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Home My WebLink AboutS-392902gel W Lil U ::5 I__q z Z 0 C) /A W V � z O z W W 3 DRIVEWAYS SHALL BE PAVED TO THE EDGE 3 OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE O AVOID E-X�s�`NGROPP / DAMAGING OFF THE ROADWAY IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-B" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS \' �J PROVIDE FULL WIDTH OF NOTES '(\ INGRESWEGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRABTENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURSTSTRENGTH ASTMD3786-80A 400PSI MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. Y STD. PLAN — 216.10 + PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 L 120 VOLT ELECTRICAL OUTLET FOR J HEAT TAPE. INSTALL HEAT TAPE 3 FOR FREEZE PROTECTION CENTER BACKFLOW I w PREVENTER IN O REDUCED PRESSURE ENCLOSURE a BACKFLOW ASSEMBLY o (RPBA) 3" MIN. 3" MIN. INSULATED ENCLOSUR 3" MIN. "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER `Q 3" MIN. CONCRETE SLAB z UNION FINISHED iv GRADE FINISHED GRAD � r 2" 00 DRAIN z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW — INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VI EW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA'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 RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA 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 SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. �o + PUBLIC WORKS REDUCED PRESSURE BACKFLOW PLAN — 350.2 O DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2O10 �'NTC PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. DRAINAGE GRATE GRATE FRAME D SEDIMENTAND DEBRIS r v� r FILTERED WATER 5" MAX. TRIM n.a v OVERFLOW BYPASS r v BELOW INLET GRATE DEVICE r o A A A SECTION VIEW DRAINAGE GRATE REC- ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). -M (FYP.) Y � PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 DEPARTMENT it+N,tO MARCH 2O08 — RECESSED y '+ LIFT POCKET ® 3/4" LETTERING "SEWER" SEWER a (2) BOLT SOC. (ALLEN HEAD) — 5/8" — 11 X 1.5 STAINLESS ® STEEL REF. PART #00981177 1-3/16" 8" CLF ,..,,.` ASPHA 5/F>Lln== 1-1/8" I' 2-1/4" CAST IRON RING AND COVER BOLT DETAIL 45' (1 /8) BEND Not to Scale FRAME tTOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 2 CITY REVISIONS 1 CONSTRUCTION PERMIT SUBMITTAL N0. REVISION 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE maw CITY PIPING J I IN UNIMPROVED RIGHT OF K I WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w' I SIDEWALK a I TOUCHREAD WATER METER TO BE PRIVATE PIPING SUPPLIED BY THE 12 z x , 36" MIN COVER a CITY > TYPE "K" SOFT o 0 COPPER TUBING "5 0 22-1 /2' !!! NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"0/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR MUELLER: 3/4—B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1—B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST—IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. L4A— A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB 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. Y G°� 0 PUBLIC WORKS 34' AND 1" WATER SERVICE STD. PLAN — 320.1 + � � �NTO� DEPARTMENT NOVEMBER 2000 r— L-HIN 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. Y �tiz o 3 4 " TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR �- DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 �'NTO CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDLINES. NIKOLAI BOSSOFF 02/19/19 NAME DATE LICENSE # 29631 S-3929002 W-3929002 R-3929011 P\ B O� OF WAS,y�SSO A7 0 z ,1 o � 2963 "GIST E� FSSIONAL �N�� Nick Bossoff Engineering, Inc. 191 NE Tari Lane Stevenson, WA 98648-4201 EXPIRES 7/2/19 Phone: (425)881-5904 SURVEYED: SCALE: PACE VERTICAL: NAVD 1988 Y 1"-20' C) HORIZONTAL: NAD 1983/1991 O CITY 0 DESIGNED: �� — T NB DRAWN: RENTON TKB 06/21/17 NB TKB ONE INCH �FN-T TKB 12/28/16 NB CHECKED: DATUM NB AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY NB B Y: B Y: B Y: B Y: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS F)ATF- RENTON SONIC DETAILS F)ATF- DATE: DATE: N 00 0 0 U z �O DATE: V / 02/19/19 EUDz PAGE: O DRAWING N0: z u..i SHEET: 9 OF: 16