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HomeMy WebLinkAboutR-3869081 . • • 1 1 BLOW -O ]MBLY //!AM R*W BLOCKw 4 CIL', Eq;i 4 4:1-;i A PORTION OF SE 1/4 W 1/4 10 TO S 23 ILL a5 E., Y, wll`iiTtlN WATER FLM A CONTRACTOR TO PODW LUA • 06 067 V0*Y LOCATION OF PM'E. s UIM6174 CONNIECT TO EXISTING 8r MANN PER CITY OF RENTON 9LF"W DI STANDARD PLAN NO. 300.5 STA. 20+11.93 (8r SI-EEVE(MJ) STA. 2{i+20 77 i 1 / (DEMIM WA R DISTRICT 90 WATER 1 E`XR TO -- - --- -- / _. ROM OPERATIONAL KITH. NEW 85 CITY OF �* � w►� RENTON MANN IS CERTIFIED & EXISTING HODS w DAN ARE HOOKED TO NEW RENTON WATER ME1M PORTION OF EXISTING 4r (WATER STA. 21+87.40' A. 1+ • 5.W1 1- xq IBJ DISTRICT X90) wl1TER loom Tn REMAMN 1- GRAPHIC SCALE ,r CAP MJ Q TEE (1MMJxFL) 1-1�MT BLOCK, SEE THR11)ST 1- x#5 MJ OPERATIONAL DURING CONSTRUCTION. 1-6r GATE VALVE FLxMJ 30 0 ,s 3o so ,2'' BLOW- ASSY . 3 BLOCK TAiNE AID STANDARDS 1 -THRUST BLOCK, SEE THRUST AFTER CONSTRUCTION OF NEW CITY OF ( ) R SID PLN 340.1 y o 16LFN8r D1 SEE SN�ET C12 (TYP) BLOCK TACE NO STANDARDS RENTON WATER MAIN, EXISTING 4r 15 LF 6 CL 52 DF ID 7H1IMT BLOCK ao SEE SHEET C12 (TYP) PIPE TO IN PLACE 1 FIS HYDRANT ASSEMBLY 7HRIUST BLOCK W AND FN1ED NTH CDF. - ( IN �r I II I v STA. 20+13.52, 8.90 RT APN 1023059211 APN 1023059168 1 inch = 30 ft. II I W PRIOR TO ANY CONSTRUCTION - - - _ 973 CHELAN AVE NE 4531 NE 10TH ST LOCATE AND CAP ENSTING 4 - - RENTON,WA. 98059 RENTON,WA. 98059 II I Wawv ncT mn ftWR _ \I -J' 2 4 STA. 1 •J11'RT I 1-1rx45 BEND (MJ) 3 1-TrMT BLOCK 1-2r BOM PER STD F AND THRUI, 425 OUTFALL TO POND CB#3 TYPE STA.=1+01.10, 13.25' Ll RIM=422.57 I.E.=419.30 OUT(12" N,E CB#2 TYPE STA.=1+01.10, 13.25' R- RIM=422.57 I.E.=417.77 IN/OUT (12" 410 C\ N7 n 410 CB 12, TYPE IL r iNi�tu UKAUt W � .x ROAD 00 CENTERLINE RIM=419.07 = EXISTING GRADE @ C Q C - U + O . p Q 00 rn SEE DETAILS ON C:) F-Z J (� I W Z F �'� uj i m ::EW , 410 CB 12, TYPE IL <.1 1-THFIUST BLOCK 3-8r GATE VALVES (F'LWJ) - STA. 6+13.49; 33. 6'LT RIM=419.07 lot I.E.=415.91(12" NN) 204;M00 8rAr TEE (FL) I.E.=415.91(4" N) SEE DETAILS ON HEET 14. 00 �'� @ i rJ STA. W4.112:6.1 VRT i-irr BEND (mi) T Blom FI TERRA#1 (PRIVA El S A. 6+16.62; 33.8 'LT R M=419.65 I. .=416.15 (4" S) S E DETAIL ON SHEET 14. o�- �PO m� c11_j CN O O NN NI*- 'wr 6+60 t' AN PL NE STA: 6+00.00 TO STA: 6+94.44 1-o 1-2r AND 1" = 30' HORZ. 1" = 5' VERT. PVI STA = 2+12.59 PVA ELEV = 424.05 A. D. = 0.80 K=62.50 50.00' VC , 420 15 aTY OF NITON ;, ^ TA. 4+ 6.7 'RT WATER E�T. I I W~8r D1 1- x45' BEND MJ) STA. 16+42.96, 45.52'LT DUVALL If MJ / ( )1-8-x11-1/4'/ 1 1-8"x11-1 BEND I �I 1- x11- 1 4• MJ / I 1 -THRUST BLOCK, SEE THRUST STA. 5+67,56 2. i'RT 1 -THRUST BLOCK, SEE THRUST BLOCK TABLE AND STANDARDS 1- x22-1 MJ BLOCK TABLE AND STAND � 1� SEE SHEET C12 (TYP) 1 -TNN MT BLOCK, SEE THRUST SEE SHEET C12 (TYP) - - - FUSHED GRADE ® BLOCK TABLE AND STANDARDS STA. 1.1.1' T= STA. 3+80.00' 5.00 RT T C1 2 TYP - - - - <.1 1-THFIUST BLOCK 3-8r GATE VALVES (F'LWJ) .� �J lot Y'A. 1 204;M00 8rAr TEE (FL) 1-6r VAL ( 1 -THRUST BLOCK �'� @ i rJ , 3/4 WATER %R`VI ESTA. 3+80. 5.00 RT j�, / . / 8r GATE VANE RAU 'RT (TIFF.) PER DETAIL ON.. TEE MJ�i1JxFl 8 LF 6 1 -FSE CL 52 DIP HYDRANT Y CENTERLINE ROAD / SHEET C121 -6m GATE VALVE (FLxMJ) AAS�m;ayBLOCK _ _ ,� I 8 LF 6 CL 52 DIP 1 TRE HYDRANT ASSEMBLY --- - -43 � 2 -THRUST BLOCK :.,..:...: fl.. : ' / / I 410 STA. 4+39. 6.75 RT / - - t 1-8-05* MJ 1-8"x11-1 /4' KND (MJ) 2- T BLOCK 1 -THRUST BLOCK, SEE IM, ST 3-8rGATE V iS Fi.xMJ o BLOCK TABLE AND STANDARDSSTA. I I 6+17.89 SEE SHEET C12 (TW) 1- x22-1 r BEIM MJ I 1 -THRUST BLOCK, SEE THRUST , BLOCK TABLE AND STANDARDS ' SEE SHEET C12 (TYP) STA. 5+67.56, 2.85RT WLT 1- x22 1 2 BEND(MJ)- \ - - 438- 1 -THRUST BLOCK, SEE THRUST �\ \ I GRAVELI BLOCK TABLE AND STANDARDS SEE SHEET C12 (TYP) \ I --------- -------;APN I APN 1023059305 964 CHELAN AVE NE RENTON,WA. 98059 15 aTY OF NITON ;, ^ TA. 4+ 6.7 'RT WATER E�T. I I W~8r D1 1- x45' BEND MJ) STA. 16+42.96, 45.52'LT DUVALL If MJ / ( )1-8-x11-1/4'/ 1 1-8"x11-1 BEND I �I 1- x11- 1 4• MJ / I 1 -THRUST BLOCK, SEE THRUST STA. 5+67,56 2. i'RT 1 -THRUST BLOCK, SEE THRUST BLOCK TABLE AND STANDARDS 1- x22-1 MJ BLOCK TABLE AND STAND � 1� SEE SHEET C12 (TYP) 1 -TNN MT BLOCK, SEE THRUST SEE SHEET C12 (TYP) - - - FUSHED GRADE ® BLOCK TABLE AND STANDARDS STA. 1.1.1' T= STA. 3+80.00' 5.00 RT T C1 2 TYP - - - - 1+20 1+80 2+40 3+00 3+60 CHELAN AVENUE NE STA:1 +00.00 TO STA: 5+64.07 1" = 30' HORZ. 1" = 5' VERT. 4+20 4+80 5+40 420 410 cn O 0- 12LF^e 420 co N 20+40 W-386901 STA. 16+42.96, 20.96'(DUVALL) CONTRACTOR TO POTHOLE & VERIFY LOCATION OF PIPE. CONNECT TO EXISTING 16' MAIN PER CITY OF RENTON STANDARDS. 1-16rx8r TAPPING TEE (MMI) 1-8r GATE VALVE (FI.IJ) 1-1HRUST BOCK, SEE TRUST BOCK TABLE AND STANDARDS SEE SHEET C12 (TYP.) 21+00 21+60 COM" A11� NE STA: 20+00.00 TO STA: 23+25.93 is' a fi][Zil r571 A 22+20 22+80 430 CALL 48 HOURS BEFORE YOU DIG DIAL 811 P\J \SINT,�i IASy Q 42841 �.- FssF�/ sIE�`` /'NA L EAG Y'A. 1 204;M00 8rAr TEE (FL) 1-6r VAL ( ) EXISTING GRADE @ STA. 1+06.46,-!r! 00'LT to 8r GATE VANE RAU 8 LF 6 1 -FSE CL 52 DIP HYDRANT Y CENTERLINE ROAD / 1 �T BLOCK 1 ^ � 2- T BLOCK 3-8rGATE V iS Fi.xMJ o N WLT Y 340.1 27F12"ADS ___- --- T BLOCK(N » 12) @ 0.50a ---- , M i (N- - - 2) @ - - Inui 5.67% - - „ (N-12) @ 1.82% 0.50% ,,. 611 a 114LF 8�, PV SDR35 @ 1 .0 � I 0 g�F 12 ADS(N-1) 125LF 12»a 2i O r a„ p\IC SD R35 @ 2.16 SSMH#5 (48" AD(N_12 S .43% N g1� F , 4.99 LT STA.=5+57.0 8 PV (SDR35 @ U RIM=431.03 #w1r D1 IE=423.13 IN( "NE&NW) 2 L F 8 PVC CQ#5 T PE I S " H#3 ( 48 ) IE=423.00 OUT LADDER=W 8S (SD 35 @ 1.00% STA.=2 X26.37 13.25 R ST LT .=3+52.95, 16.z-5' 20LF 8" PVC RIM=42 .05 RI =426.75 @ 0.5)% _ TT_(SDR35) IE 419.25 IN(8"E) SSMH#4 (48") C13#4 TYPE I IE 419.15 OUT(8 S) STA.=4+36 78, 4.25' LT STA.= T Cg TYPE I LA DER=W RIM=428.6 +26.37, 13.25 STA =3+21.61, 13.17 RIM=4 4.05 RT IE=421.86 N(8 NE) �E�W) „ SS H 2 48" # ( ) __ RIM 425.95 IE=421.76 UT 8 W 58, 5.00RT RIN _ + =423.48 IE - 122.65 OUT (12") LADDER=E i STA. -1+41 RIM=423.0 IE 417.31 IN(8"N,S) C13#3 TYPE 1 PROPOSED GRADE =3+21.61, 13.17 IE=417.76 N(6"SE) IE= 417.21 OUT(8"W) STA RT EXIS ING GRADE IE=417.59 UT(8 N) LA DER=E RIM 425.97 i LADDER=W IE= 22.52 IN/OUT (12" W,S) t d 00,9� O d � N ^ 00 m rn m I� m O m '7 ` . C" � _. O) M Cn N L r NN N r� NN M r� NN wi NN �t NN CV cfl (V c'-4 to C.4 NN C'6 (� NN tD 00 NN P� O �`�N 00 00 N ACV C� 00 N ACV O , �N N X1'7 O r� 1+20 1+80 2+40 3+00 3+60 CHELAN AVENUE NE STA:1 +00.00 TO STA: 5+64.07 1" = 30' HORZ. 1" = 5' VERT. 4+20 4+80 5+40 420 410 cn O 0- 12LF^e 420 co N 20+40 W-386901 STA. 16+42.96, 20.96'(DUVALL) CONTRACTOR TO POTHOLE & VERIFY LOCATION OF PIPE. CONNECT TO EXISTING 16' MAIN PER CITY OF RENTON STANDARDS. 1-16rx8r TAPPING TEE (MMI) 1-8r GATE VALVE (FI.IJ) 1-1HRUST BOCK, SEE TRUST BOCK TABLE AND STANDARDS SEE SHEET C12 (TYP.) 21+00 21+60 COM" A11� NE STA: 20+00.00 TO STA: 23+25.93 is' a fi][Zil r571 A 22+20 22+80 430 CALL 48 HOURS BEFORE YOU DIG DIAL 811 P\J \SINT,�i IASy Q 42841 �.- FssF�/ sIE�`` /'NA L EAG