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Home My WebLink AboutW-401203CV T C] I CV i VJ Z LLI rr Q CD J_ rr rr Uj G w w a FL CAP 22-112' BEND TEE 45' BEAD THRUST 13LOCX BEARING AREA IN SQUARE fE£T (SEE NOTES) FOR 1HOR12ONTAL AMID DOWNIhARD VERTICAL RINDS SOIL FIRM SALT OR FIRM SILTY SANG C01APACT SAND COMPACT SAND & GRAVEL 90, 4S' BEND 11 1 /4' 90` 45' BEND 0 1/4' 90' 45- BEMD 11 1 /4- FITIING BEND TEE GAP OR PLUG & 22 1/2' BEND TEE -CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4- 7,0 4.2 4.2 1 7 2.9 2.1 2.1 1.0 2.2 1.6 I.6 1.0 B" 1 A. 3 94 9.,4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8' 23.3 1 1E.7 1 16.7 1 6.7 1 11.7 1 8.4 1 8.4 1 3.d 8.8 6.3 6.3 25 12" 53-0 1-57-51 31.5 1 15-0 125.5 1 15-8 1 18.8 1 7.5 y0_fl 14.0 ;4.0 5_6 AREA5 CAtiLCOLAMII) ON 500. 551 TCst PkS�uNC. Y-D" MIN. Q0VtR FOR WATEr2'MAIN LESS Ti-LAH 12" ^ 4'-0" MEN, COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BE, AREA REFERS To - FACE OF BLOCK MI IN SQUARE FEET NOTES. 1- LOCATION AND 57E OF DLOCKIWG FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER_ 2. ALL 61.00KI4G SHALL BE POURED IN PLACIE AGNNST LJND15TVRUED NA-TIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER 414, 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE i-iA' i REACHED NQMINAL GQMPRE55IVL STRENGTH, 4. ALL BLOCKING SHALL BE CONCRETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE uREATEST FITTING SURFACE AREA POS'SIOLE, O0T SHALL .NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED - CONCRETE 13LOCKING FOR STD. PLLikN - 330.2 * DEPARTMENTTPUBLIC WORKSHORIZONTAL AND DOlfl+�l' WARD � VERTICAL BENDS MARCH 2010 CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS NOT TO SCALE W . Gq� 9706 4th Ave NE �O of "easy, F Suite 300 �� P Digita Seattle, WA 98115 co imo� n elein P: 206.523.0024 F:206.523.1012 �O 4,?Ql8.10. www.dcgengr.com NAL BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 1-1 /2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. Q - Q PIPING w w Z Z J J IN UNIMPROVED > RIGHT-OF-WAY INSTALL METERof a BOX AT PROPERTY LINE WITH Uj a_ 12" LONG COPPER TAILPIECE o_ o_ L- n- Iri'�QQIhI!•� in Ri rs ! I m 1RILL 2" DIA. HOLE FOR OUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x FIPT). 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each 2"-90' brass or bronze elbows (FIPT x FIPT), 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16" ), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x3O" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. BY PASS NOT ALLOWED FOR IRRIGATION METERS CRUSHED ROCK BASE TO SUPPORT VAULT. QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PIPII MATERIAL LIST FOR 1-1 /2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, a valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular be section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90` brass or bronze elbows (FIPT x FIPT). 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), lengt to fit. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 1-1/2" Customsetter with by-pass Ford: VBH 86-12B-11-66 (x 13-3/16"), McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1/2" with flanged angle ball valve and padlock wings on inlet, and angle chel valve outlet, ball valve on bypass with padlock wings. Customsetter sh1 have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17%30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole touchread pit lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. Y STD. PLAN - 320.Z PUBLIC WORKS 1 12" AND 2" WATER SERVICE LOCATED NL DEPARTMENT IN PLANTING STRIP° �NTp 'nin SHACKLE RODS a J 4dv � P', n d o J .f d d Ad 4 `1d M1`.1 S a � � S I' 7 TYPE A TYPE B BLOCKING FOR 45' VERTICAL BENDS V6 S d L a 0Z' w � p w w � 0 U) u7 0 Ljjm m w Y _ d `' �� Lek Z W Ld0 Li � L W < } L]m � pw _ W �CaU Lj It 1i- NZ D CSC F- LU �� C�7 ZZ 0 - 0- w L Q to ¢ a CL w a. 0 4" 3DO 45 27 3 a/4 20 6" 64 4 2181 .61 30 TYPE A BLOCKING FOR 11 1/4' & 221/2° VERTICAL BENDS V6 S d L tn li d Ln Z W L W - a- J Cu r 0 L) Z-) Z-)oZ C_3 Lei Ln 0crz_ �oa a w } 00 CL LLI CL 0 +4" M0 1 I i� 8 2 3/4 1 B 2 2 t 2 12 21a 1 24 6" 300 127 23 ¢ 3/4 24 22t 2 8" 300221 143 za 3/4 24 2 31 1114 64 4 t 24 12" 300 22t/2 125 5 1 36 R = INSIDE RADIUS OF SHACKLE TROD BEND SHACKLE RODS f Tin 5 n TYPE B CONCRETE BLOCKING FOR VERTICAL SM. PLAN - 330.3 PUBLIC WORKS + FITTINGS DEPARTMENT t O MARCH 2O10 INSIDE BUILDING INSTALL FOR 3" AND LARGER CONCRETE BLOCKING FOR DETECTOR DOUBLE CHECK VALVE ASSEMBLY (WA5 VERTICAL FITTINGS (WA6 NOT TO SCALE C06 NOT TO SCALE �O6 3 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #3 CT 10/17/18 2 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #2 CT 09/18/18 1 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #1 CT 07/26/18 N0. REVISION BY DATE SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT DRAWN:Agf� RB/CT ONE INCH DATU M CHECKED: AT FULL SCALE TG IF NOT ONE INCH PPR APPROVED: SCALE ACCORDINGLY TG CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) W-401203 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY DEVELOPMENT ENGINEERING Abdoul Gafour 10/25/2018 fClalf 10/25/2018 o • MERRILL GARDENS AT RENTON CENTER- ADDITION C TY 0 F R E N TO N 104 BURNETT AVE S, RENTON, WA 98057 ;%R] valliv Planning/Building/Public Works Dept. CITY DETAILS- WATER (CONT.) 10/18/18 PAGE DRAWING NO: C13 SHEET: 13 OF: 34 T 0- C/) Z W It Q 0 J_ IIr It CLLI G