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HomeMy WebLinkAboutWWP2703626.11'/2" STAINLESS STEEL NIPPLE AS REQUIRED, TYP. OF 3 2" STAINLESS STEEL TEE 12" STAINLESS STEEL BALL VALVE, TYP. OF 2 PROPOSED FORCE MAIN PIPE PRESSURE GAUGE, SEE r- SPECIFICATIONS %" STAINLESS STEEL DIAPHRAGM SEAL %" STAINLESS STEEL THREADED TAP PRESSURE GAUGE DETAILS M01 NOT TO SCALE CLEVIE HOLE IN CONCRETE WALL OVERSIZED TO FIT NPC WATERSTOP GROUTING RING AND PIPE PER MANUFACTURER'S RECOMMENDATIONS PROPOSED 4" AND LARGER PIPE PROVIDE NPC WATERSTOP GROUTING RING OR APPROVED EQUAL. SEAL FLUSH TO WALL FACE EACH SIDE WITH WATERTIGHT GROUT OR EQUIVALENT PIPE PENETRATION DETAILS 603 NOT TO SCALE SHACKLE ROD SCHEDULE SHACKLE ROD FITTING NUMBER SIZE 4" 2 3/4" 6" 2 3/4" 8" 2 3/4" NOTE: * PIPE AND CONDUIT PENETRATIONS LESS THAN 4" SHALL BE GROUTED WATER TIGHT AT BOTH SIDES. * ALL PROPOSED CAST IN PLACE PENETRATIONS SHALL BE SEALED USING THE OMNI SLEEVE SIGMA FLANGE WITH THRUST RESTRAINT. * PRECAST OR CORED PIPE PENETRATIONS SHALL BE SEALED PER THE DETAILS ABOVE. I — TIE ROD FITTING NUT ASSEMBLY f� TIE BOLT TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS SHACKLE ROD DETAIL 603 M01 NOT TO SCALE UArnu CMARAC '"SST ANCHOR BOLTS. -CH SLEEVE EA SIDE TO ;EIVE EYE BOLT SO THAT 'CH MAY CLOSE SST SLEEVE )TEEL POST STEEL POST BEARING BOLT WITH COTTER PIN SST SLEEVE EXTENDED/WORKING POSITION t NOTE: 1. ALL HARDWARE FASTENERS, CHAINS AND POSTS SHALL BE STAINLESS STEEL. THE POSTS INSIDE THE VALVE VAULT CAN BE GALVANIZED. 2. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 3. SAFETY CHAIN SHALL COVER ALL 4 SIDES OF HATCH OPENINGS ON THE VALVE VAULT. ACCESS HATCH SAFETY CHAIN DETAILS ; NOTES: 1. LADDERS SHALL BE ALUMINUM INSIDE OF VALVE VAULT. LADDERS SHALL BE FRP WITH STAINLESS STEEL HARDWARE INSIDE OF WETWELL. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 CONCRETE WALL/RISER - ACCESS HATCH LIMITS i �-- — 18" --j 7" MIN. 1" DIA. RUNGS, EQUALLY SPACED VERTICALLY @ 12" O.C. PLAN NOT TO SCALE HATCH CURB BAR 2/"x 2" BRACKETS T&B, 8' O.C. MAX. VERTICAL SPACING SST LADDER SAFETY POST, BILCO LADDER -UP OR EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. STRINGERS, FB 2/"X2" LADDER RAILS, PUNCH TO RECEIVE RUNGS TYP TYP}-�- 3/16" 12" 2" TYR ACCESS LADDER DETAIL 505 NOT TO SCALE 12" PROVIDE ADDITIONAL DIAGONAL/BRACKETS AT TOP CONNECTION 5/8" CONCRETE ANCHORS, (TYP.) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT �- FLOOR. SECURE WITH %/- CONCRETE ANCHORS PROFILE STANDON ADJUSTABLE PIPE SUPPORT 2"0 GALVANIZED AS REQUIRED STEEL PIPE (2) 5/8"0 SS DRILL AND EPDXY r/ ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM VALVE VAULT FLOOR. a VERTICAL PIPE SUPPORT DETAIL NOT TO SCALE 2" SQUARE ' ENTIRE LENGTH -� 4.25" DIA. 1/8"MIN. THICKNESS f 1" DIA SOLID METAL �-- STOCK, LENGTH AS 1/8" MIN. THICKNESS REQUIRED 3/8" SET SCREW Y 2.25" INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION �06 NOT TO SCALE OPERATION NUT EXTENSION PER DETAIL 606 THIS SHE C05 VALVE BOX, PER CITY OF RENTON STANDARD DETAIL INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. ECCENTRIC PLUG VALVE (FLxFL), FOR GEAR ACTUATORS, CONTRACTOR SHALL ORIENT PLUG VALVE SO SEAT IS TOP OF VALVE AND PLUG ROTATES UP 900 TO OPEN, AND WHEN BACKFILL AROUND VALVE WITH COMPACTED CRUSHED ROCK CLOSED FLOW IS AGAINST FACE OF PLUG \ FLOW CC� FOR PVC. PROVIDE VAN -STONE STYLE � PROVIDE 4" THICK CONCRETE � FLANGE ADAPTER (FLxS). INSTALL PER SUPPORT BLOCK UNDER VALVE, TYP. MANUFACTURER'S RECOMMENDATION. ISOLATION VALVE DETAIL 607 NOT TO SCALE CO2 S 36261 1 REVISED TO CONFORM TO CONSTRU ION RECORDS <: ��- PA, L4�� G/ RH2 E NEERING INC. ATE �$ of weskr Ir 6727 13TSS DIJAT. 1'� SIGNED: 01/17/13 SIGNED: 01/17/13 Cn J Z LU W W Q � J a Z pW 01 C� _ lft• Z ZZ a Uj0 = ac waft V L, Q W 00 � �'ftLL p U RH2 ENGINEERING, INC. -,ttp://www.rh2.com, naifbox@rh2 - 1.800.720.80E BELLINGHAM 3w.67f. 454 We ' Road BOTHEL. 425.951 _-At 4 Columbia P_- SILVERDALF 2021 NW Mhve rACOMA :21 Pacific ,Avenue SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG N0. C05 ENGINEER DEB REVIEWED. MM DATE: Nov 11, 2014 SHEET N0. 11 F20 CLIENT: REN JOB NO.: 112-023 FILENAME: LIND—D—DET.DWG z Uj crn � Z m= C m JJ � mm ul U �: W N 2 m z m m 0 D m CD C z^ 1,1 J z C m �r �z u F J r T D 1 m ON z I D T no C C AMal I 0 ❑ D y em m