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HomeMy WebLinkAboutS-27660C� � N N a e � � w z W -3: Ld a z e ry z o O O w O w- 0!� ~(f) til Q� z U 0 A Q = O Q Of h a a z �F n.- �a o; wz s= p p of 3Q -� Ev � s E C ov rn REPLACE 60 LF W/ NEW TO BE REMOVED 8" 0 WATERMAIN TO NEW DEPTHS, SEE 2 = C1 C9 NEW CASING Gi REMOVE EXISTING (� 8" 22 1/2• VERT BEND © (MJxMJ) CONC BLOCKING o REMOVE EXISTING `= AND CONNECT NEW 8" DI 8° 22 1/2- VERT BEND L -- -_- -- - - { (MJxMJ) CONC BLOCKING AND CONNECT NEW 8 D I iS1 - -- - - - -- - -- -- - -- - - - - - - - - - - - - - - - - - - - - ----------- .� ------ - - - - -- NEW DEAD —MAN ANCHOR WITH SHACKLES, TYP 2 — 8" 22 1/2 VERTICAL BENDS (RJ x MJ) WATERLINE RELOCATION PLAN VIEW SCALE: 1" = 20' -0" LENGTH = ±60' �a ±17' 10' 6' 10' ±1 7' TYP. NEW ROCKERY EXIST GROUND PROFILE z It WALL, INSTALL OVER WATERMAIN ° €s REMOVE AND INSTALL \ NEW STREAM CHANNEL PER 2 8" LONG BODY SLEEVE MJ ( ) FLOWLINE ELEV 197.5 � REMOVE AND a NEW CONCRETE DEAD—MAN - -= t SALVAGE TO CITY i j ANCHOR, SEE DETAIL _ - -- - -- - - -- - o - -- - -- - - - -- — — — --------------- - -- THIS SHEET ELEV 196.5 NEW 8 "— 22 1/2° 2' MIN VERT. BEND ( RJxMJ) p\ s I $ - - - - -- - -- -- - - -- - - -- - -- - -- - a NEW 8 " -22 1/2° �\ \ VERT- BEND (MJxRJ)------- 4 26 LF NEW 18" O.D. x 0.375" 0 STEEL CASING W/ CENTERED REMOVE EXIST 48" CMP } AND RESTRAINED CASING m SPACERS & WRAP — AROUND NOTE: ALL NEW 8 "0 DI EXPOSED TO o "EARTH" TO BE WRAPPED (ENCASED) IN POLYETHYLENE PER CITY STANDARDS. w Ww/> -2.7 -3766 5411627"Oot NEW CONCRETE DEAD —MAN ANCHOR a SEE DETAIL, THIS SHEET - i EXISTING 8 "0 PIPE Of U D � C M T- 4 - 3/4° SHACKLE RODS NOTES: PLACE CONCRETE AGAINST UNDISTURBED EARTH, BOTH FACES CLASS 5 1/2 SACK CONCRETE 3000 PSI MIN PLAN VIEW NTS #4 REBAR 12" O.C" EACH WAY, CENTER IN CONCRETE I 3° COVER TYP, 0 O D p EXIST 8 "0 PIPE 4 — 3/4" SHACKLE RODS BETWEEN 6 DEAD —MAN ANCHOR AND NEW 22 1/2° BEND, TYP BOTH SIDES TYPICAL CONCRETE DEAD —MAN ANCHOR CONSTRUCTION SEQUENCING NOTES NTS 1/8 THICK SYNTHETIC t 32 LF — 8" DI, CLASS 52, RESTRAINED JT. PIPE RUBBER END SEAL, EQUAL W/ 3 CASING SPACERS PER PIPE SECTION, TYP. CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS PER STREAM RESTORATION NOTES ON SHEET G3. TO CASCADE END SEALS, TYPICAL BOTH ENDS SECTION 2 SCALE: 1 " = 5' -0" To -m.' COORDINATE ALL CONSTRUCTION, CONNECTIONS AND TESTING WITH THE CITY OF RENTON. ALL VALVE OPERATIONS AND WATER SHUT DOWNS TO BE PERFORMED BY THE CITY ONLY. PROVIDE CONSTRUCTION FENCING AROUND ALL EXCAVATIONS. INSTALL DEAD —MAN ANCHOR BLOCKS ON EXISTING 8" WATERLINE AND SHACKLE ROD STUB OUTS. ALLOW 3 —DAY CURING TIME FOR CONCRETE. REMOVE EXISTING BENDS AND INSTALL 2 -8" (MJ) END CAPS AND SHACKLE TO DEAD —MAN ANCHOR BLOCKS, REMOVE SECTION OF EXISTING WATERMAIN. INSTALL NEW 8" DI PIPE IN STEEL CASING, VERTICAL BENDS, FITTINGS, SHACKLE RODS, TEMPORARY CAPS, BLOWOFFS, AND BLOCKING. PRESSURE TEST NEW PIPE, FLUSH, DISINFECT, AND OBTAIN PURITY TESTS. REMOVE TEMPORARY END CAPS AND CONNECT EXISTING WATERLINE. FwT SCANNED SEP 13 ZOOZ I N L y, o E%PIRES 11/8/2002