'' �
<br /> � S�C��'E TOE `', " �-°6'--� t` I
<br /> � i,� � TOTAL 40 PERF. = 419.0 1I,,,,�T ��` .� �-�- �`�i�'-i:Ai �R�c��t��ESUBDRAON FHSEE Ac:a� ;
<br /> [ � � ��i\ o ° ° ° ��11��\1 ` .
<br /> U '�� � 2"-4 WASHED ROCK � MIN. 18" DEAD STORAGE FOR � --''� ---�"``�� '
<br /> GRAVEL CONE _.r---- ca�a��rior��Ar��or�a�car�ua
<br /> ����.��� �� 4„ � N SEDIMENTATION TRAP t. INSTALL A SILT FENCE ALONG SITE MARGINS AND DOWNSLOPE OF AREAS -"�` � �� ""'' '
<br /> THAT WILL BE DISTURBED. THE SILT FENCE SHOULD BE IN PLACE �` A� `��� g�����U�'��� � � �
<br /> ---- ' ��z��N is���o���� T�'��F !�:.��,� 'v�E��v�Ti�:�t�����1
<br /> ,�!/.��/,��/��/. /��/.��/���/��/��/,��/.��/,��/.��/��/,��/.��/,��/�.,�!/; BEFORE CLEARING AND GRADING IS INITIATED. �`���"�"` �'�
<br /> -KEYINAY ANO ORA{N
<br /> F`lL�YrR f��A6Rl�MA1��E2lf,L
<br /> nn�RnFi�e�x oc� WELD ALL �� � POND BOTTOM EL.=417.25 (sE�No�� 11
<br /> q _� . ,,/ /-�-�j -j-�,- 2. INTERCEPT SURFACE WATER FLOW AND ROUTE THE F�OW AWAY FROM THE
<br /> E�t�ivAt��� ,,�,,f������;� �-.- z"xa�x�:•�.a,u�:� AROUND � ��/�%����� SLOPE TO A STABILIZED DISCHARGE POINT, SURFACE WATER A+IUST NOT
<br /> -, ,,�-- ����c���;�ira��.a�r��c 4'-0" X 4'-0" ��„
<br /> ' �' 3`��P�CA�.� �'��� IE-417.25 CONC. PAD DISCHARGE AT THE TOP OR ONTO THE FACE OF THE STEEP SLOPE.
<br /> ���, �.�`�� S� j lJpi�(�i.�ir`�'v�
<br /> �`�� =� � `� � ELEVATION 3. PROYIDE ON-SITE SEDIMENT RETENTION FOR COLLECTED RUNOFF. _.. ____ __..___ ____..._ _._______.___ _.---._---. ----------
<br /> r NUT Tt� SCALE ���-���`�
<br /> " �'� THE CONTRACTOR SHALL PERFORM DAILY REVIEW AND MAINTENANCE OF ALL � i r�'�Rr��: ,t��t� �� Tk��� i� ��tJE a,raC� �_��Cr� �:t�C� �E"u�Et�� �taf,:��� ii
<br /> EROSION AND SEDIMENTATION CONTROI MEASURES AT THE SITE.
<br /> t�uA�k�Y' .�C��rdT� St�ALL �E �'�4C:EG C�t�; �r Ff:,i:�� c:.EI�TERS C1!J�4�Y ,�.�r�JT" ,:�>,l.iW F� �," i- ,�'?".
<br /> NOTES: ` �� a�
<br /> INt � HA N i5TC7�6'(31f�ME7cR PERFC�RAT�D PVC PtRE FN'�lELQPED Th1�,'I1 �wi.;ItdT�; °�I�r°i�L. k�`Y: F��:;t�i r �.._),.l?*.�'EPJ� `( t x ;;k`i EASIP`l�. I��tLET: A:h1L1 ,"�T F`6?IPJ i�-� V.l?F TrAP�iCiEl'�dl.F �i('i o
<br /> � i} DKAcuSf�OF��AS EC?3r4»MPi�1�5 CJF:AINAGE liRAi.+�l_ c,
<br /> �T�[��Ta. �Llk�``( �',�.J�r C�F'ir�Y'r'AY" RE1'U1<3!° t����" ha�.��r� �F'At��fJG �§-Ih`l.� B£ :�C) �T. �'RE-Ck4i:iLCsEi"+. .1t7N� Fit��ER
<br /> St�Al.t_ i�� -3�r�?" a�dLL)L A.�dC� +:;UC°d�C)2�h�1 , �.�+�i Tr` �,���C�Pd "�.dx!1�_
<br /> � � 2;i (�A'� - TC}PSt71L a"iE{�iCJ1,�AL TNICKhFESS BET1�:�EEPt KEYWAY�ND�BENCFiE5 �S. 6�LL .��i3T'JT.. 1!`161�� E#>� �.:���?I`� i+,C�G+� �CtC:>��:i, - - -
<br /> TEMP4RARY SEDIMENT POND P�N aPPRovE� --
<br /> v 4 (Bi - VE(tT1�A�ELEVA(IUN DIFfEREhCr f3ET'NEEN TC.ii�i�F iC�W�I�E�EiJ�F�6 S. i,:�Mtxt;E'E �E^I.AI�':„, ��: i;(���(41Arl�R�Ir�L MIX +'�5 f.�ALL�C� t`1�.�T I�(J 1Na'4�C1T `_,T:J aF'C�`;.
<br /> �
<br /> � � � � BACKCUI"Af�.'Ll UPP�R E3ENCM ELEVA�FIC)N. .:- i�i�j�,. ^`rt-�(7 �•�;Flh4'. F.�A'i� FE l:'�EC� C'r�3 .._J��"�C� �.. �'`�l�.,�d�ti.
<br /> OUTLET CONTROL STRUCTURE � �- -� ' �, �;>� S�s;��
<br /> �7. FIS��EL F h�I�.� h�,4t�LTEi�T �'.�'sE� �T�1 TAI*.4, �i .�. �_ i t . L�
<br /> `� �
<br /> y � PUBLICfR11iCN DA 3) RECOMt�;�hIUED PRiO�t ffl ES7A8Li SHh4ENT CJF PERMANENT ERC�SiON CQNTFtQL
<br /> NOT TO SCALE �,, .� ��EA5uFt�s ear�a s��`���tai�AGE J1�M .� �L k�E F���C��t €6fv�`at-�_
<br /> DRAINAGE EROSION PUBLICWORKS �. T�E ��1�` �EC� i��-;R��s �h?ALL �� S�'f�A'YCi�� 'a'�ITW r TFd.+�dy�'w.�.�f�'t { wltilN+,� tvC`�i�-' ,�.f�a�+ �11�dC) �.;`�EF?� � Es`�f
<br /> ( I � � � � � � DEPARTMENT G�NERAL3ZEC} SLOPE FIl�L DETAlL u''��E�"�� `�,- �'��E� �'� Pi-��'��` �'������� « °��� �vEr�7 c�F r���r� c�� ��r��� �rvs�ai7�,e�� ��v�,���;��. �
<br /> T�CCa � ��ir,�-� Ta�r :��;�i_�. �� � r�ir�i�,�.;ti� s.-:;F ��� ���.��s. -
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