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3/4" DIA. SMOOTH <br /> ROUND GALV. BARS EQUALLY * NOTE: LIGHT LOOSE RIPRAP PER <br /> SPACED. BARS SHALL BARS OMITTED ON WSDOT STANDARD SPECIFICATION 8�_�» <br /> BE WELDED TO UPPER DRAWING SECTION 9-13.1(2) <br /> & LOWER BANDS 4" � <br /> 0 0 <br /> � 0�00 ��O p�OQ�aoO � �Qo �� OUa��o Oo�00(���o° � <br /> �000ag o�0og���ooao� o�oo g�°000000�'80�000 0�000 <br /> „ T �o 0o O 0 �Oo°o �000��°�o�o o°�°o go�0�o��'���Oo� <br /> ,� Oo �O o O o 000�� °��o 0 o O <br /> � V�O�o o� ° ��o�OOo°0 ���(�Q��o o°�� PIPE DOWNSPOUT (DS) <br /> MAX. SPACING o0�oq o � oQ°oo�o�'g0000�0��0�o <br /> oo�� �,Oo�jg°DoOo�o��o � o�o o CAST IRON LOCKING „ <br /> „ , , a�00 o�O�Qo�Oo° gjC�Oo�o� o � RING AND COVER 4 DIA. FERNCO BELL <br /> 3/4 DIA. SMOOTH o�oQ� o o aoo o��vooaoo 00000 0o DONUT. INSTALL FLUSH <br /> „ 00 � o o g � 000�� Qo�Oo 4 DIA. PVC CLEANOUT p <br /> ROUND GALV. BARS EQUALL C1e � � �Oo � ��00�Q 00O o � * �� PROVID�pADAP RBFOR Z <br /> SPACED (4 O.C. MAX) o � o Qo 0�0 0 o QOo� PLUG AND CAP (CO) �n - <br /> . PROVIDE O� po�o 0���0 a o o O�o o��o O�p�oO �0000�j 0�o RECTANGULAR DOWNSPOUT CONNECTION'�` <br /> MAINTENANCE Oa��� O��D00o°� ��00�000°o�jC�Oo�Q����o00o0oOU�(� w <br /> O� � � � O� O O� � OO � a . � . '�d , • �y <br /> P LAN oa �7 o0 00 � o 0 0� 00000 �oo ao 0 0 <br /> lL <br /> ACCESS o�O po��o �OO��Q�o g��0oo�o��g ��o�oO��DoO�p � 3,�� CONCRETE . <br /> GALV. UPPER BAND » � � - <br /> d p <br /> � � � � � I . �� . . . . . . . . . ���a o o O o o . �Q o o . o �Q 0 ,0�}q,0Qp 0 gd,(��',$}p g,� . <br /> . . ''n,."'.�° �^� 0 9.,V�° Q.V VbClh°X°��o°p��k�"' 4 <br /> a�t� <br /> SHOWN ON PLANS <br /> FIBER JOINT PAVEMENT OR <br /> CULVERT, AS P�N PACKING, TYP. LANDSCAPING <br /> EMERGENCY *45', 4" DIA <br /> 1 '-6" PVC ELBOW <br /> . OVERFLOW 45' N ;n 3 45' 4" DIA. PVC WYE'�` <br /> ELEV = 13.9 �4" DIA. PVC PIPE <br /> j��1 (LENGTH AS REQ'D.) • » ,� <br /> GALV. LOWER BAND �� I >> 45 4 DIA. PVC ELBOW <br /> , + �-�i <br /> DESIGN WATER ,' . �' '�� 1 `�00 4" DIA. �PVC PIPE (LENGTH <br /> ELEV = 13.4 � ° AS REQ D.) � <br /> •-.---• ' � ,, m <br /> » -; �, � �j�� ,��, * » <br /> TYPE 2 CB 48 � PIPE � 4 DIA. PVC PiPE � <br /> —► � , o <br /> PER COE STD _ � <br /> DWG 404 •—.-• �:�}� �O��O °� o <br /> �O°O Z <br /> o a o a o 0 <br /> . ''—' ( o o�o o� o����0 0�°�� o o�� o�o oQ „ - <br /> � * 6" DIA. PVC SD SLOPE �G C, <br /> �°O° �°O°O�°O°O�°O°O�°O°O r MATCH DIAMETER OF DOWNSPOUT TO STORM SEWER INVERT �����'As Y�' <br /> �� � ------- =---=---=-�--°-- MIN SIZE 4 �a Nr� <br /> NOTE: 1 � __y 24»� � „ ELEVATION 4"x6" PVC REDUCER �` �' <br /> SURROUND STRUCTURE W/ IE-9.50 2 -� <br /> QUARRY SPALLS 4'Wx1 'D ~� GEOTEXTILE-SEPARATION A'A 39428 �'� <br /> ...;. .� . . <br /> ��'�s,RFCISTER���1�'w <br /> :�i .. a' SECTION SIONA� �� <br /> SECTION� . ��3���� <br /> 3 ROOF DRAIN WITH CLEANOUT g <br /> � 1 EMERGENCY OVERFLOW STRUCTURE 2 TYPICAL OUTLET/INLET PROTECTION DETAIL c3.o c3.4 NOT TO SCALE � - <br /> � <br /> C3.0 C3.4 NOT TO SCALE � o <br /> C3.0 C3.4 NOT TO SCALE � � � <br /> � o 0 <br /> � c � <br /> � � � <br /> SURFACE VARIES, SURFACE VARIES, � <br /> SEE PLANS SEE PLANS � � � <br /> FINISH GRADE 3/4" � BAR � W � <br /> TRASH RACK (SMOOTH) W/ENDS � <br /> WELDED T0 BAR <br /> �\.�\��\ �\��\��\,� ��/��/ ���,/.� � FRAME, 4" O.C., <br /> � ��� � ���� � NOTE : (TYP.) <br /> ��// \ STRUCTURAL FILL "� � <br /> � ALL STEEL PARTS MUST BE <br /> \�/ �� STRUCTURAL FILL GALVANIZED AND ASPHALT ' <br /> ��'% � 9"PIPE 9" , COATED AFTER FABRICATION 2"X5" ANCHOR � <br /> O.D. ; (TREATMENT 1 OR BETTER) P�N STRIP WELDED <br /> ,� » <br /> g O D g \� � o0 00��00�000��00�000��000�0 0��00�0000o TO 3/4"� BAR <br /> ��\ � GEOTEXTILE a ��Q���(�'8��8 0 o°gU��gO 8� �o FRAME. <br /> ,,.:... �.... :..:..., i �qP������ / � �i��� �► , <br /> � z . B EDDI NG �\ SEPARATI ON �//�//�//�//�/�//�/ //�//�//�//�//�//�// <br /> cO � � .�: :: : .. � \�i\�i\�i\�i\�i, i\�i\ \�i\�i\�i\�i\�i\�i\� <br /> , � 000000q000000�oo � . <br /> � �. .\'� 8�0��080�8 �, w � ■ _ <br /> � � ���� �:: � � FOUNDATION GRAVEL 12 CRUSHED SURFACING � w <br /> �, �� � ��%\�/\i��� AS DIRECTED BASE COURSE 45• > a�-. <br /> . <br /> -� z z `�\�/���//��//��/i��/���\ p <br /> w � r� PREPARED SUBGRADE <br /> � o <br /> � d- m � <br /> � <br /> � END VIEW ELEVATION Q <br /> �- TYPICAL STORM DRAIN TYPICAL STORM DRAIN TRENCH � <br /> � <br /> " 4 TRENCH SECTION — PLASTIC PIPE 5 SECTION — DUCTILE IRON PIPE 6 GRAVEL PAVING SECTION 7 TRASH RACK DETAIL � o � <br /> � . <br /> � J <br /> 0 <br /> C° - C3.4 NOT TO SCALE <br /> � - C3.4 NOT TO SCALE C3.0 C3.4 NOT TO SCALE <br /> � C3.0 C3.4 NOT TO SCALE QU � <br /> . � <br /> .� � Z <br /> � Q <br /> � PIPE O.D. 18�� O.C, V <br /> jJ U W <br /> 1 ' MIN 1 ' MIN 2„ J OQ � <br /> W <br /> � PIPE O.D. <br /> ' ' �_� �_'' I � P�.A� AP���V�� .. � O <br /> L GALVANIZED BOLTS 1 MIN 1 MIN � . END CAP OR PLUG r I�i , �j; �;� }�'� . � � Z <br /> � 0 . o . _ � - o��E c�.� w <br /> � _ NOTCHED GRADE o CLEAN OUT 2» pU� ��� � C' � <br /> � _- I BOARD 2"x2" » 2" GRADE BOARD � 'E ER05I4N �,��c�.�y�,���.� Y � Q <br /> 6 PERFORATED PIPE ��,�,�������- W Z <br /> •� — - NOTCHES 18" O.C. NOTCHES ,���� � <br /> � m 2"X12" _ I—I ° ° I — I I— a 0 . A LAID FLAT/LEVEL Q � <br /> TYPICAL NOTCH DETAIL IN 2x 12 BOARD A PU9LTC �o� P���� 35 � <br /> � P R ES S U R E z x = p = _ . ����� RcQU3RED PRIOR TO SfARTING � � <br /> °� TYPE A CB WITH SOLID Q <br /> TREATED � � — . I ariv corosr�uc-rio� ow ��a� <br /> � GRADE - _ = TI � '- COVER (LOCKING) aan,��. �p�Ro„�� FeR ,-�,,� <br /> � BOARD - I I I� �u����T ��-���MD �o����� <br /> N � ° � o NOTES: ����� � o�Q��� z� �o�,o��N�� ��� � <br /> � r" M � � — � E—�-- ExwY�Es �b-�--t�ur���s, <br /> � _ , —� 1 . THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT � - P��wrr�o�co��r�ucnora►sas 00 � <br /> � � � � a INFLUENT PIPE POWT DISCHARGE AND/OR EROSION. � � �►�F�� e��"IS�v�°. O <br /> � 4"X4" SUPPORT PO ' I p p 6" PERFORATED PIPE 2. TRENCHES MAY BE PLACED NO CLOSER THAN 10 FEET TO <br /> H <br /> o � . � <br /> i 6" MIN ° _ LAID FLAT ❑o a ONE ANOTHER. , : <br /> � — = CLEAN OUT � � <br /> - FILTER FRBRIC - — 3. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO I <br /> � CLEAN ��(S5% F1NES) � � � FOLLOW CONTOURS OF SITE. / SCALE AS SHOWN � <br /> 0 1 -1/2 TO 3/4 WASHED • <br /> � DES. StiEET NO. <br /> � SECTION A-A RocK PLAN 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS SCALE �N FEET Know what's bGIOW. LKJ <br /> - TO ENSURE GRADE BOARD REMAINS LEVEL, MINIMUM 12.5' °R' PAH <br /> ,� sPAciNc. 4o a 4o ao Call before you dig. °"• HNK C3.q' <br /> N 8 GRAVEL DISPERSION TRENCH ��» F B OF — SHEE'IS <br /> . Q NOTE: I-�----�-I oA,� <br /> MAY 30, 2017 <br /> NOT TO SCALE IF "L" DOES NOT MEASURE 1 " FILE <br /> � C3.4 C3.4 ADJUST SCALES ACCORDINGLY. No. 212016.008 <br /> 0 <br />