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HomeMy WebLinkAboutWTR2703131.6SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M. 1� z Z 2 C/-) (^^ E Q W ...: a-w 00 0 .`_ 44ZGo •C oo pE E4 a ►�'� Lei H w z as L ) \v► C C � v€ •:3 m mE q, �i CC °' vm a� m 6 z PLAN SCALE: 1" = 20' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. w Q 0 W Z p t- Q V) o I 0 Qf ! W z J O — I J 8" WATER ! 12" STORM � I I UJ 3 -- — a - --- - -_- / I 6 STORM \ TIGHTLINE a w o' w f �_ w V ---- _r p o•- v 2 PVMT. j I M --- 1 .6't 5'I STA. 73+ SSMIH NO. 7, 60" VMT. W/FAILL RESTRAINT RIM = 237.02 G• 13 I.E. __ 2 2-.&& (IN)zox 3 _ - - 275.2 LF 8" PVC - I = - -zc 3 SS ®-t-dSJlo l09% 28$: LF 15 PVC SS •6:5@% EX. 8" WATER " & 236.6 LF 24 STL. CASING 394 LF 16" C905 ------------ ---442�.-6�LF ------- - _ _----- - SS —_--_ sz•y 0 15" PVC � Ss 0� - I 71 00 SSMH NO. 548" RIM = 210.i;&4, / 72 00 73 00 I.E. = 2444G (IN)201• V ! I.E. _ 2.•88 (OUT)2 -94/ f -- -r--- l --- --- - --- - - --- - -- w�.si-�13 —t? -t I PROFILE - ALONG PIPE SCALE: 1" = 20' (H.), 1" = 5' (V.) CHECKED FOR COMPLIANCE CITY STANDARDS Date. is-O r Date oauv G Date ► 'to 0 RECOMMENDED FOR APPROVAL BY BY BY FlNtSHED GRAM TYPE 230 FRAME do COVER MARKED *WATER* x N : / / ♦ / ♦ MIN 3 COURSES CONC BLOCK & MORTAR QD TEST BOX TEST STATION HARES / / / / / / ♦ / / / NUMBER VARIES PROVIDE 3'—O*kMN OF / / / ♦ / / ♦ / / / SLACK BETWEEN TEST BOX AND CONDUIT 11/4"C SCHEDULE 40 ��/�� COMPACTED SUBGRADE ELECTRICAL GRADE PVC CONDUIT (95%) TO PIPE AND REFERENCE CELLTD ELEVAMON SEE SPLAN NO 383 MINERAL AGGREGATE ELECTROLYSIS TEST STATION - TRAFFIC AREA TYPE 9 6-MIN DEPTH 06 A BLACK TEST STATION WIRE STANDARD OLW RC FOUNDRY TEST STATION MIRES (NUMBER ALLAY N PER #1NOTE* W !10 AWG, BLACK TEST LAC STAttON MIRE STATION TYPE 5M29 �X dt LLD VARIES) PROVIDE 2'-0"MIN OF STD SPEC SEC 9-3012(3) CONCRETE COLLAR 6" SLACK BETWEEN TEST BOX & j10 AWG, YELLOW BAR ALL ��� ----� 2"CLR(TYP) CONDUIT 11/40 CONDUIT 70 TEST STATION PAVING �+ FINISHED GRADE THERMITE WELD CONNECTION NO 360 SM PLAN •sm / SEE STD PLAN NO 362 TEST BOX ® S CV ~ TERMINATE END OF CONDUIT AS CLOSE TO MAW 11/4*0 SCHEDULE 40 AS POSSIBLE ELECTRCCAI. GRADE PVC CONDUIT o m ZINC REFERENCE CELL EX WATERMAIN PLACE AT SPRING LINE OR BELOW, f0 PIPE N N 4•t2• FROM WATER MAW do REFERENCE CELLCONDUIT SEE STD PLAN STANDARD 3--WIRE TEST #10 AWG. NO 383 STAMON V"TEYELJLOW #10 AWG. WHITE #B AWG. BLACK— 06 AWG. V"TE MINERAL AGGREGATE 0 AM BLACK 1t/40 SCH 40 ELECTRICAL GRADE TYPE 9 PVC CONDUIT TO TEST STATION ELEVAnON \�\ THERWTE WELD CONNECTION SEE STD PLAN SEE STD PLAN NO 350 ra NO 362 NUMBER OF TERMINALS O—RING EQUALS NUMBER OF TEST MIRES PLUS 1 6.75"X4.88"X//4" CABLE ENTRY PHENOLIC PANEL NEW EwSTING i/4"MOUJNTING O ��' TYPE O (TEST STATION WIRES ec HOLES LOCATIONS CONNECTOR TERMINALS NOT SHOWN) NSULATING DETERMINED BY TEST BOX SIZE do O O TEST WARE (SPACE TYP) TE11 MIINAL� ZINC REFERENNCE CELL PLACE AT SPRING LINE OR 01MELOW, EX WATERMAIN RUBBER BOOT MANUFACTURER (TYP 4•t2" FROM WATER MAW INSULATING COUPUNG 1/4'-20 NICKEL— WIRE IDENTIFICATION1aFIED T NEMA TYPE 4X ENCLOSURE IN5ULATING COUPLING 5-WIRE TEST STATION PLATED BRASS NU IN CONTRACT WA*NGE0 COVER. DOCUMENTS HOFFMAN BRAND #10 AWG. YELLOW NICKEL --PLATED OR APPROVED 110 AWG. *M BRASS CUT WASiiE-R--� EQUAL #6 AWG, BLACK #B AWG, WHITE NICKEL —PLATED BRASS NI NI CK PLA #t0 AWG, BLACK SCH 40 ELECTRICAL GRADE PVC CONDUIT TO TEST STATION BOARDM Tt1ERMNTE WELD CONNECTION SEE SM PLAN 1/4"-20 NICKEL— SEE STD PLAN NO 360 PLATED BRASS BOLT NO 362 ELECTROLYSIS TEST STATION -- NON -TRAFFIC AREA TYPE E NEOPRENE WATERMAIN ELECTROLYSIS TEST STATION FACED PHENOLIC WstxATTNG NE1AI DOSTING PHENOUJC OR SPIRAL WOUND MYLAR INSULATWG SLEEVE ZINC REFERENCE CELL EX WATERMAAN SLEEVE PLACE AT SPRING LINE OR BELOW. WSULATING FLANGE TO BE 1/16" 4"t2" FROM WATER MAW SEE SECTION DETAIL THAN SPACING INSULATING FLANGE 5-WIRE TEST STATION BEWIM STEEL WASHERS) WSUL ATING 1 WAP ll STEEL WASHER PETROLATUM TAPE ENCLOSE EN`WE FLANGE ASS04M 1'TYP CATHODIC PROTECTION DETAILS FOR CEDAR RIVER PIPELINE CROSSING -- SEE SHEET 3 N.T.S. MIN. 3' BLOWN SAND (OR CDF FILL OPTIONAL) COVER / 8" MIN. GROUT SEAL (EACH END) 15" SANITARY SEWER CARRIER PIPE-- - 24"x1 /4"x236.6' STEEL CASING PIPE CASEMENT FOR DEEP PIPE N. T.S. 6ilt3; 0- 3►3r/� W= %Aff Qp I 11F 4#' k Y - jp/,#/ UNDERGROUND PIPE LOCATION BASBD ON smACB EEiATUR85. AL7UAL LOCATION MAY VARY I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COM'MM REFLECTING MATERIALS ACTUALLY USED DURM CONSTRUCTION, ACCURATELY REFLECTS FMMI NQ FIELD CONDITIONS AS DETEDER MY DIRECT SUPERVISION ON no DATE; 1""�'.-_ DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 c� �• PHONE: 253-333-2200, FAX: 253-333-2206 O Z � 132 ENGINEERING - SURVEYING NA L LAND PLANNING EXPIRES 9 JAN 2006 1 incorporated STAMP NOT VAUD UNLESS SIGNED & DATED C0 ; !"j - W�W� / 0� S ..'' ? SCRNNEO OCT z., c-