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HomeMy WebLinkAboutWTR2703034.2EXISTING 8" WATER (1) 8" VERTICAL CROSS, MJxFL (2) 8" BLIND FLANGES, ONE W/ 2" TAP, 2" CORP STOP & 2" PLUG (1) 8" PLUG W/ TEMP BLOWOFF ASSY TEMP CONCRETE BLOCKING NE 9TH COURT - TESTING DL AIL NTS 0 CUT -IN (BY CITY CREW): (1) 8"x8" TEE, MJxFL (2) 8" SOLID SLEEVES (LP) NIPPLES AS REQUIRED CONCRETE BLOCKING EXISTING 8" WATER (1) 8" GATE VALVE, FLxMJ (2) 8" SOLID SLEEVE (LP) NIPPLE AS REQUIRED NE 9TH COURT - FINAL CONNECTION DE T1L NTS 1 ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT. AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL UTILITIES UNDERGROUND LOCATION CENTER, 1 2 . 4 ALL WATER MAIN PIPE SHALL BE CEMENT -LINED, DUCTILE IRON PIPE CONFORMING TO AWWA C1 10 AND C1 I I OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. BEDDING SHALL BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSIIAWWA C105-77 STANDARDS. 5 CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT -LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-32. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-5. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C11O/A21.10-32 OR ANSI/AWWA C153/A21. . 34NCH TO 12-INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21. SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21. AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.1 . ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 6M.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-13 OF ANSI/AWWA C1 I O/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE 6 GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M&H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 120 GATE VALVE ASSEMBLY 7 FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C WITH A 6 INCH INLET AND A M.V.O.OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8 ALL WATER MAIN 10 INCHES AND SMALLER SHALL MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9 ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING OPIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LBICU FT DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PI ' SHAL.L BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 10 ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 11 ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 12 A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF THREE (3) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECONSTRUCTION CONFERENCE THE CONTRACTOR SHALL SUPPLY A PERMIT INFORMATION SHEET TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. wr*.J,7- ioJfJ CONCRETE BLOCI NG SI NG PROCEDURE A. 9LNLUL The amount of consists rquuim to anchor harbantd bode, tars, and deed ends . an tM sum d 1he .d. The method. of the JaMht maewbb h shown Figure 1. The area In aquae hst of aaneeb whlah must bow agaMt the old. of the trench b found la � dMi rg tine thrust n pounds dhoon In Table T by the sole bswlna lead of the ad s sham in TaI L B. CAS 1. The dal rsosda Is for horizontal er 2 ded"""Idr"at thrust only. bloak must be equal to cr Its Upon ,r the 1 h town fie ¢ound eunccs to the blank base. 3. The thnet blast bearing face In apprwdnatdy 4, Thecconcrete blo!IdnY shall be a per APWA Speemoetlon 74-214. C. n8DL5 tl - Outakb Diameter of Pipe In Feet T - Thrust In Paunch• at the (Table I) SBL - �Sol�e ,Bsoring Loud In Paunch Ft. (Table 2) _ W - Mdlh air 1Tlwhrc'dI in FFia�t A - Aran of Concrete which mud bear ggdnst the Bale or theHnn ,1y,7hah n Ft _ In feet De - DtM crate Thrust Bork to BM dan,, g Surface In Feet Lm - Maximum Length of the Thrust Bode In Feet GROUND SUFACE h "' d Hm- p BLOB( SASE [_GC W D. A&GUI ADOLURI&MM 1. Moo of Concrete (A) - Ttrust I. Peed. Bah BserIng feed In Pounele q. FL " stL 2 Maximum Height of Thrust Block (Hm) - Depth of lyermh In Feet h e WMth of Ttench in Fst) - 3, Depth of Concrete Thrust Block - Outside Diameter of Pip. In Font) .W-d. 2 2 4. Maximum Length of Thrust Beek (LED) - Am of Generate _ A Maximum Height Fit B. Required Amount of Concrete (Cu. Yd.) - (H.Wit . Depth x Length) x 0.03704 - (Hm x Lm x Do) x 0.03704 E. VS&M E 1. Problem. Calculation of the amount of comets required to block a 90' bed in an B" C.I. water man; the nomad aprath 2 weesurs In the pipe will be K psi and the ad oc dtlen in the wan Indicates send and grohal. 2. -aklm - Moolmum testing preaguo (San Table 1) = 3OD ap = 0.75 ft. - outside cilsnster of S pipe 9.05 In. - 0.06/12 - Go to Table 1: an lrtnai ppresaen of 300 psi_ as see that the thrust an a W d is 21,360 pound. A A PLAN VIEW WATER SECTION A -A 10' f -H �n NEW 8" Dl, CL 52 L l J 8,. O� (1) 8" PLUG W/ TEMP BLOWOFF ASSYl s TEMP CONCRETE BLOCKING 2 W, Z zt J or k O W I-OT 4 - TESTING DETAIL - Go to Table 2: Table 2 YNs the salt bowing load for send and pate: 3,000 Iba/q. ft. - Do to Flgurs 1: tgun 1 Indleats the Position of the concrete for bbe' 1 0 the J bend. - Go to the sp a of the pro)wt and find - do ref troll - bar 7 sit With the abrne asrmhlsd bhtwmatlen, has prot.red to the find calculations: - Area of Concrete (A) - Safe ThB�ng Lead - - 7.12 q ft. - Maximum Height of Throat Ale I (Hm) - Dante of Tren In Feat 2 - i - s - 2.D ft. - Depth of Concrete Thrust Back (DO) - Width of Trench In Feet (W) - Outside Diameter of Pipe (d) 2 3-0,75 2 - Moulmum Length of Thrust Book (LED) - Ma of Concrete Height of Concrete Hm - 7.12 - 3.58 ft - Required Amount of Concrete 01sight . Depth . Length) ■ 0.03704 m x Lm x Da) x 0.03704 - ao ■ &W x 1.13) x 0.03704 0.30 a. yd. ° p9 s Thrust at Fittings In Pounds Tow gO' 22-1 it-t/4 Dead Ends Blind Ben Bed e' 0.g�pp�p MOD V38D � B' 300 300 15,1DO 21,300 148M UN t17i00 40M 1d' 27R 250 E B20 3�i93D4400000392401P25040.2D0 30,570 15 0.5370 19W0 0.240t225442BDg4 rl,gsD gg,geD 2oD tR0.tt0o 73,000 17::S10.1tp1t00g"I�g, g0.410 24,D20 34320 12.00 24' 30" 200 20D 14 127 gB0 19g.9g0 1 1W � 55,14D jkl00 2B0 31ri 200 ,370 203,5g0 2g7,gS0 155,740 79,400 40,720 TABLE 2 Sole BvM Leese N lL.� FL horizontal thru then lardhg table do far The soh bowline loab dvan In h "MWeak o�ta the pipe owesds 2 font. 'tM Bob Bearing Lead ,SGL L�sFLFFj Muck pert, she O Sand San Coy 1,ODZODO Sand and tGmal Comerted with (Say 4:C0�0 Hard Shds 10.000 "In muck or PwL al teuste shall be reab brad by gpift or Do rode to sal foundations cr b removal of muok ar pset and rarlo=t with bast of sufficient st�IIRY to hit llxu b 1 3/8/95 1 CORRECTED COLUMN HEADINGS I DCV I AG I VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WORD "WATER" CAST INTO IT AIL 2" SQUARE OPERATING NUT ~� 4-114" DIA. 1/8 MIN. THICKNESS 'IECE CAST IRON VALVE X, RICH-SEATTLE TYPE 1" STEEL OLYMPIC FOUNDARY LENGTH AS REQUIRED 1/8" MIN. THICKNESS / 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MININMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. Gil 't. c CAP 22-1/2" 45aBEND TEE 11-1/4a 90a BEND FIGURE 1 NOTE. FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN NO. 73. CONCRETE BLOCKING SIZING PROCEDURE (Y p ADOPTED Ct17 OF RENTON = STANDARD PLANS ` LBT DATE:12/96 DWG. NAME: BR26 SP PAGE: B085 T11- 38"[ 62" 24" VALVE MARKER POST NEW 8 Dl, CL 52 REMOVE ALL EXISTING 8" Dl, «<: -C � FITTINGS & BLOCKING o Oi REMOVE TEMP CONCRETE BLOCKING & BLOW -OFF ASSY °o `s2 (2) 8" SOLD SLEEVES (LP) �-ABANDON LINE W/ NIPPLES AS REQUIRED Z Z /N PLACE (1) 8" 22.5' BEND, MJ CONCRETE BLOCKING o, W REMOVE BLOWOFF ASSEMBLY INSTALL CAP LOT 4 - FINAL CONNECTION DETAIL NTS FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4- MAIN VALVE OPENING. TWO 2-1 2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUM ER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE 4" PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL MIN MAX 4 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. �r 1 �6 no�`\ ONE •e 6 [�` ■ D►:► i-1O\ IN CUT OR FILL CONCRETE BLOCKING -18" TO 20' BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO-WAY BLUE. x` 42" MIN CONCRETE BLOCKING BURY �mt CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. t� 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" MININUM CONCRETE BLOCK LEVEL ALL GROUND UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/8") MIN 3' RADIUS FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND 5" STORTZ MIN 3' RADIUS Wim3O3402 12114 12"x 22" CONCRETE METER BOX WITH 3/16" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITE METER SEAL CO. B-10 METER BOX. (DRILL 1-3/4" DIA. HOLE SEE DETAIL A -A FINISH GRADE 6" MIN 9" MAX WHITE POST 1. ; 21" MIN COVER 36" MIN COVER VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION MAIN LINE VALVES OUTSIDE PAVED AREAS AND VALVE MARKER POST ADOPTED n CTTY OF RENTON J. � STANDARD PLANS LOT DATE:12/96 Rnmeoa ra 55°xi'. OLY DRT Ese.e tatt DMACInki ev w000 DWG. NAME: BR46 SP PAGE: B090 Haozous Engineering, P.S. 13428 - 45th Curt Mukilte0, WA 98275 425.744.0305 fax 425.745.5872 phone 7 /23 /02 EXPIRES: 3/04/03 1 FIRE HYDRANT ASSEMBLY DETAIL �(Y p ADOPTED U CITY OF RENTON 4 4 .STANDARD PLANS Irmot to 11 x1 DCV OT S LOT DATE: 12/96 DCV DT Int color BYRTMDT DWG. NAME: BR24 SP PAGE: B102 BY APPR IN UNIMPROVED RIGHT OF WAY w z INSTALL METER BOX AT PROPERTY LINE. SIDEWALK WATER METER TO BE -{ 12" MIN SUPPLIED BY THE CITY I 36" MIN COVER TYPE "K" SOFT COPPER TUBING FORD COPPERSETTER VH 72-15W-44-33G (FOR 5/8" x 3/4" METER) VH 72-15W-44-44G (FOR 1 METER) NEW DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. WATERMAIN OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE SLACK IN COPPER SERVICE ON OUTLET. LINE TO METER. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE THREAD (CC), PACK JOINT �3/4" F1000) 3/4" OR 1" (1 F1000) INSTALLED IN THE FUTURE INSTALL GALVANIZED PLUG FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING 22-1 /2' ,L� L�, NOTE: ' `-' ` DRILL 1-3/4" DA. HOLE FOR THE CENTER OF THE HOLE TOUCHREAD DEVICE EXISTING CAST IRON FOR SERVICE FROM EXISTING STEEL MUST BE AT LEAST 1" -_� L-----_-__-_ 2-1/2" MIN. FROM NEAREST OR DUCTILE IRON ASBESTOS CEMENT OR FROM UNDERNEATH RIBS i i I AND FRONT EDGE OF PIT LID WATERMAIN PVC WATER MAINS UNLESS THE RIB SPACING -i INSTALL DOUBLE STRAP ALLOWS THE NUT TO -� 3/4" & 1" WATER SERVICE SERVICE CLAMP TIGHTEN AGAINST THE OPEN EQUAL TO MUELLER CO. Y ADOPTED SIDE OF MORE THAN -o " ONE RIB. rJ CITY OF RENTON STANDS PLANS N S L9T DATE: 6/02 e/27/b2 - "CU ON LEM ID I= TOUCIREAO Lc AG 1o/m/ge Edene twi Div AG DWG. NAME: BR41 SP PAGE: B106 DATE I REVISION I BY APPR 3/23/02 2 INCORP. 9/20/02 CITY COMMENTS RHD 9/9/02 1 INCORP. 8/27/02 CITY COMMENTS RHD DATE NO. REVISION BY Project HONEY CREST PLAT No, HONEY CREST LLD RENTON, WASHINGTON WATER NOTES & DETAILS Sheet 11 of 12 Cr �x 0 CCD CD N � o � � 1 �a 0 W C ( '),I- t ,, t- ` ::,� e 2-..