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CLEANOUT RING k COVER WITH 2 <br /> �3• 5/B" STAINLESS STEEL CAP (; <br /> SCREWS' EAST JORDAN IRON � <br /> WORKS 366102 OR OLYMPIC � 2924� � � <br /> � FINISHED GRADE � <br /> NOTE; 7 2x4x12' LONG fOUNDRY MHSD/T <br /> PAINt EXPOSED PORTION OF SERVICE SERVICE MARKER <br /> MARKER WRH WHITE PAINT. STENCIL "SEWER" <br /> AND TOTAL LENGTH OF 2x4 USING 2` HIGH a � �12 GA (MIN.) � y 8 � <br /> BLACK LEffERS. LOCATE SERVICE MARKER � WIRE WRAPPED �' � � <br /> AT END OF EACH SERNCE. a w n <br /> FlNISHED GRADE� AROUND FULL w � N <br /> LENGTH OF 2x4 0 Z <br /> ASPHALT PAVEMENT Z � ' <br /> � OR CONCRE7E FRAMt AND GR4TE � W i $ <br /> � <br /> 6" SIDE SEWER � I ? rn GROUT 25 �/2" 2p' � � , � <br /> , s w �1 5/8" O ? � � <br /> " � � � A 2 x <br /> p� 7 <br /> _ � PAVED �A 'l,M 2o,'O' � � ;� o s � <br /> 6" TEE ON GROIfr ER qUIRED �KER � 6" RISER SECTION (� � S � <br /> SEWER MAIN WATERTIGHT CAP � I 4 1/2" � «-F-2 1/4' r; R <br /> D.I.: MJ CAP FINISHED GRPDE 5• �J CAST IRON FRAME r �y <br /> PVC: GASKEfED CAP A � <br /> SEWER MAIN <br /> 45' MAxIMUM SLOPE FRAME SECTION A-A <br /> 2 R MINIMUM SLOPE p 3 . <br /> g 24" DIA. % 6' THICK � a zp' O � � � � m <br /> HAND-PL4CED, COMPACTED CON0. COLLAR <br /> 1� OPENING (ttPICAL) DUCTILE o � s rc w <br /> � 6" WC PIPE GFAVEL H4SE, I , :� 12' RISER 11 SLOTS EACH SIDE IRON GRATE � i � <br /> MECHANICAL PLUG �z= SECTION AT 45 0 <br /> o � <br /> ' �T� z z <br /> 1 INSERT-A-TEE SADDLE FOR CONCREfE PIPE 1-45' BEND � � �r O MATERIAL SHALL CONFORM TO THE a � � i a <br /> "2016 S7ANDARD SPEqFICATIONS FOR o m o 0 <br /> ° � : OD � � <br /> O2 ROMAC SME "CB" SADDLE FOR PVC AND D.I. PIPE _�E � \ 16 ?7• ROAD, BRIDGE AND MUNIqPAL <br /> � " _. � r CONSTRUCTION" PREPARED BY THE p <br /> � WASHINGTON STATE DEPARTMENT OF a <br /> r = J� PREC�S� BwsE SECnoN TRANSPORTATION AND AMERICAN a <br /> � �� UNDISTURBED �— (MFASURE AT TIE TOP PUBLIC WORKS ASSOCIATION, <br /> �L ��� EARTH OF 7HE H�S� O � WASHINGTON STATE CHAPTER. � <br /> M A C H I N E M A D E T A P & � 4<" a <br /> SADDLE CONNECTION TO o . <br /> IXISTING PIPE GRAVEL BACKFILL � � <br /> FOR PIPE BEDDING PAD 1 1/2" x 3/4" x � <br /> NON-PAVED 1/8' THICK, 8 REQUIRED y <br /> z <br /> GRATE � N <br /> NOTE: � � <br /> TO BE USED ON CLEANOUT W <br /> � STANDARD SIDE SEWER ACCESS AT STRUCTURE a <br /> �� CONNECTION TO EXISTING MAIN �z1 STANDARD SIDE SEWER CLEANOUT �1 TYPE 1 CATCH BASIN �a� CATCH BASIN FRAME AND GRATE <br /> - SCALE: NTS - SCALE: NTS - SCALE: NTS - SCALE: NTS 6 <br /> z <br /> n <br /> FINISHED GRADE / \ <br /> � <br /> �x^ y <br /> ow ��J <br /> COMPACTED BP.CKFILL �� � �°a��' <br /> CONSISTING OF E%CAVATED � a 3 � � <br /> MATERIAL, GRAVEL BASE, � pj § � o <br /> OR CDF TO OBTAIN � � � ♦ p ee` y <br /> � TIDEFLEX CHECK VALVE COMPACTION REQUIREMENTS d�`Re 4�'9 _ . . <br /> PER MODIFIED PROCTOR � � pp.� <br /> ASTM D 1557 AND AS <br /> REOUIRED BY PERMITS. � <br /> GROIfr IN PLACE "SPUSH . <br /> COMNNER" CONSISTING OF TYPE 1 <br /> CB, 1'-0° RISER SECTION � � <br /> � CONTRACTOR TO INSTALL , <br /> TYPE 1 CB w/ GROUTE � <br /> IN PLACE SPUISH P'VC OR D.I. PIPE �� � � � � <br /> CONTNNER" CONSISTING <br /> MIN. 2'-0" AIR GAP OF ttPE 1 CB, 1'-0" PEA GRAVEL . `� - <br /> RISER SECTION. SEE 6 <br /> � i � o !y- <br /> _. _ - _� a o F � 2 <br /> " W <br /> �._ ' t� �-t_.y�. „�:yf�y -� (�w�+ ' �.'.rr:+'�/wy�[,-.' . �. FOUNDATION GRAVEL � W V N W <br /> ^ .- , . . :_i. r . � u ..,y. , y AS REOUIRED � F Q� a > <br /> .: " .:a � '��'�` y� VARIES j y 3 � � <br /> . �`,'.. r. �' ti a""�C . <br /> . a„' '.��. , `` � .y, �- W � � o <br /> � '`�g,.� �� �. � ' � - s �� - `t � V`� Y W O � <br /> * .. <br /> � � : <br /> . j -� �� *:' � "� � CONTRACTOR TO DEMO. AND Z W <br /> WASTEHAUL VERTICAL STORM � W � � � <br /> - _ s - - . . ' .. PIPING AND INSTALL NEW TVPE 1 NOTE: ; � i ; <br /> ' � - � � CB. CONNECT STORM PIPE TO <br /> � � I.E. = 499.68 12' DI W J Z � R: <br /> � NEW CB. 1. H4CKFlLL MATERWL AND COMPACTION SHALL BE IN CONFORMANCE WITH <br /> � . SILVER lAl(E WATER AND SEWER DISiFtICT STANDARDS AND/OR COUNTY, fA Q i y � <br /> . � . CRY, STATE PERMIT REQUIREAIENTS. �" <br /> � . 2. PIPES SHALL BE RESTRAINED IN FILL OR PREVIOUSLY DISTURBED MATERIAL ti � <br /> . 3. CLAY OR BEMONITE DAMS SHALL BE WSTALLED ACROSS THE TRENCH AND <br /> TO THE FULL DEPTH OF THE GRANULAR MATERIAL IN ALL AREAS OF STEEP <br /> SLOPES, STREAM CROSSINGS AND WEfLAND TO PREVENT MIGRATION OF <br /> WATER ALONG THE PIPELINE. <br /> SHEEf: G-G <br /> s�OVERFLOW PIPING MODIFICATIONS _�10VERFLOW PIPING MODIFICATIONS �1 TRENCH SECTION �� oF: 6 <br /> - SCALE: Nr5 - SCALE: 1/2"=1�-0' - SCALE: NTS TWO INCHES AT FULL SCALE. JOB NO.: 16439 <br /> IF NOT, SCALE ACCORDINGLY DWG � <br />