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DRAIN CONNECT TO SD <br /> STRUCT. '� ���"`� � <br /> PLANS � PERFORATED MIN. SLOPE MAIN � S=2� <br /> _, „ 0.5� MIN., U.N.O. <br /> � , - — WASHED ROCK (7/8" MIN) <br /> z <br /> � <br /> ;<� ��'� � <br /> r� � � <br /> -;yr �� ���,..,� '��\� ���\� .�f��\`,,, � �� .. � <br /> \ <br /> %/ �`�j �//;f�����j`� ��� ` <br /> ti,.\ 4� .� , e. � /�\�, <br /> ,:�. <br /> � FOOTING DRAIN 2 DOWNSPOUT CONNECTION <br /> :: � <br /> �8 N.T.S. �8 N.T.S. e n v i r o n m e n t a I <br /> WORKS <br /> Community Design Center <br /> 402 15th Avenue East <br /> Seattle,Washington 98112 <br /> 206.329.8300 <br /> 206.329.5494 fax <br /> Everett <br /> PROVIDE RIP RAP AROUND Safe Streets <br /> 6" FREEBOARD EXPOSED CB WALLS TYPE I CATCH BASIN <br /> WITH BEEHIVE GRATE SUppOI"tlVe <br /> PLANTING PER LA <br /> 12"PONDING PLANS � <br /> 3" MULCH LAYER PER WSDOT BOTTOM ELEV. HOUSII�g <br /> STD SPEC 9-14.4(8) PER SHEET C3 <br /> t rSE <br /> RIM ELEV. PER Everett, WA 98203 � <br /> SIDE SLOPE (2:1 MAX.) PER SHEET C6 <br /> GRADING PLANS <br /> `! f� AND DETAILS, (TYP) �::. <br /> ,, � ���r <br /> � <br /> 0 <br /> � <br /> 0 0 <br /> PVC LINER <br /> � �° � - <br /> og `- �� <br /> �V � � o O�� oO� C� O <br /> ° oaooc��ao°oo / � <br /> � � .� �, 417.�0 .� � .� �, �, - <br /> �� � � � � � � 41 50 <br /> � �� � � � � � � � � � � � � � � � <br /> — , <br /> � �, �, �, �, �, .� �, �, .� �, �,—�— �, �, �, �, .� �_ �, �, �, �„ <br /> ��, �� 416.00 � , o . <br /> ,,l � r"� � �v .v � � w � �v � � �✓ � � � � � �� � � � v� �. w <br /> a'or�! 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SCARIF`( .� .� .� �, �, .� � �, �, .,, �- .� .� .� �, .� �, �, � .� �, .� .� — — — — — — — — — — <br /> BIORETENTION PRIOR TO PLACING SOIL ; � � � � � � � � � � J, � � � � � � � � <br /> �L � � � � <br /> SOILMIX r, 417.50 �—�—�-- / - — — — - - - - - - - - - <br /> MIX. � � �, .� �, � .� .� .� �, � �, �, �, �, ��, � .� � �. <br /> (NOTE 2) Y � Z / <br /> 6" MIN. ,�r,1,= 0000aooa o000 0000°00°00° \�''�/'�P ''St���4r 1f"A�, I •L J�' � �L �L Ji � Ji Ji �L � �L — <br /> ��.�.;� �a�o 000000 ooao �, , 417.5 <br /> ��P� � o� o0 0�o ao �o � . . � --- <br /> 0 00°0$0°�08 0°00� �d, v �_ ---- —__ � <br /> 4 DETAIL BLOWUP ADDED <br /> o�o°o o� a o o a � I— % DETAIL NOTES OMITTED <br /> 0000 oao ,, - - - — - - - - - - - - - <br /> 0 0 o a o � _''�';. <br /> � o�° a°aa a ' <br /> �OOpO� 00 00 `�' " <br /> �O O O O � !`,.�'i' <br /> 6" MIN. ° °° °o° ° °°°oa �;�.� ---- - - - — - - - - - — — <br /> °oa000 �000 f <br /> (nP) °°o�o°o°oo�o °`�°o�o� :.��`� � 26 January 2018 <br /> ° � =��='," CB IE PER PLANS <br /> ` �emi�CQrr�c�ioaC4n�tr�ctio�S�t <br /> COS TYPE 26 MINERAL AGGREGATE <br /> MIN. (TYP) _ _ _ _ _ _ _ _ __ Revision� <br /> UNDERDRAINS PER PLANS. SLOPE 28 Jul�r 2017 BId�Permit Submittal <br /> � S=O� — — — — — <br /> 6" PERF UNDERDRAIN � S=0.5% NOTES <br /> 1. SUBMIT PIASTIC LINER SPECIFICATIONS � _ �$�EP 2Q1ZAsid�n�um Cl1 <br /> 2. BIORETENTION SOIL MIX SHALL BE DOE DEFAULT, SECTION V-7.4, 2 - <br /> BMP T7.30, PAGE 974, SWMMWW2014 (DECMBER 2014) _ �CzO�T2Q1ZA�d�nd�,m � <br /> 3 1�QCI 2911 P�rmi�CQrr�ctior� <br /> 4 26 ,lA�21?1� P�rmi�CQrr�ction� . <br /> 3 BIORETENTION TYPICAL SECTION BIORETENTION PLAN <br /> _ _ _ _ _ _ _ _ Drawnb� <br /> �8 N.T.S. SCALE: 1" = 4' <br /> , PL.ANAPPROVED - - — — - - - - - - - -IT <br /> ry _ _ _ _ _ _Checked by�P_M� <br /> ' �'c.�� � ��� � 3 `� - - — — - - - - - - - PA <br /> � <br /> PUB SER 6€S D E � <br /> .� Checked by�Q_C� <br /> ,�> 'f�'"�`� .s�' — — — — — — — — <br /> EROSION pUBLIC WORKS '- <br /> D�PARTMENT Project No. <br /> WATER <br /> < ,� „ �,e�� ,,,,aR� PERMIT � 16-029A <br /> REQUIRED PRIOR TO STARTING — — <br /> S ER ANY CONSTRUCTION OIY 4HYS <br /> PRO]ECT. APPROVAL FOR THIS <br /> �—A PROJECT IS COIdDITIONAL OER <br /> TRAP C CURRENT���TY ST� N�DA RDS AKD <br /> _ _ EXPIRES_�. ?S"��`I UNLESS <br /> PERMIT fOR CON57RUCTION HAS <br /> C , GINEER BEEN ISSUEO. ■. <br /> �� �� <br />