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Home My WebLink AboutS-406103T 1 N 1 In z �O VJ z W I- X W W ��W VJ VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) 1' 1' E OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER' OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANCARD 2" SAWCUT AND REMOVE SP=CIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MCDIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2--09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMEN- INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-06.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 * FOR SANITARY SEWER, PER SID PLAN 405 TRENCH W101.H * FOR JOINT UTILITY TRENCH, SAND WITI 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL MOTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF' 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA NATCHJNG THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER, 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND T-iICKNESS SHALL DE HMA CL }" PG 64--22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIA_ ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, -HE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL W DTH, THE CURB & GU -TER SHALL BE REMOVED AND REPLACED, OR THE 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 EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. STD. PLAN - 110.1 TYPICAL LONGITUDINAL PATCH • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR PPR �'P,l) DEPARTMENT RIGID PAVEMENT WITH OVERLAYPMmftm9_)� l PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE / MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT / STANDARD SPECIFICATION 5-05 SAW CUT SHALL BE VERTICAL SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES AND IN STRAIGHT LINES EXISTING CONCRETE PAVEMENT f�SEE NOTES BELOW SEE WSDOT STANDARD JS SPECIFICATION 5-01.3(6)AND NOTES BELOW EXISTING COMPACTED BASE SIDE OF TREH CSTC, BANK RUN GRAVEL FOR TRENCH BACKFlLL GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERILA IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PANEL REPLACEMENT DETERMINATION(, FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, -HE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: CONDITIONS ADDITIONAL REQUIREMENTS ALL BUS ROUTES ALL INTERSECTIONS PLUS ONE PANEL BEYOND THE CURB RETURN 40% OR GREATER OF EXISTING PANEL REMOVAL EXCELLENT CONDITION BASED ON VISUAL AND/OR NON -DESTRUCTION TESTING PRINCIPAL, MINOR, COLLECTOR ARTERIALS AND ALL STREETS IN CBD WITHOUT BUS ROUTES 6" MIN. SIDE OF TRENCH COMPACIED CRUSHED SURFACING TOP COURSE. NOTES: 1. TRANSVERSE JOKES 1-1/2" DIAM. X 18" 0 12" DOWEL BARS ON CENTER MEETING WSDOT STANDARD SPECIFICATION 9-07.5. 2. LONGITUDINAL JOINTS #5 TIE BARS X SD" 0 36" ON CENTER MEETING WSDOT STANDARD SPECIFICATION 9-07.6. 3. WHEN THE PCC PANEL IS LESS THAN 8" IN THICKNESS #5 TIE BARS X 30" SHALL BE USED. FOR TRANSVERSE JOINTS TIE BARS SHALL BE ON 36' CENTERS WITH NO LESS THAN 2 BARS PER SIDE ON SMALL REPAIRS OR REPLACEMENT PANELS. 4. TIE BARS AND CORROSION -RESISTANT DOWEL BARS SHALL BE PLACED IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATION 5-05.3(10). 5. DOWELS SHALL NOT BE USED WHEN PCC PANEL IS LESS THAN 8" IN THICKNESS, 6. NEW PCG PANEL SHALL MATCH THICKNESS OF EXISTING CONCRETE PAVEMENT. 7. FUIl PCC PANEL REPLACEMENT IS NOT REQUIRED WHEN OVERLAID WITH ASPHALT PAVEMENT, PUBLIC WORKS TYPICAL PATCH FOR RIGID STD. PLAN - 111 DEPARTMENT PAVEMENT WITHOUT ASPHALT 11'IlP FP � CONCRETE OVERLAY p, 1' 1 VARIES 1' 1' MiN I NIN MIN I MIN SPECIAL NOTE: �- IN TiIE EVENT TRANSVERSE PATCHES EXIST' WITHIN THE AFFECTED STREET, THE LENGTHi. OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 • .� 1 I FEET OF THE EDGE OF THE PATCH REOUIREO FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE 07 THE SECOND PATCH AND :�. �:•'' SO ON UP TO A. TOTAL OF 300 FEET. TRAFFIC FLOW �.,'•, "I 2" HMA--(�,,'•? 2" TO 8" HMA 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1 1 VARIES1' 7 MIN I MIN r I 1 MIN MIN 2" SAWCUT AND REMOVE OR PLANE. SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER EACKFILL - (EACH SIDE) WIDTH OF TRENCH AS REQUIRED SY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANY SPIORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIF.CATION 7-08.3(1)B TRENCH WIDTH FACE OF GUTTER OR EDCE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTINC PAVEMENT ` 2' - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANCARD SPECIFICATIONS, COMPACTED TO 95% MODRED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANCARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR' PLAN - 110 PUBLIC WORKS • Pl'R�"I�D DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY f d J 0 "INITIAL 2" DEEP SAWCUT OR GRIND, AND UMI- OF FINAL OVERLAY. GRIND AND PAVE FULL. STREET WIDTH OVERLAY REQUIRED. "EDGE OF EXISTING PAVEMENT EDGE OF TRAVELED LANE (EDGE STRIPE) VARIES: 4.5' MIN. (SEE STD PLAN 110.1; CENTER OF ANY MARKED LAPS LINE, PROVIDE NEW CHANNELIZATION AFTER OVERLAY SECONDARY FULL DEPTH SAWCUT FOR PROPOSED TRENCH "- INITIAL 2" DEEP SAWCUT CR GRIND, AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REQUIRED FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1 STD. PLAN - 110.2 PUBLIC WORKS REQUIRED SAWCUT, GRIND AND }-1T :,D: y DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES fQ- - OFFE ENGINEERS ��pF WASy��'� ��t° °°�� A 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412Fc/ 27460 ° STE�� -,� CONTACT: DARRELL OFFE, P.E. ss/oN°a I'° 05/23/2019 1 REVISED PER CITY COMMENTS DATED 05072019 NO. REVISION LENGTH FT w 0 50 a 100 uj 150 Lu 200 a 250 0 300 z 350 °0 400 450 LENGTH FT 0 d a 50 100 150 a 200 0 250 300 Z - 350 400 450 LENGTH FT I.I a 0 a 50 w 100 w 150 a 200 E3 250 z 300 N 350 400 450 LENGTH FT w 0 OL 50 100 w 150 a 200 c 250 z 300 u, 350 400 450 PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO _OSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y PUBLIC WORKS AIR TEST TABLE STD. PLAN - 410 DEPARTMENT ( LOW PRESSURE) r NT FOR SANITARY SEWERS MARCH 2008 6 IN. DIAMETER PIPE 0 50 100 15D 200 250 300 350 400 450 500 0 80 ib0 236 316 396 476 556 632 680 680 140 220 300 380 456 536 616 696 712 708 708 280 360 440 520 600 676 748 744 736 732 728 424 500 580 660 740 780 772 764 756 748 744 564 644 720 800 808 796 788 780 772 764 760 704 784 856 836 820 808 800 792 784 776 772 844 880 J660 844 832 820 808 800 792 788 780 908 884 868 852 840 828 820 808 804 796 788 908 868 872 856 844 836 824 816 808 804 796 908 888 876 860 852 840 832 824 816 SOS 804 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 220 3D0 380 456 536 E16 696 768 76D 752 744 440 520 600 676 756 836 840 828 812 804 792 660 740 820 896 932 908 888 868 856 840 832 880 960 1028 992 964 940 920 900 888 872 S60 1100 1084 1044 1012 988 964 944 928 912 900 888 1132 1092 1056 1028 1004 984 964 948 932 920 908 1132 1096 1068 1040 1016 996 980 964 948 936 924 1132 1100 1076 1052 1028 1008 992 976 964 952 940 1132 1104 1080 1056 1036 1020 1004 988 976 964 952 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 BO 160 236 316 396 476 556 632 680 680 316 396 476 556 632 712 832 816 804 804 792 632 712 792 872 952 984 952 928 908 888 876 952 1028 1108 1132 1088 1052 1020 992 972 952 936 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 964 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 1360 1324 1292 1264 1236 1212 1192 1168 1152 1132 1116 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 S92 972 948 924 900 884 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 1292 1700 1644 1596 1552 1512 1472 1440 1408 1380 1352 1328 1700 1652 1608 1568 1532 1496 1464 1436 1408 1384 1360 1700 1656 1616 1580 1548 1516 1484 1460 1432 1408 1388 TIME SECONDS ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 * d s 4 24 12" . J v. E a j 54" ° < ° 0 r MANHOLE FRAME AND COVER PER DRAWING 401. 6" 4" MIN. TO 12" MAX. O I- w m 6" NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.2 .ate PUBLIC WORKS SANITARY MANHOLE '•` DEPARTMENT SHALLOW SEPTEMBER 2011 SURVEYED: 4SITE SURVEYING DESIGNED: D. L. OFFE, P.E. DRAWN: DLO 052319 CHECKED: BY DATE AP P R APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: NE 1st STREET SEWER EXTENSION 05/23/2019 TUSCANY CONSTRUCTION, LLC FIELDBOOK: PAGE: WASTEWATER DETAILS & NOTES DRAWING NO: 5002 NE 1st STREET RENTON, WASHINGTON SHEET,. 3 OF: 3 co TO V J S-406103