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Home My WebLink AboutR-401214N T C) 1 W I- U) Z W 0 Q CD J J LAME LINE EE MARKING W N 2" - 6„ HMA . T (S-EE NOTE 2) 1 Q MIN. *k 1 I -2" HMA (-SEE NOTE 2) .2" SAW CU7 AND REMOVE OR 'LANE, SEAL WITH AR-400CW WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICAPON 2-a-9_4) PLLIS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS GF WSDOT STANDARD SPECIFICATION 7-08.3(1)6 NOTES: VARIES: 4, 5' MIN, J SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT EDGE OF PAVEMENT, EDGE 1 OF CURB & CUTTER, OR MIN, CENTER OF LANE MARKING 6" CRUSHED SURFACING TCP COURSE (CSTC) (9-03-9(3)) PER WSDOT STANDARD SPECIFCATIONS, COMPACTED TO 95% M0011FIED PROCTOR CSTC, BANK RU14 GRAVEL FOR TRENCH BACKFILL (9-03-19), GRAVEL BORROW (S-03.I4(1)) PER WEDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN VA17ING BY FNGINEER BASED ON GEOTECH REPORT, CDVPACTED TO 957� MODIFIED PROCTOR. '-PIPE ZONE BEDDING MATEMAL AND COMPACTION AS REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS FOR THE TYPE OF rMPROVEME€VT INSTALLED, EXCEPT: * FOR STORM AND WATER PIPE, PEP STD PLAN 220_0 * FOR SANITARY SEWED, RER ETD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND NTH 95% PASSING A 04 SIEVE AND LESS THAN 5% PASSING A 0200 SIEVE 1- WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DEI RIOIRATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTINC PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED M7H 11M4 MATCHING 7HE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2- PRINCIPAL/ MINOR/COLLECTOR, ARTERIAI_, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN E.,. RE&DENTIAL ACCF-SS STREETS -- HMA CL 4- PC 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN ND CASE LESS THAN 4". 3- WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LAVE, CURB & CUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CkJRB & GUTTER SHALL BF REMOVED AND REPLACED, OR THC SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4, IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT, 5- IF TRENCHING THROUGH EXISThNG DRfVEWAAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TD MEET ADA STANDARDS - TYPICAL LONGITUDINAL PATCH STD. PLAN - 110A 19 filf PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR DEPARTMENT RIGID PAVEMENT WITH [OVERLAY TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY RD7 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com NOT TO SCALE C09 W. OFF I, G9 on Z elein << .01 G�s6:��, G` ONAL BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 101108120 1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT CT 01/25/19 N0. REVISION BY DATE SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT DRAWN: RB/CT ONE INCH DATUM CHECKED: AT FULL SCALE TG IF NOT ONE INCH P I R APPROVED: SCALE ACCORDINGLY TG 1-1/2" AND 2" WATER S5g&f11C`iE1 bt- iAlL CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. CITY PIPING �z } IN UNIMPROVED r RIGHT-OF-WAY INSTALL METER a BOX AT PROPERTY LINE WITH a 0 12" LONG COPPER TAILPIECE 0 o_ o_ 9" MIN. 12" MAX. Z X X o o , LEAVE EXPOSED o ,fin U 4 7 (U M N C) U 12" BY PASS NOT ALLOWED 0� FOR IRRIGATION METERS U \�/ '-CRUSHED ROCK BASE TO SUPPORT A _ /� VAULT. / "� DRILL 2" HOLE FOR TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID 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. TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x I�tFtT). 5. each 2" brass or bronze nipples 6" length, threaded ends. 2 each 2"-90' brass or bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90° ell. 9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16" ), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in Mg, er setter by contractor. 11, -Woter r.me$er shall be supplied and installed by, ,,City, off' Renton upon pgynen,t��di all related water meter fee and safirsfackory,jp'ressure and purity tests. 12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. PRIVATE PIPING MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2i1Ibrassllar bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90` bras , for bronze elbows (FIPT x FIPT). 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 1-1/2" threaded brass 90° ell, for Ford 4-77 or equal. 9. 1-1/2" Customsetter with by-pass For' VEH 86-12B-11-66 (x 13-3/16"), McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1/2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader t,q be supplied and installed in meter setter by. contractor. 11. Water meter shall Pher+Isupplied and installed by City of Renton upon payment ofl�.al( re�dtedli .bter meter fee and satisfactory pressure and purity tests. 12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. ZY *► �� PUBLIC WORKS 1 !2" AND 2" WATER SERVICE LOCATED STD. PLAN - 320.2 DEPARTMENT IN PLANTING STRIP NTp� MARCH 2O10 1 1/2" AND 2" WATER SERVICE LOCATED IN PLANTING STRIP WA7 NOT TO SCALE C06 R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) Aomttk vR MERRILL GARDENS AT RENTON CENTER- ADDITION C TY OF RENTON 104 BURNETT AVE S, RENTON, WA 98057 1waoPlan ning/Building/Public Works Dept. CITY DETAILS - MISC 1 /8/20 PAGE DRAWING NO: C18 SHEET: 18 OF: 34 `1J T CU H • H Cl) Z W 0 Q 0 W 2