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HomeMy WebLinkAboutW-432414SW1/4OFS237T23N, R 5 E PIPE SIZE DIAMETER (INCHES) BEARING AREA OF BLOCK SO FT TEE & CROSS 90' BEND 45' BEND 22i' BEND 11r' BEND 4" 3 3 1 1 1 6" 4 4 2 1 1 8" 7 7 4 2 1 10" 11 11 6 3 2 12" 16 16 9 5 3 161, 20 28.5 16 8 4 Notes: 1. All thrust blocks shall be farmed in place. Blocks shall not be backfilled prior to specific approval by the District inspector, and the first stages of the concrete curing process is evident. 2. Minimum bearing areas based on 250 p.s.i. water pressure, and allowable soil bearing load of 2,000 pounds per square foot. 3. Areas may be adjusted for other pipe sizes, pressures and soil conditions at the sole discretion of the District. 4. Concrete blocking shall be cast in place and shall have a minimum or 1/4 square foot bearing against the fitting. 5. Concrete blocking shall bear against fittings only and shall be clear of joints to permit dismantling or other work. 6. Blocking shall withstand full test pressure as well as normal operating pressures under all conditions of service. 7. Gate valves shall be anchored to concrete blocking with bearing areas as shown in table. 8. See specification D2.e.4 for blocking or bracing. 9. Concrete blocking shall cure a minimum of 24 Hours before filling the system. HORIZONTAL CONCRETE BLOCKING CEDARRIVER Water Construction Standard Plan No. 07 WATER & SEWER DISTRICT An Engneenng Servrxs•..omFary CONCRETE BLOCKING DETAILS WATERMAN z. IN W " SERVIC�LINE 1'RADIUS SAND BEDDING s SERVICE LINE .r l (TYP.) ti DOUBLE 1SINGLE SERVICE ' INSIDE SERVICE 5' 11' INSIDE LINE RIGHT OF WAY LINE RIGHT OF WAY I I JI JI LOT TO BE SERVED LOT TO BE LOT TO BE SERVED SERVED NOTE: SERVICE LINES TO BE INSTALLED PERPENDICULAR FROM THE MAIN TO THE METER LOCATION UNLESS SPECIFIC APPROVAL GIVEN BY DISTRICT TO INSTALL OTHERWISE. 1' SERVICE LINE LOCATION NTS R/W 1' 1" PIPE CAP (GALV.) STAINLES STEEL 1" INSERT ADAAPTER (GALV.) FINISHED GROUND LINE CLAMPS 2) OR PLASTIC PLUG SOFT WIRE TIE 71 3.5'-4' (2 PLACES) a [DOUBLE STRAP SIDEWALK SERVICE SADDLE OR CURB Ind •r.t .I: •� . -WOODEN MARKER STAKE 2%4", TOP PAINTED WHITE WITH BLACK LETTERS: P.E. "WATER" SERVICE BED AND BACKFILL WITH SAND 1' PIPE RADIUS AROUND TUBING FROM MAIN BALL VALVE CORPORATION TO SURFACE (TYP,) STOP W/ 1" IRON PIPE THREAD INLET AND 1" COPPERTHREAD 10 GAUGE SOLID COPPER TRACER WIRE (BLUE), OUTLET AND MUELLER ATTACH TO SADDLE OR CORP. AND PIPE AT INSTATITE OR EQUAL 24" INTERVAL MINIMUM. COMPRESSION ADAPTOR WITH STAINLESS STEEL LINER REV FEB 2020 1-INCH SERVICE CONNECTION r� CEDARRI�VER. Water Construction Standard Plan No. 03 WATER'& 5EWER1bISTRICY An En_ remg Sere ces Company 1 INCH DOMESTIC SERVICE DETAILS NTS CEDAR RIVER WATER & SEWER DISTRICT ` L J NTS CEDAR RIVER WATER & SEWER DISTRICT TO BE MAINTAINEDITO BE MAINTAINED BY DISTRICT BY DEVELOPER 15" (TYP.) 12" D.I. PIPE —1' 16 ,j, 15" (TYP.) J 6r, rT aa----ww MIN. I LINK SEAL 12 L--- (TYP.) AO SERVICE TO BE TESTED AT 250 PSI PER DISTRICT STANDARDS. © TO BE TESTED PER FIRE MARSHAL -BUILDING CODE REQUIREMENTS PLAN NTS PIPE SIZE UTILITY VAULT NO. (OR APPROVED EQUAL) 4" OR 6" 676-LA 8" 687-LA 10" 5106-LA NOTE: VAULTS TO BE SOLID WALL -NO KNOCKOUTS ADJUST COVER TO MATCH EXISTING GRADE OR 6" ABOVE IN UNIMPROVED AREAS CORE 2" THICK ETHA DRILLED FOAM DOUGHNUT HOLE CUT TO MATCH (TYP.) PIPE O.D. PLUS 1" LARGER THAN CORE O.D. (TYP.) __­� 12" DDCA PARTS LIST CONSTRUCTION ACCORDING 1D FL COUPLING ADAPTER OTO DISTRICT STANDARDS O2 FL X PE SPOOL 5 TO THIS POINT O3 MJ COUPLING CORE DRILLED O4 FLxPE SPOOL HOLE (TYP.) O U.L. & WA STATE APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLY 16 r 15" 12" a �PIV V7O6 ADJUSTABLE PIPE SUPPORT, GRINNEL NO. 264 OR APPROVED EQUAL O7 FL 90' BEND ali O8 FL CHECK VALVE 16" FIRE DEPARTMENT CONNECTION -SPECIFICATIONS &LOCATION PER APPLICABLE FIRE DISTRICT (VARIES) REQUIREMENTS SUMP (TYP.) FLxPE 10 PRE -CAST VAULT, SEE UTILITY VAULT SIZE CALLOUT 7 �� 8."-,--CONCRETE E TYSPOOL 14 P. 11 4" D.I. DRAIN PIPE TO DAYLIGHT. PROVIDE RODENT -PROOF SCREEN AT DAYLIGHT OR CONNECT TO STRUCTURE - - -- - BLOCK I ( ) MJ x MJ 12 BEND WITH 4' X 6' ALUMINUM HATCH, LW PRODUCTS COMPANY, RATED FOR H-20 LOADING MEGALUG 13 8" CONC. RISER 16 14 FOLLOWER ALUMINUM LADDER W/"LADDER UP" EXTENSION. ATTACH TO SIDE OF HATCH AND FLOOR 5�6 VISQUEEN BETWEEN CONC. BLOCK &9" FLOOR DRAIN, ZURN NO. 551 W/GRATING ON INLET 2q VAULT (TYP.) 16 UNI-FLANGE SERIES 400 WITH UNITORQUE SET SCREWS CENTERED IN CONCRETE BLOCK 2" THICK ETHA DDCA VAULT NOTES CORED OPENING FOAM DOUGHNUT W/LINK SEAL CUT TO MATCH 1. PROVIDE RECESSED DOOR HANDLE BOX IN ACCESS HATCH FOR PADLOCK W/ BOLT DOWN COVER OVER LOCK, BOX LARGE PIPE O.D. PLUS ENOUGH FOR "MASTER LOCK". 1" LARGER THAN 2. EXTERIOR OF VAULT TO BE COATED WITH 2 COATS OF BLACK BITUMASTIC SOLUTION. VAULT SHALL BE DRY PRIOR TO WT_,(D CORE O.D. (TYP.) APPLICATION. VAULT SUMP PUMP 1. SUMP PUMP MAY BE SUBSTITUTED FOR FLOOR DRAIN IF DRAIN LINE CANNOT BE DAYLIGHTED. (DETERMINATION TO BE MADE POST INDICATOR VALVE BY DISTRICT) 2. INSTALL 10-GAUGE SOLID COPPER TRACER WIRE TO SUMP PUMP DISCHARGE PIPE. TRACER WIRE SHALL EXTEND FROM PUMP 3" CL 'R' ASPHALT ❑ OUTLET A MINIMUM OF 24" INTO VAULT THROUGH LINK SEAL. 3. CASE BY CASE ONLY (DETERMINATION TO BE MADE BY DISTRICT): INSTALL GROUND FAULT INTERRUPTER (GFI) OUTLET NO 13 MORE THAN 12" BELOW TOP OF VAULT IN VICINITY OF ACCESS HATCH. POWER SUPPLY FOR SUMP PUMP TO BE VIA GFI OUTLET. POWER SUPPLY SHALL NOT BE HARD WIRED DIRECTLY TO PUMP. ,III=IIIi _ SUMP PUMP POWER PVC SCHEDULE 40 TO SUPPLY CONNECTED SUMP PUMP OUTLET 10 TO GFI PROTECTED REMOVE GRATING AT END OF OUTLET SUMP FOR PUMP 1 VAULT FLOOR LINK SEAL SUMP PUMP SHALL BE 4 (TYP.) Y3 HP, S.S. IMPELLER, PVC COMPRESSION 1-1/2" DISCHARGE, lz COUPLING WITH SWING " SOLIDS HANDLING, CHECK VALVE AMERICAN MADE. 15" DETAIL NTS 111 J 16 FLxPE 18" MIN. 6 16 3'-0" SPOOL CONCRETE a 6 15 MIN. MIN. 6" COMPACTED BLOCK (TYP.) 16'a g s 5/8" MINUS CRUSHED ROCK VISQUEEN 11 BETWEEN _III—IIIIII=ITT -III - III =III II CONC. BLOCK & VAULT 2-45' BENDS (TYP.) SECTION COMPACTED NATIVE NTS MATERIAL OR IMPORT DEC 2012 DEC 2012 DOUBLE DETECTOR CHECK ASSEMBLY - DOUBLE DETECTOR CHECK ASSEMBLY E Water Construction Standard Plan No. 14 �xfEDARRIVER Water Construction Standard Plan No. 14 CEDAR R 1 V E' i /� /� /� An Engineenng Services Company Page 1 of 2 - _ An Engineenng Semces Company Page 2 of L , DUI F U A. C1 Wwas f z ���� 1 DE REVISIONS #1 PACLAND 1/8/2025 SURVEYED: Z 2 DE REVISIONS #2 PACLAND 1/27/2025 ZLN DESIGNED: WL 112712 25 DRAWN` 34375 WL 6814 Greenwood Ave N T (206) 522 9510 S�ONAL E IST ��4 CHECKED:JAC Z w Seattle, WA 98103 www.PAcLAND.COM NO. REVISION BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATUM 4" DDCVA DETAILS NTS Rliftlaw Aw EDARRIVER WATER & SEWER CEDAR RIVER WATER & SEWER DISTRICT APPROVED FOR CONSTRUCTION CEDAR RIVER WA7ER & SENER DISTRICT BY PACE ENON .INC. SIGNATURE #.)r;W t31 �sF�e� DATE SUBJECT T& WASHDN;M STATE DEPARIMT OF HEALTH APPROVAL KING COUNTY FIRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONS7RUCTION PERMIT (C24004215) APPROVAL NEW LIFE CHURCH 15711 152N D AVE SE WATER DETAILS CD O O O NN LnJ— IZ _ �U/ U DATE. 1/27/2025 LL FIELDBOOK: PAGE: ____J w DRAWING NO: C-7.1 z SHEET: OF: