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HomeMy WebLinkAboutW-420004C) C), N1 I //'N1 LL rr V ) I- Z SLU G I- rr ^Q n Q 0 LU r= V ) LU CU LL 11-1/4• BEND -E-R] CAP 22-1/2° BEND 45• BEND TEE 90• BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP 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 1.6 1.0 6" 13.3 9.4 1 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 1 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.51 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. 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 M IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 HORIZONTAL AND DOWNWARD VERTICAL BENDS THRUST BLOCKING NOT TO SCALE SHACKLE RODS to TYPE A BLOCKING C/)l7 11 . /n. J2. 00, /,• \/FDTIr'AI MF-Nlr)Q S TYPE B ��Y o CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 a� PUBLIC WORKS FITTINGS �N �O� DEPARTMENT 8 MARCH 2O10 PIPE SLEEVE SEE DETAIL, THIS SHEET F SEE DETAIL IVIIIN PLAN a oao-�a _ia MAN______ - - 4 a ___l l__ 6" rl r\/A T1 t-NKI PIPE SLEEVE PVC PIPE SLEEVE EPDXY SEALANT EPIPE EPDM MODULAR SEAL, LINK -SEAL MODEL C WITH 316SS BOLTS AND NUTS • STD. PLAN - 320.4 Sht. I of 2 } PUBLIC WORKS „ „ APPROVED' DEPARTMENT 3 , 4", AND 6 WATER METER Martin Pastucha DATE Public Works Adminirt 4-INCH WATER METER NOT TO SCALE CiNlEngineers ■j- 001 ASI-001 CJ 9/27/22 DT S"''ED0 scALE smdu2lEgineers T.L. HORIZONTAL: NAD 1983/1991 ®R - _ Ond-pa Am„il�" 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET CanmunityPlanrlers 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. O © Land&rvy- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. � ONE INCH DATUM Know what's below. ""g„'°� 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: IAT FULL SCALE T A C O M A • S E A T T L E DT IF NOT ONE INCH Ca I I before you d 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL APPROVED: SCALE ACCORDINGLY Y g 1200 Sixth Avenue, Suite 1620, Sealtle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R NOTES: 1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. 2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BY THE ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW. 5. INSTALL WATER METER RADIO & BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION. MATERIALS O METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT 2" BRASS NIPPLE (MIPTxMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER I" BALLCORP (MIPTxFIPT), FORD FB1700-4-NL OR EQUAL, FOR 3" METER OMETER TEST PORT OR 1 Y2" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS 2"X2 Y2" ADAPTER (MIPTxMNST) 2 Y2" CAP (FNST) OADAPTER FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL O PIPE CLASS 52 DI PIPE (PExFL) OVALVE (2) GATE VALVE (FLxFL) WITH HANDWHEEL OPIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR OSERVICE SADDLE (2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL) OBYPASS VALVE (2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE OI BEND (2) 2" 90° BEND OR (2) 3" 90° BEND I J I BYPASS PIPE 2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED 2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL O BYPASS METER VALVE OR 3N2" REDUCER WITH 2" BRASS NIPPLE OBYPASS METER 2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY OM METER FLANGE 2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE O UNION 2" TWO-PART UNION OR 3" TWO-PART UNION OTEE 2" TEE OR 3" TEE O BUSHING 2N3/4" BUSHING OR 3"x3/4" BUSHING WITH 3/4" PLUG ® WATER MAIN CLASS 52 DI PIPE WITH RESTRAINED JOINTS OR WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7 OS CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE O DRAIN MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED O ACCESS HATCH "WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL. OLADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 O GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS VAULT MODEL NUMBERS METER SIZE VAULT BASE PIECE CENTER PIECE TOP PIECE ACCESS HATCH 3" 676-WA NO.676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 4" 676-WA NO.676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 6" 4484-LA NO.4484-BL NO.4484-ML NO.4484-TL-2-332P HHD-2D • STD. PLAN - 320.4 Sht. 2 of 2 PUBLIC WORKS „ „ APPROVED' DEPARTMENT 3 , 4", AND 6 WATER METER Martin Pastucha DATE Public Works Ad.mi..ro RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF RENTON Planning/Building/Public Works Dept. LO T T O 0 T N 1 L rA T J H H T N n W-420004 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET PUBLIC WATER DETAILS CLU G rr Q Q 0 LU = U) DATE: 03/28/2023 FIELDS", PAGE LU � DRAWING NO: C6.30 < > SHEET: 2 OF: 48