No preview available
HomeMy WebLinkAboutW-429003VJ W O 2 z O W U a n I— z a rr N U u EXISTING WATER MAIN TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING 8'+ a a o ;7//// �� oOo NEW DI WATER MAIN a TEMPORARY BLOCKING ® CONNECTION TO EXISTING MAIN (BY CITY FORCES) (1) TEE (FLxFL) (2) DI SPOOLS (2) LONG BODY DI SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) (3) GATE VALVES (FLxMJ) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (2) DI SPOOLS (1) LONG BODY DI SLEEVE (MJ) 1 NEW DI WATER MAIN NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH SAME OUTSIDE DIAMETER 3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE PUBLIC WORKS CONNECTION TO WATER MAIN DEPARTMENT CUT -IN TEE AND THREE VALVES VALVE BOX AND LID SECTION A -A C 8" TO 12" MATERIALS STD. PLAN - 300.3 6/28/2023 Macon Pastu[ha DATE Publk Works Atlministnt« VALVE OPERATING NUT EXTENSION 7 2" SQUARE OPERATING NUT MAIN 4%4' DIAMETER Ys" MIN THICKNESS 1" DIAMETER STEEL, LENGTH AS REQUIRED MIN THICKNESS 7 2Y4' INSIDE MEASUREMENT 21/4" DEPTH NOTES: 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN 3' BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF V 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 /O TWO-PIECE VALVE BOX WITH REGULAR BASE SECTION TO FIT AND STANDARD 8" 34" OA VALVE BOX TOP SECTION, OLYMPIC FOUNDRY INC 940 OR RICH #045 (NON -LOCKING) 3" MIN E COVER TO MATCH VALVE BOX B O VALVE BOX LID MANUFACTURER, TO READ "WATER", 62" WITH EARS IN DIRECTION OF WATER > \\ MAIN \ �j 8" THICK HMA FOR VALVE IN PAVED 24' \ OC HMA COLLAR AREA OR 3'x3'x6" CONCRETE PAD IN ' UNPAVED AREA 1` O OPERATING SEE DETAIL, THIS SHEET NUT EXTENSION WHITE MARKER POST WITH ANCHOR E O MARKER POST BARB AND BLUE LABEL TO READ NOTES: "WATER", CARSONITE UTILITY MARKER CRM3 066-08 OR EQUAL 1. VALVE MARKER POST TO BE USED FOR ALL MAINLINE 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,( 6/28/2023 AND MARKER POST Martin Pa uda pbrw•rka Aamim"mt« DATE TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES IV V 1 GJ: 1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. MATERIALS COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 51/4" MVO, OA HYDRANT 1 Y4" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE EQUIPPED WITH S" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. OB TEE MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET OC VALVE 6" GATE VALVE (FLxMJ) OD VALVE BOX VALVE BOX AND LID PER STD PLAN 330.7 OE PIPE CLASS 52 DI, LENGTH TO FIT OF JOINT RESTRAINT MECHANICAL JOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS OG GRAVEL 1 %4" WASHED DRAIN ROCK, MINIMUM 1' ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL O CONCRETE BLOCK MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE OI BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 J0 SHEAR BLOCK 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2 O PAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 • STD. PLAN 310.1 t .} PUBLIC WORKS FIRE HYDRANT ASSEMBLY APPROVED: DEPARTMENT 6/28/202L]36/28/2023 ryuhli<nWosks`Admimstrrtor DATE PLAN --- a a ° L_-- _J H � — J A D Pa d A< %/ J da / G G A PROFILE MATERIALS OA TEE MAIN LINE TEE WITH 4" SIDE OUTLET (MJxFL) WITH PLUG (MJ) OB GATE VALVE 4" GATE VALVE WITH 2" SQUARE OPERATING NUT AND VALVE OPERATING NUT EXTENSION AS REQUIRED PER STD PLAN 330.1 OC VALVE BOX AND LID VALVE BOX AND LID PER STD PLAN 330.8 OD FLANGE 4"x2" TAPPED FLANGE (FLxFIPT) OE PIPE 2" BRASS OR BRONZE NIPPLE, LENGTH TO FIT OF BEND 2" 90- BRASS BEND (FIPT x PACK JOINT), FORD C14-77-Q-NL OR EQUAL OG ADAPTER 2"x2 Y2" BRASS ADAPTER (FIPTxMNST) OH CAP 2 %i' CAP (FNST) WITH GASKET, NOT VENTED OI METER BOX AND LID METER BOX, ARMORCAST A6001640PCX18, WITH METER BOX LID, ARMORCAST A6001947RCI-H7, TO READ "RENTON WATER", EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX J0 BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 STD. PLAN - 340.1 • PUBLIC WORKS 2 BLOW -OFF ASSEMBLY APPROVED: DEPARTMENT (PERMANENT) L_1vtjL 6/28/2023 o "w.`'+m„.k..— DATE 8/23/2024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS ►Na ilk A ON N •► MAIN FINISHED GRADE 9" TO 12" n a a24" TO 90" LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER .I Z J IN UNIMPROVED ROW, w INSTALL. METER BOX w CITY PRIVATE a. AT PROPERTY LINE WITH ap 1" COPPER TAILPIECE a PIPING PIPING SIDEWALK r,.. 12" TO 30„ nri MATERIALS CORPORATION STOP 1" BALL CORPORATION STOP WITH BALL VALVE, AWWATAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,. FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ TUBING 1" TYPE "K" SOFT COPPERTUBING 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK METER SETTER VALVE ON OUTLET, FORD VBH74 15W-44-44-Q-NL, A.Y. MCDONALD 721-415WCQQ 44, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"0/4" METERS WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY METER BOX METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ LJ "RENTON WATER" 'F COUPLER AND PLUG COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE G GRAVEL 1%4"WASHED GRAVEL PUBLIC WORKS DEPARTMENT 1" WATER SERVICE STD. PLAN - 320.1 DATE NOTES:=� 1. AIR AND VACUUM RELEASE VALVE ASSEMBLY MUST BE INSTALLED AT THE HIGHEST POINT IN THE WATER MAIN. IF THE HIGH POINT FALLS IN A LOCATION WHERE THE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF MAIN TO CREATE THE HIGH POINT AT A LOCATION WHERE THE ASSEMBLY CAN BE INSTALLED. 2. LOCATE METER BOX OUTSIDE OF TRAFFIC AREAS, BEHIND THE CURB. MATERIALS O CORPORATION STOP 1" BALLCORP WITH AWWA TAPERED (CC) INLETAND COPPER THREAD OUTLET, FORD FB600-4-NL OR EQUAL OB SWING JOINT 1" BRASS SWING JOINT OC PIPE 1" TYPE "K" SOFT COPPER TUBING OD COUPLING 1" STRAIGHT COUPLING (MIPT x PACK JOINT), FORD C84-44, MUELLER H15428, OR EQUAL OE GATE VALVE 1" BRONZE GATE VALVE, THREADED, RED -WHITE VALVE NO. 280, OHIO BRASS NO. 2500, OR EQUAL OF UNION 1" BRASS UNION OG PIPE 1" BRASS NIPPLE OH AIR &VACUUM RELEASE VALVE 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY, APCO NO. 143-C, VAL-MATIC NO. 201-C, OR CRISPIN UL10, OR EQUAL ASSEMBLY OI PIPE 1" GALVANIZED IRON NIPPLE JC BEND 1" 90a GALVANIZED IRON BEND OK UNION 1" GALVANIZED IRON UNION OL PIPE 1" GALVANIZED IRON PIPE, LENGTH TO FIT (1) 2"X1" BELL REDUCER OM SWING JOINT (2) 2" 90• STREET ELLS ON PIPE 2" GALVANIZED IRON PIPE, LENGTH TO FIT, FIELD LOCATE OO BEND 2" 180• RETURN BEND, OPEN PATTERN OP STRAINER 2" BEEHIVE STRAINER ® METER BOX AND LID METER BOX, ARMORCASTA6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ "RENTON WATER" OR GRAVEL 1 V4" WASHED GRAVEL STD. PLAN - 340.3 PUBLIC WORKS 1 AIR AND VACUUM RELEASE APPROVED: DEPARTMENT VALVE ASSEMBLY 6/28/2023 Martin Pa.wtna DATE wamw«waemmkmat« SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN: TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE APPR APPROVED: SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M w z J Qr I rr LL- W I DIRECTION OF FLOW 3„ DX 0 (MIN.) 6" MIN. 6"MIN.(TYP.) UNION (TYP.) PLAN 3"MAX. z 00 z -Q 0 PO r'i 6"MIN. 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., A.TTN: WATER UTILITYCROSS—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. ° PUBLIC WORKS �'4" TO 2" DOUBLE CHECK VALVE STD. PLAN — 340.8 ` DEPARTMENT ASSEMBLY FOR IRRIGATION OR ,TOE RESIDENTIAL FIRE SPRINKLER MARCH 2O10 CITY OF vR RENTON Planning/Building/Public Works Dept. URR 0 O C„) N An u r-r � Vt N Q J SERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 W-429003 Uj IN COMPLIANCE WITH CITY OF RENTON STANDARDS O 2 WATER UTILITY DEVELOPMENT ENGINEERING z ABDOUL GAFOUR 09/13/2024 NJanders, 09/16/2024 O I— W U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 PAGE, OK: z PARCEL 2023059052 PAGE: DRAWING NO: 20069 im WATER DETAILS SHEET: OF: C6.2 28 V