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A PORTION OF THE S 1 /2 OF SECTION 1 & THE N 1/2 OF SECTION 12, T 28 N, R 4 E, WM <br /> 8" PVC SS PIPE <br /> 16" D.I. CL. 50 <br /> CASING PIPE FILL VOID BETWEEN PIPES TOP OF WALL <br /> WITH BLOWN IN SAND *TOP BLOCK FLAT TOP CLEANOUT 2 <br /> STEEL STRAPPING SEAL PIPE ENDS WITH EL. 455.5 RIM 460.7 <br /> � 4' MIN. ALONG PIPE GROUT <br /> 8" IE = 434.33 <br /> , LENGTH 6" IE = 456.70 <br /> PRE-FABRICATED NYLON COATED CASING MAX SLOPE: i> SEE ONSITE SEWER <br /> 2"x2" CEDAR OR SPACERS AS MANUFACTURED BY "CASCADE BAND" 2 j%� ON SHEET 12 <br /> � � � REDWOOD SPACERS OR EQUAL MAY BE USED IN PLACE OF WOOD � � ��%`%�% <br /> FULL LENGTH OF PIPE �\���. � <br /> /�/ �, � � <br /> SPACERS AND STEEL STRAPPWG �/�/ / / <br /> ���/�\/�\�/:�<��/3 <br /> 2.5' (TYP) �/\���\���j�/\,/\��\"'� <br /> P I P E CAS I N G D ETA I L � ,���,������%���,%%�� 6�� PVC 22.5' BEND 0 <br /> � � � �!!���%��/���/����. ���� <br /> ////////////// /�/�//� � <br /> � �\ � �A \•_A/�<�\i�/ <br /> � � `��/���/��/���/��%�`�/�'8'X6" PVC WYE � <br /> 6:1 WALL BATTER ����A��A�����\���'��A�� � <br /> i�// // // //�// /�,// // � <br /> \j�Aj��Aj�A�A/<�y�j�/�A� � � O <br /> / / / / / i / / <br /> � L 449.0 \��A��A��A��A���<�A����A. � <br /> `�/ �/�/i//�//✓;//////�//� � Op <br /> UTILITY PAD AREA ;���������A;�< \ �A �A � <br /> � > , l � CLEANOUT 1 , �>�/��/��%; � <br /> RIM 448.5 j��j��%/��%/��\/j%ij%j�%/ � � Q <br /> � � � 22" X 26" !V�V�V/V�V��<�V�V�V/ � <br /> � N ATI VE B ACK FI LL 8" I E = 431.70 >//A�//A�//A�j/A�jj/:/�A�j/Ay/A � � <br /> � � . � � � � � - ���V��V��V��V��,<���V��V��\ <br /> COMPACTED TO DENSITY � � � 10" X 12" EX. SIDEWALK 2� � `�/��/��/��/��/��`�/��/��/� 12" MIN. COMPACTED DEPTH "' <br /> OF ADJACENT SOIL � � �� ���/ /����%/�/����� � W <br /> � � � � ���������� ������� <br /> � I �//�/�//�//�/ i,�//�//�/ � ANGULAR CRUSHED ROCK PAD <br /> C�� � � � ,, � v v � v , � �� -` v� (� (� � <br /> � , ��i�i�i i �i`�i �i ii� ✓i��i�ii�ii`�i� !� i �i��i <br /> � � � �� i� � �i�i�i�i,i�%i�i�. ,<�i�i�i�i �� �<i�i i <br /> ,�����������������;;������������., ���,,, ����j��������� (n � <br /> ii✓ ii ���.� iiii , ,, ����ii�ii � _► <br /> SOIL-CEMENT MIX // /, <br /> � PLACED AS DIRECTED � � � � 0 /�/ / /�/ / �. / / / /,� � ��/ ; // // // // � � Q � <br /> / / /�/ / / % / /�/ l / _ W <br /> � A \ \�vA ��VAVA�V� VAVA ���\ \. VAVA.VA <br /> � ��//�//�//�//�%/�/;�%//�//�//�//�i. ��/ />/�/�/�/�/ J <br /> �j�j\/�\/�\�j�\/��\� \� \� �� � � � � � � � � \���.\��\.�\ �\ �\ J <br /> B Y EN GI N EER . . � � %\�/\�%��/�!/��/��'�i��%��%��%���/\��/\�/%�/%��%��/\��%��%��%�///////////j///��//,//✓/�//�//�// {— O W <br /> \ \ \ \ \ \ � `� V� V� \•VA�A �A.�A�� �A � �A�A� V� � A�V� \���,V�/��/�����,/ <br /> „ . . g � 6 ��4�� j�//��/j��/j�/��/j���j�/j�//j�/j�/j�/j�/j�//��/j�/j�//`�//�///�/j�/j�/j�//��//��/�,//�/j�i,.�T��� CASI NG CEN TERED U NDER WALL W <br /> 12 M I N a � � � Q ��/��/��/��/��%�i��i��%��%��%�%�%��%��%��%�%��%��%��%`%���/��%��%�% i i���� � � m <br /> �- � � <br /> a 2,�PVC OR ABS F � � ��j��j��j���/�j�/��!�i���������j/���//��/��//��/���//��//���//���//�����//���/���/���/���/.�,�/���/������T��N�/ 5' FROM WALL FACE EACH SIDE � M <br /> GRAVITY OR PRESSURE PIPE � DRAIN PIPE � � � � � ��� � ����� ���� �� �� �� �� �� �� �� �� �� ������� �� �� �� �� <br /> � � � °� ��A��A��A��A���\��V���V���V��V�����V��V��V��V��V��V��V��V��V��V��V��V��V��� ����V����V���� � � <br /> � v� o � � � � � �j�//�//�//�//�i��'j�/��/��/��/`�/��/��/��/�//�//�//�//�/j�//�//�//�//�j/ //�//�//�//�// �- <br /> , (2 PLACES) � _ � �� �� ��� �A ��-�� ��/��/��/����A/�A/�A/��/��/����V/V��V�����������������'�����������V�� � M <br /> n � � � 8'� PVC 45' BEND��/��/��/��/���%%���%�/�/�/�/�/�/�/�/�%�/�/�/�%�/�/ / /�?/�/�/�//�/ � <br /> p p . � � � 1 1�2" �\��j��j��j��j���j���j���j������j�/��j��j���j���j���j���j���j��A/��A���A������A���\�`�'���V���V���V��\ X <br /> 12"MIN� � i� � � / / � ,,� / / / / / / / / / / / / / //, / // // //%>//�//�//�//� � O <br /> l_� 1" � CU T-IN CLEAN OU T �\����\/�\/��\�\/�\j�\��\����\��\��\��\��\���\��\���� ��\��\��\�� �'�;�\�����\� <br /> i ii �� /�/ / / �/ �/ �/ �/ �/ �/ �/ �/ �/`�' �/��/`��`�/��/ i �/i:�%�VC 45' BEND � <br /> NOTES: � � � � ,� �/ �. ,� � <br /> �A��� A-�� �A��A��A��\���A��A��A��A�V��A��A�'���A�V�����A��� '�- �A,�� �� � � m <br /> 1\ \ \/ /\�\/\�\�\/\�\y\/\/\ �\ \ \ , /�/\/\ <br /> J $� �����.���;��������������V��V��V�/.��/��/��/./ /i. /�.�/,�/�/i.//���:, ,��������� <br /> 1. SOIL CEMENT BLOCKS PLACED OVER AND AROUND PIPE. TAMPED f -I� 20" X 24" � '�/����%�/�\�\���\��\> - - ��- - � %�/��i��'�\��\� � <br /> =�< �����'��EX 8 SS NEW 8 SS � �����j O <br /> INTO PLACE BEFORE PLACING BACKFILL. USE 10% CEMENT WITH �-� - - - - ��%�� `�� � -.- - - -� ���/ /' ' Q � <br /> SECTION A-A 9 0% N A T I V E S O I L A N D W A T E R T O S U I T T O F O R M A D R Y M I X T H A T � � � S E C T I O N V I E W � - - - - �r���VA/����j��j�y�/�A/�j�Aj�Aj�Aj�A/�j�A/�A/��\j��j�A��� $�� PVC CAP <br /> <,/ / /././ / / / / / / / / / / / / / !� <br /> ��A��A��������A/�/��/��/��/�/��/��/��/��/��/��i�/ <br /> � � WILL HOLD ITS SHAPE WHEN MOLDED INTO A BALL `���/��/j�/j��//���i�/j/j��//��/j�/j�/j��/j�/j�/%� � 8"X8° PVC WYE <br /> ' � � ��\��\�li\�/i\�/�\�/�\�/%�/�\/��\ � - � <br /> 2. SOIL CEMENT BLOCK MINIMUN SPACING REQUIREMENTS: i�/� <br /> 20% TO 35% GRADE - 36 FT MAX CENTER TO CENTER � � 2 5� <br /> 35� TO 50� GRADE - 24 FT MAX CENTER TO CENTER a � <br /> -__.__ A 50% OR MORE - 16 FT MAX CENTER TO CENTER <br /> PLRN VIEW �----5' <br /> 2.5' �� � <br /> �,,���:` <br /> . . . DETAIL - BEEHIVE GRATE ECOLOGY BLOCK WALL DETAIL �`� � ..�.µ, � <br /> GRAVI TY OR P � � �� <br /> RESSURE PIpE NOT TO SCALE � <br /> . Q <br /> -- __ : . . 12��M�N REF: OLYMPIC FOUNDARY PART N0. SM60BH �` � <br /> .a� — - �; � <br /> --°- __Q .° �' " �' <br /> - ---_ _=a_- � �. _�,� <br /> 2"PVC OR ABS 12"MW <br /> DRAIN PIPE <br /> (2 PLACES) GRANULAR PIPE <br /> BEDDING <br /> 24" DIA ACCESS <br /> /� WITH LADDER <br /> 18"SD OU T Z N <br /> DETAI L - PI PE ANCHOR T� �B #3 54��� CB TYPE 2 - � <br /> C.O.E. STD DWG 405 � V� � o <br /> SCALE: NONE Z W � oNp rn <br /> Q � � <br /> > � � <br /> 18"DIA RESTRICTOR ASSY 18"SD IN > a � � N <br /> C.O.E. STD DWG 416 <br /> � FROM BASIN (� � � N <br /> 0 Q � � � <br /> ROUND SOLID LOCKING COVER � � �� � �' <br /> C.O.E. STD DWG 611 L � � <br /> ELEV=435.5 � N � > a- <br /> POLYPROPYLENE STEPS <br /> a � w <br /> PER C.O.E. STD DWG 609 PLAN SDMH #3 Z � <br /> RISER OVERFLOW ELEV=434.0 Q a r- <br /> 3 ORIFICE (#3) Q � <br /> � PER C.O.E. STD DWG 416 <br /> ORIFICE INVERT ELEV = 431.90 <br /> w PIPE SUPPORT (TYP�: 3"x0.90 n ORIFICE DIA = 2.5" <br /> • � GAGE BOLTED OR IMBEDDED 2" IN � <br /> �� WALL AT MAX. 3' SPACING. REVISIONS: APPD. <br /> � SECONDARY ORIFICE 2 <br /> a <br /> X 18"DIA RESTRICTOR ASSY PER C.O.E. STD DWG 416 <br /> c� C.O.E. STD DWG 415 <br /> ORIFICE INVERT ELEV = 431.00 <br /> � & 416 ORIFICE DIA = 1.8" <br /> m <br /> d <br /> � 54"� CB TYPE 2 CLEANOUT LIFT GATE <br /> W C.O.E. STD DWG 405 C.O.E. STD DWG 416 <br /> � <br /> � <br /> w <br /> w <br /> � 18"SD OUT 18"SD W <br /> W TO CB #4 FROM BASIN <br /> , <br /> 0 <br /> Q _ <br /> o IE=428.98 N� IE=428.98 18" DIA <br /> o DATE: AUGUST, 2017 ' <br /> `� 3 8" MIN GAP BETWEEN STRAPS <br /> DESIGN: JNM <br /> o N� -� '� DRAWN: CD <br /> a RESTRICTOR PLATE <br /> CHECKED: <br /> o W/ 3.1"� ORIFICE (N0. 1) ATTACH STRAINER TO N-12 OPEN TOP 4-9"xl"x12 GA GALV STRAPS REVISION <br /> � INSTALL REMOVABLE GALV WIRE WITH #6x1" SHEET METAL TACK WELD TO WIRE MESH NUMBER: <br /> � DEBRIS BASKET W/ ORFICE LESS SCREWS (2 PER STRAP) 1"x1"x16 GA GALV WIRE MESH <br /> a 0.50" DIA (SEE DETAIL THIS SHEET) ELEVATION - - SCALE: <br /> �� TACK WELD WIRE MESH � P � A�����/EL� <br /> � TO BOTTOM PLATE f PROJECT NUMBER: <br /> � <br /> L � � $ Z3 l� <br /> �� SOLID 12 GA GALV `. pU . �g � � " UGDXO003 <br /> m m D ETAI L - S D M H #3 TYP E 2 54"� BOTTOM PLATE � ,� � �� � <br /> , �� � <br /> � W/ FLOW RE�STRI�CTOR DETAIL - ORIFICE STRAINER � � � �����°n p����'�'�'�'�� oRAW�N� F��E: � <br /> D�PAR�M�t4i7' <br /> NOT TO SCALE '�'�"�� EC-010-IB-UGDX0003_FEDEX.dw <br /> ¢� NO SCALE � 9 <br /> , r� � A PU�!$C W031KS PERfdIT d5 <br /> , O� <br /> � _—_ ----- REQUYStED PRIO�7Q AR <br /> ti � <br /> o N CALL ' s�� � a:�o�ecr�u co orriora��. s��R <br /> N� aao�ecr. ��ovn�. �oq T�� SHEET NO. <br /> N M 2 BUSINESS DAYS . . <br /> 7`RA�i=3t: CURri�R1T CIfY dtlDAttOS�C�D <br /> °°`� BEFORE YOU DIG ���� 88�MIS5�0,2�ZQ Ru�l�s _ <br /> ,� PEStM1T FOR COPfSTRUCfION HAS <br /> C�Y'Y � <br /> , �� FOR UTILITY LOCATE <br /> o� 1-800-424-5555 <br /> oF 12 <br /> o > . <br /> _ � <br /> �.� <br />