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HomeMy WebLinkAboutS-22911Ca 3 2 1 e R NFIq III %PI P 2.5 x D 12 x d CEX GRADE MIN MIN NOTES: \-EX 42" PIPE 1, INSIALL SHORING AS REQUIRED IN SPECIFICATIONS. 2. d = OD OF THE NEW 12" HDPE PIPE. TYP INSERTION HOLE DETAIL SCALE: NONE - E" CO AND COVER SEE C-:` OF RENTON STANDARD D - BW 8B PAGE B076 INSTALL FLUSH WITH ^PVLMEN-1 SURFACE INSTALL BRASS SCREW TYPE PLUG FITTIN PAVED AREAS ANCHOR PIPE WITH GROUT, ALL AROUND (TYP) EX 8" CONN SEE NOTE 1--7 FLEXIBLE COUPLING STRAPPED TO PIPES UNIMPROVED AREAS AT SIDESEWER CONN DETAIL SCALE: 3/4" = 1' -0" 1NG PAVEMENT CAL CLEAN OUT PLUG EARTH OR SOD TICAL CLEAN OUT i PLUG CORE DRILL AS REQ'D (TYP) 42 "0 RCP OR DIP 8" TEE 2" MIN ID HDPE 1 DELETED GROUT ENCASEMENT. AS CONST. - IDJB'M -LT10 /9 NN�j� jdREVISION BY iAPP'D DATE n F v TYPICAL PIPE REPAIR PLAN AT ACCESS PIT C SCALE: NONE - U F G 1 G EXISTING 42 "0 SEWER & LATERAL CONNECTION SCHEDULE MH BEARING - CONC ENCASEMENT - NEW 12" MIN ID HDPE a '2" MIN _ (TYP) N SLOPE LE IE t 42" PIPE MATL COMMENTS ____10Z'96 2. THE CONTRACTOR MAY REMOVE PIPE AND z� REPLACE IN KIND AS APPROVED BY THE ENGINEER. R10 -1 z 31.80 18.90 00 zo 1 REFER TO SPECIFICATION SECTION 15072 _j BEGIN SLIP LINING PROJECT LIMIT OF SAW CUT EX PIPE I (TOP HALE OF PIPE ONLY, I - - -- -L -- -- MIN LENGTH = 12 X OD - - -- - -1 -- I Qz 33.10 OF THE NEW HDPE PIPE) \\ SEE NOTE 2 -- - I I - - - -- 550.00 23.00 RCP 8" PVC LAT CONN, GRID EL 35.00 R10 -3 --- L--- \------- - - - - -- `- EXISTING 42 "0 PIPE I- 22.55 v TYPICAL PIPE REPAIR PLAN AT ACCESS PIT C SCALE: NONE - U F G 1 G EXISTING 42 "0 SEWER & LATERAL CONNECTION SCHEDULE MH BEARING EL GRID EL MH IE SLOPE LE IE t 42" PIPE MATL COMMENTS ____10Z'96 2. THE CONTRACTOR MAY REMOVE PIPE AND z� REPLACE IN KIND AS APPROVED BY THE ENGINEER. R10 -1 z 31.80 18.90 00 zo 1 REFER TO SPECIFICATION SECTION 15072 _j BEGIN SLIP LINING PROJECT S 44 °40'53" E 0.004 438.91 RCP 22®® R10 -2 I Qz 33.10 20.67 S 44 °01'49.5" E 0.0034 550.00 23.00 RCP 8" PVC LAT CONN, GRID EL 35.00 R10 -3 36.00 22.55 S 44 °01'49.5" E 0.0031 550.00 RCP R10 -4 39.10 24.23 _ S 85 °01'40" E 0.0031 258.92 RCP R10 -5 39.50 25.04 S 47 °00'24" E 0.0031 496.90 27.93 RCP 8" CIP LAT CONN, GRD EL 41.00 __ R10 -6 42.60 26.52 32.10 8" DIP LAT CONN @ MH N 55 °33'13" E 0.0264 13.63 DIP _ R10 -6A 41.30 25.16 S 56 °41'57" E 0.0035 352.09 DIP R10 -613 44.00 27.39 ? 8" PVC LAT CONN ® MH S 40 °47'05" E 0.0131 160.23 DIP R10 -6C 44.20 29.49 S 17 °29'55" W (6Ca) 0.0131 1.44 RCP R10 -6C 44.20 29.49 S 72 °30'05" E (6Cb) 0.0069 140.19 RCP R10 -8 30.58 34.18 6" PVC -AT CONN A MH S 88-24'34!'-E __43.94 0.006 164.00 RCP R10-8A 45225 31.56 6" AC I-AT CONN @ MH S 88 °24'34" E 0.006 182.84 RCP R10 -9 45.71 32.66 35.49 8" CIP LAT CONN © MH N 87'50'10" E 0.006 469.30 RCP _ R10 -10 46.58 35.48 END SLIP LINING PROJECT N 47'30'15.5" F_ 0.006 253 .85 RCP R10 -12A 5D.00 36.87 -- NEW PHASE 3 MH N 4_7 °30'15.5" E 0.006 24.15 RCP _ R10 -11 52.47 37.14 As Built Drawing' See original f le copies for Submittal aid approval signatures, and for engineer's professi al Seal ____10Z'96 i SECTION SCALE: NONE !V4�9 155 H EPLACE TOP HALF F PIPE AFTER JSTALLING HDPE ONCRETE ENCASEMENT EAL WITH DRY PACK ROUT NDISTURBED EARTH IYP) 42 0 RCP OR DIP >EE SCHEDULE 2" MIN ID HDPE -INER, STRAP DOWN VITH 1 1/4" SS SANDING ® 50' OC IND ANCHOR WITH /2" SS CINCH \NCHORS 2" MIN ID HDPE TYPICAL EX 42 "0 PIPE DETAIL D SCALE: 3/4" = 1' -0" - NOTES: 1. MAINTAIN EXISTING SEWER FLOWS DURING CONSTRUCTION. 2. THE CONTRACTOR MAY REMOVE PIPE AND z� REPLACE IN KIND AS APPROVED BY THE ENGINEER. z 00 zo 1 REFER TO SPECIFICATION SECTION 15072 _j FOR HDPE SLIP LINING. ? _¢ G I N W U fn Q U J N 22®® I Qz 132'783 DESIGNED: ,r DATE: /1 m E T R ® Municipality of Metropolitan Seattle M - -LT /DJB OCT 95 DRAWN: CHECKED: SCALE: RL' NO ORIGINAL CEDAR RIVER TRUNK DJB I III REHABILITATION G45 RECOMMENDED: i NOTED I DRAWING N0: CONTRACT NO -_. -� MISCELLANEOUS DETAILS C204 APPRGVE -- 1 / AND SCHEDULE - W M1 -96 sI1EEr NO of 16 16