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HomeMy WebLinkAboutW-426807SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. V♦ W z I- Q a cn W Poo G= Oy V ^�I n LLJ Cn C3 0 N Cn co / 0 / 0 / m 1114° AND 2212 ° BENDS PIPE CLAMP AND ANCHORROD °L L A A -� 45° BEND rPIPE CLAMP AND ANCHOR ROD MINIMUM DIMENSIONS PIPE SIZE BEND VOLUME ICE) A D L 111/4* 8 2.0' 3/a' 1.5' 4" 22 Yz° 11 2.2' Ya" 2.0' 45° 30 3.1' 6" 111/4 11 2.2' %11 2.0' 22 Yz 25 2.9' 45° 1 68 4.1' 8" it%* 16 2.5' %11 2.0' 22 Yz 47 3.6' 45° 123 5.0' 12" it Ya 32 3.2' 2.0' 22 Yz 88 45° 232 111/4' 70 4.1' 1" 3.0' 16" 22 %2 184 5.7' 11/8' 4.0' 45° 478 7.8' 20" it YY4* 91 4.5' 1 Y4' 3.0' 22 YYz 225 6.1' 4.0' 45° 560 8.2' it YQ 128 5.0' 1 Y4" 3.5' 24" 22 Yz° 320 6.8' 13/8' 4.5' 45° 820 9.4' * D = ANCHOR ROD DIAMETER NOTES: 1. CONCRETE BLOCKING SIZES BASED ON 200 PSI HYDROSTATIC PRESSURE AND 3,000 PSI CONCRETE. 2. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330.4. 4. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO MINIMUM 3' COVER. 6. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. 0 PUBLIC WORKS DEPARTMENT MAX 60' - NOTES: 1. SHACKLE RODS SHALL BE USED AS A JOINT RESTRAINT SYSTEM WHERE INDICATED IN THE PLANS OR SPECIFICATIONS OR WHERE OTHERWISE REQUIRED BY THE ENGINEER. 2. INSTALL THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS TO ENSURE ALL JOINTS ARE MECHANICALLY LOCKED TOGETHER. 3. EYE BOLTS SHALL BE INSTALLED TO PULL AGAINST THE MJ BODY AND NOT THE MJ FOLLOWER. TORQUE NUTS AT 75-90 FT -LB. 4. INSTALL RODS AT EQUAL THREAD DEPTH INTO COUPLING NUTS. ARRANGE RODS SYMMETRICALLY AROUND THE PIPE. 5. WHERE A MJ VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR "T" BOLTS INSTEAD OF HOLES, AN ADAPTER (FLXMJ) SHALL BE USED TO PROVIDE ADEQUATE SPACE FOR TIE BOLT INSTALLATION. 6. NO RUN OF RESTRAINED PIPE SHALL BE GREATER THAN 60' IN LENGTH BETWEEN FITTINGS. INSTALL LONG BODY SLEEVES WHERE A CONTINUOUS RUN OF PIPE GREATER THAN 60' IS REQUIRED TO BE RESTRAINED. 7. CONTINUOUSLY RESTRAINED RUNS SHALL USE Ml PIPE WITH EYE BOLTS INSTALLED AS ROD GUIDES AT EACH JOINT. MATERIALS 3/4" ALL -THREAD ROD, ASTM A242 CORTEN OR STAINLESS STEEL, SIZE AS FOLLOWS: MAIN DIAMETER NUMBER OF RODS 4", 6" 2 8", 10", 12" 4 16", 18" 8 20" 10 OB EYE BOLT 3/4" 90° EYE BOLT, CORTEN, WITH EYE TO ACCOMMODATE 3/4" ROD, ROMAC OR EQUAL OC COUPLING NUT 3/4" FULL HEX COUPLING NUT WITH CENTER STOP, ASTM A563 GRADE OR STAINLESS STEEL OD WASHER 3/4" ROUND FLAT STRUCTURAL WASHER, CORTEN OR STAINLESS STEEL 316SS OE NUT 3/4" HEAVY HEX NUT, ASTM A563 GRADE C3 OR STAINLESS STEEL 316SS STD. PLAN - 330.2 CONCRETE BLOCKING APPROVED: ..•.a PUBLIC WORKS FOR VERTICAL FITTINGS 6/28/2023 DEPARTMENT vaeucw°na-mlmaw DATE FLOW DUCTILE IRON PIPE (FL N PE) 13 UTILITY VAULT CO. VAULT FLOW 36" MIN. LENGTH OR APPROVED EQUAL -I i- 24" MIN. `�� n THRUST BLOCK (TYP.) 4" THICK CONCRETE SPLASH BLOCK //-L THRUST RESTRAINT COLLAR FOR - IN -LINE PRV OPTION. SEE DETAIL. PRV VAULT - PLAN VIEW BEEHIVE STRAINER 2.. 11 13 UTILITY VAULT CO. VAULT QOR APPROVED EQUAL 12"` 13 UTILITY VAULT CO. VAULT OR APPROVED EQUAL 4 _ T GALVANIZED 11 STEEL 36" FOR PIPES lo" & 1 12 g _ � 11 LADDER SMALLER, 48" 7 6 FOR PIPES 12" Y 2 9 g & LARGER FLOW 10 \ 12" IN UNDISTURBED SOIL INSTALL NON -SHRINK EPDXY GROUT THRUST RESTRAINT COLLAR FOR IN -LINE PRV OPTION. SEE DETAIL F 4" FINISH GRADE LOW 2" TYP. 1 / 12" MIN J 6" 0 S.D. PRV VAULT -ELEVATION ALL PIPING AND PRV ASSEMBLY INSIDE THE VAULT WILL BE SUPPLIED AND INSTALLED BY CITY FORCES CONTRACTOR TO INSTALL 10"DI SPOOL, 10" FCA'S, AND PIPE SUPPORTS - SEE DETAIL 1 ON SHEET C4.5 NOTE: ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. SUBMERSIBLE PUMP 12VDC WARREN-RUPP SPA 1-1/2 E WHERE STROM DRAIN IS ABOVE FLOOR ELEVATION OF PRV VAULT. PLAN FOR ELECTRICAL CONDUIT SHALL BE SUBMITTED FOR SPECIFIC USAGE. CONNECTION TO STORM PIPE WITH CATCH BASIN OR MANHOLE PRV VAULT - SECTION INLET & PREV SIZE AUZILLARY TEE ISOLATION DATE D.I. PIPE CL 52 GATE VALVE, UNION, TEE & PRESSURE UILITY VAULT CO. UTIUTY VAULT CO. . (IN) PREY SIZE (R,ELd VALVE (ILx ) O (FL x PE) BEND SIZE (IN) RELIEF VALVE VAULT MODEL NO. VAULT COVER (OTT) PIPE SIZE PIPE ( ) SIZE (IN) ADMTOR IOUP LING 1_010 H (IN) SZE (IN) (OR APPROVED EQUAL) 00� EL�nE.(0) T (�) © (D © (D10 11 1© 1© 14 6 6 1-1/2 6.4 6 36 1-1/2 (SE) 1-1/2 (SE) 5106-LA 3-332P 8 8 2 8.4 8 24 2 (SE) 2 (SE) 5106-1-A 3-332P 10 10 2-1/2 10.6 10 24 2-1/2 (SE) 2-1/Z (SE) 612-LA 3-332P 12 12 3 12.6 12 16 3 (SE) 3 (SE) 612-LA 3-332P 14 14 4 14x4 14 24 4 NO U ION 4 (R) 814-LA 3-332P 16 16 4 16.4 16 18 4 (NO U ION) 4 (FL) 814-LA 3-332P STD. PLAN - 340.6 PUBLIC WORKS PRESSURE REDUCING STATION DEPARTMENT IN -VAULT STANDARD �NSo� MARCH 2O10 W Z I I � LLJ � lo �� _ a - CD 00�0 6" MIN - 3" (MIN.) SHACKLE ROD JOINT RESTRAINT SYSTEM DIRECTION OF FLOW 6"MIN.(TYP.) STD. PLAN - 330.5 UNION (TYP.) DATE TO CITY METER STACKED METER SECTION\-6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. n PUBLIC WORKS �'a" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 + ' DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2O10 VALVE BOX AND LID SECTION A -A C 8" TO 12" 12 �I MATERIALS VALVE OPERATING NUT EXTENSION -7 2" SQUARE OPERATING NUT MAIN[LENG 41/4" DIAMETER Y8" MIN THICKNESS ETER STEEL, AS REQUIRED / MIN THICKNESS i 21/4" INSIDE MEASUREMENT 2 Y4" DEPTH NOTES: 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN 3' BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF 1' LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. 2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, WITH ANTICORROSION COATING CONFORMING TO AWWA C210 VALVE MARKER POST TWO-PIECE VALVE BOX WITH REGULAR OA VALVE BOX BASE SECTION TO FIT AND STANDARD 8" 34" TOP SECTION, OLYMPIC FOUNDRY INC 940 OR RICH #045 (NON -LOCKING) 3" E MIN COVER TO MATCH VALVE BOX C VALVE BOX LID MANUFACTURER, TO READ "WATER", 62" WITH EARS IN DIRECTION OF WATER \\ MAIN 8" THICK HMA FOR VALVE IN PAVED 24 /` OC HMA COLLAR AREA OR TxTx6" CONCRETE PAD IN UNPAVED AREA OOPERATING SEE DETAIL, THIS SHEET NUT EXTENSION WHITE MARKER POST WITH ANCHOR BARB AND BLUE LABEL TO READ OE MARKER POST "WATER", CARSONITE UTILITY MARKER NOTES: CRM3-066-08 OR EQUAL 1. VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS. 2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST WITH 2" NUMERALS. VALVE BOX STD. PLAN - 330.7 • PUBLIC WORKS APPROVED: DEPARTMENT OPERATING NUT EXTENSION, OLI�j s/z8/zc AND MARKER POST °un.w.,h"': uam.,m..,.- DATE PLAN ---- ------------- I I L z C 7- p MIN 7 a 4 F a ° I I I � 0 CD ° 12" a MIN ----I---------A --,-- < MIN •} PUBLIC WORKS DEPARTMENT ELEVATION 3" TO 10" DCDA VAULT INSTALLATION FIRE SPRINKLER SYSTEMS STD. PLAN - 350.3 Sht. 1 of 2 DATE 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 DESIGNED: 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET DRAWN: N/D.RIDDLE DRAWN: ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET J.GREEN D.RIDDLE Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: ONE INCH DATUM J.AT FULL S TAFLIN J.GREEN IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY J. TAFLI N PLAN WATER MAIN a E a � G j � a 4 /Ii. E D C A O� 8 C D\ PROFILE MATERIALS G PLUG OR CAP MAIN LINE PLUG OR CAP WITH 2' TAP (FIPT) O PIPE 2" CLOSE NIPPLE O BEND 2" 90° BRASS BEND (FIPTxFIPT) OD PIPE 2" BRASS OR BRONZE NIPPLE, LENGTH TO FIT 2" GATE VALVE (FIPTxFIPT) WITH SQUARE OPERATING NUT AND VALVE OPERATING NUT EXTENSION AS OE GATE VALVE REQUIRED PER STD PLAN 330.1 OF VALVE BOX AND LID VALVE BOX AND LID PER STD PLAN 330.8 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST OG BLOCKING UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. STD. PLAN - 340.2 PUBLIC WORKS %.j�J11 2" BLOW -OFF ASSEMBLY APPROVED: �I� DEPARTMENT (TEMPORARY) U �� 6/28/2( o.,w. wenam,.....,... DATE NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 f: 425-453-8208 www.navixeng.com /2/07/ZQ23 W-426807 r MO W O O M N 1 L J W W O O O O 1 M N Q M J Ln w M O O O 1 N N W IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY % TA411I DEVELOPMENT ENGINEERING A J (n jchavez 12/20/2023 ' yqi 12/20/2023 W Z H OC Q DATE: WEST77 PARTNERS 12.07.2023 CITY OF L I VAWAY HOTEL FIELDBOOK: RENTON PAGEI • PARK AVENUE NORTH DRAWING N0. LU Planning/Building/Public Works Dept. RENTON, WA 98057 C-4.4 W WATER DETAILS SHEET: 26 OF: 41