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Home My WebLink AboutS-386401V- - -1- _ _ W; SANITARY SEWER NOTES ANDSPEC ATKM: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF ,A* 0 RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND o ... ...... ......... ................... ............ ..... . ........... . ...................... SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & O . ........ .............. PIR w m SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. -A ............... ............... ........... .......... . . ....... ....... ........... ................... 2. THEN OURS OFW RK IN THE STREET RIGHT OF WAY SH .ALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN - ---- ----- MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. .............. .... ............. 'S RESPONSIBILITY TO ........... ....... -- --------- . . .............. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR . . . ....... 811 WATEA,... . . .............. ....... VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. . .......... ...... . ................ ....... ............. .......... . . ......... . ....... . . . ............. ... 0 6 4. A PRE -CONSTRUCTION CONFERENCE ANDA 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 4. 'S (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR EX. 8. SEWER RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. S88049'0 -7"E 95.95 % 71.95 1 zq,,9u7 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE -N EX. 8" SS CLEAN OUT SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. ADJUST RIM TO FIN1914. GRADE e, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. LOT I (7f012 SQ. FT) 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. CEO 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, EX. HOUSE 0 0 WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. TO REMAIN 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE j COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 178 LF 8" Nd"SEWER1 @ 0.50% 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORK .....7 . DEPARTMENT 11 . ... ..... 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL 51 CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE 1 38.93 9.96 1 DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. N99 65Y02T 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE TRACT A 10 STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE (51412 SQ. FT) LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF Uj RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 10.04 MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, ZIP UNYIELDING BASE. PIPE BEDDING SHALL PEA GRAVEL 6 INCHES ABOVE AND BELOW PIPE. 11 LF 6" SIDE SEWER 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON STUB @ 2.0%..21 4"WATER CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. f cn 7TH, ............. PER STD. PLAN 406. SEE SHEET WAII 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR - - - - - - - - - - - - - - - - -- ._] MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL I V DIRECTIONS TO MATCH PAVING. 12 X" 14" RECESSED DIF T POCKET 11 N,C, SOCKET HD SCREW 1 4LONG (BRONZE OR S, S) h" x 2" RAISED PADS 12 y4", 14 - CAST IRQN RINQ ANN LQVER 2" A. C, I -L. 45' (1 /8) BEND x\ 40 45- (1/8) BEND 121- f) -F SAND OR EXPANDABLE FOAM WATER 'nGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER MOTES; - 1. e AND 6* CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL. CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY, 2, IN UNIMPROVED AREAS, POUR A V-0- THtCK, 2:'-0- SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING ANO COVER, ----------- --- SM. PLO 40111.1 PUBLIC WORM ]DEPART"n POK SAAMAnY 8�111111M KSA~ 7 7 SEPTEMBER 2011 E CD C6 at I Land Planning e Civil EngWieering LO 0 N 5130 South 166th Lane SeaTac, WA 98188 > T (206) 229-6422 0 z HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE CALL 811 20 10 0 10 20 10 5 0 5 10 BEFORE YOU DIG 1 inch = 20 ft. 1 inch= 10 ft. JOB NO. bUKVtTtU: SCALE: I I I I DESIGNED: 111=20' H. H. PHAN DRAWN: H. H. PHAN CHECKED: ONEINCH I ATFULL SCALE IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR - --- - --------------- __ 5-386401 I PROPERTY LINE - --------- z F FUTURE 6" SUILDNG SEWER IRWE SULDING SEMP, -------------- 4" STUD MARKING POST, PAINTED 'TU MTN 6" SADE OUTLET 6,n m° WYE OHITE: WITH THE WORD: 'SEWER' STENCILED SURFACE CLEANOUT IMTH W 3" HIGH BLACK LETTERS AND #6 MIRE CAST IRON MNG & COVER VRAPPIED AROUND THE STUD AND MAN IRON WORKS 0 2,(EAST 975 OR APPROVED EWAL EMNDED TO TME TOP OF THE STUD. spL-CIF Y "SEWER, ON LjvF SEE SM, PLAN 403A FOR INSTALLA-nON) ACCEPTAEU PROCEDURES FOR SIDE SEVER CONNECTIONS TO MAN LINES ARE AS FOLLOW, A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION Of SEACR MAIN VATH A NEW TSE USING FLEAKE CDJPUNGS ( FERNCO OR APPROVED EOUAL), 13. CONCRETE MAIN - CUT IN A NEW SEC110N OF SEW Y MAN WITH A NEW 'TEE USING:FIIrXISLE COUPLINGS (FERNCO OR APPROVED EQUAL), C, PVC MAIN - CORE--DRILL-EO WTH A ROMAC SADIDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USIN-0 RfOD COUP040S. DDUCTILE IRON MAN - CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) :E. -MANHOLF CONNECTION - ALL CrEANECTI(MS TO MANHOLE% SHA -L 8F AT MANUFACTURED KNOCK -OUTS OR THE 60" ALLOWABLE MAX, FOR CAST IRON PIPE OR DUCTILE IRON PIFIE. 1, 3:5 MIX CONCRETE BLOCK NG f G9 SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" M 'N. MAIN SEWER MAIN CONCREM JILOCKANG --- ANGLE IMICAL 5IQE aEAER LLEYAMN OF T--- ER 25 EE AT MAIN OV ELEVA-nQN N_QM UNLESS OTHERWSE SHOft ON PLAN, S-1111DE SEWER SHALL HAVE A MINIMUM 2.5* COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, INHIICIHEVM''R IS LOWER, MD. PLW PUBLIC WORKS DFPAfrMNT (SMMK MAM TO w LJNK) JANUARY 2013 ------------- W (SEE 11NOTEL ) LIMiTS OF PIPE ZONE BED,,L)ING f -_OR SANITARY �;EWER PIPE NOILZ T; :PRO�ADE UNIFORM' SUPPORT UNDER BARREL. 2, HAND TAMP UNDER HAUNCHES, 3, COMPACT BEDDING MATERIAL TO 9.5% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPC INSTALLATION SHALL BE PER 'SECTION 7-08 OF THE STANDARD SPECIFRCAPONS- 5, PIPE ZONE MATERIAL 'SHALL BE "GRAVEL BACKFJLL FOR DRAINS', AS SPECIFIED IN. THE AGGREGATES SECMN OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL, 6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TWO ENSURE FLOW LINE IS MAINTMNED. 7, TRENCH MOTH SHALL BE PEP, SEC -""EON 2-09.4- OF THE: STANDARD SPZEC!n�CAPONS. SM. PLO Pusu. C WORKS j"** DEPARTMENT r:0K SAMTAKY OCTOBER 2012 BY: Dr . ATE: B DATE: Y: DATE: BY: DATE: 91 13 0 �z m m o Uq > 15 cz: z C3 C r Cy)- r rm c cp z m E m 0 oz IL 4_j :3 0 >_1 C3 __j V) C/-) U a_ I C D z 0 i a E 0 0 :3 0 0 0 0 E CD C6 at I Land Planning e Civil EngWieering LO 0 N 5130 South 166th Lane SeaTac, WA 98188 > T (206) 229-6422 0 z HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE CALL 811 20 10 0 10 20 10 5 0 5 10 BEFORE YOU DIG 1 inch = 20 ft. 1 inch= 10 ft. JOB NO. bUKVtTtU: SCALE: I I I I DESIGNED: 111=20' H. H. PHAN DRAWN: H. H. PHAN CHECKED: ONEINCH I ATFULL SCALE IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR - --- - --------------- __ 5-386401 I PROPERTY LINE - --------- z F FUTURE 6" SUILDNG SEWER IRWE SULDING SEMP, -------------- 4" STUD MARKING POST, PAINTED 'TU MTN 6" SADE OUTLET 6,n m° WYE OHITE: WITH THE WORD: 'SEWER' STENCILED SURFACE CLEANOUT IMTH W 3" HIGH BLACK LETTERS AND #6 MIRE CAST IRON MNG & COVER VRAPPIED AROUND THE STUD AND MAN IRON WORKS 0 2,(EAST 975 OR APPROVED EWAL EMNDED TO TME TOP OF THE STUD. spL-CIF Y "SEWER, ON LjvF SEE SM, PLAN 403A FOR INSTALLA-nON) ACCEPTAEU PROCEDURES FOR SIDE SEVER CONNECTIONS TO MAN LINES ARE AS FOLLOW, A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION Of SEACR MAIN VATH A NEW TSE USING FLEAKE CDJPUNGS ( FERNCO OR APPROVED EOUAL), 13. CONCRETE MAIN - CUT IN A NEW SEC110N OF SEW Y MAN WITH A NEW 'TEE USING:FIIrXISLE COUPLINGS (FERNCO OR APPROVED EQUAL), C, PVC MAIN - CORE--DRILL-EO WTH A ROMAC SADIDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USIN-0 RfOD COUP040S. DDUCTILE IRON MAN - CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) :E. -MANHOLF CONNECTION - ALL CrEANECTI(MS TO MANHOLE% SHA -L 8F AT MANUFACTURED KNOCK -OUTS OR THE 60" ALLOWABLE MAX, FOR CAST IRON PIPE OR DUCTILE IRON PIFIE. 1, 3:5 MIX CONCRETE BLOCK NG f G9 SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" M 'N. MAIN SEWER MAIN CONCREM JILOCKANG --- ANGLE IMICAL 5IQE aEAER LLEYAMN OF T--- ER 25 EE AT MAIN OV ELEVA-nQN N_QM UNLESS OTHERWSE SHOft ON PLAN, S-1111DE SEWER SHALL HAVE A MINIMUM 2.5* COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, INHIICIHEVM''R IS LOWER, MD. PLW PUBLIC WORKS DFPAfrMNT (SMMK MAM TO w LJNK) JANUARY 2013 ------------- W (SEE 11NOTEL ) LIMiTS OF PIPE ZONE BED,,L)ING f -_OR SANITARY �;EWER PIPE NOILZ T; :PRO�ADE UNIFORM' SUPPORT UNDER BARREL. 2, HAND TAMP UNDER HAUNCHES, 3, COMPACT BEDDING MATERIAL TO 9.5% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPC INSTALLATION SHALL BE PER 'SECTION 7-08 OF THE STANDARD SPECIFRCAPONS- 5, PIPE ZONE MATERIAL 'SHALL BE "GRAVEL BACKFJLL FOR DRAINS', AS SPECIFIED IN. THE AGGREGATES SECMN OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL, 6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TWO ENSURE FLOW LINE IS MAINTMNED. 7, TRENCH MOTH SHALL BE PEP, SEC -""EON 2-09.4- OF THE: STANDARD SPZEC!n�CAPONS. SM. PLO Pusu. C WORKS j"** DEPARTMENT r:0K SAMTAKY OCTOBER 2012 BY: Dr . ATE: B DATE: Y: DATE: BY: DATE: 91 13 > �z m m o Uq > 15 cz: z 0 C r Cy)- r rm c cp z m z m m 0 IL AIL: VERTI"``1�1: NAVD 1%8 C NTRAL ISLAND SHORT PLAT I �r� 9-10-2015 HORIZON: NAD 991 CITY OF3413 NE 7TH STREET FELMOOK: GE: PALA RENTON, WA 98056 "MANNG NO: DATUM ��1 < RENTON Planning/Building/Public Works Dept. SEVER PLAN AND PROFILE w S14EET: OF: AND DETAILS 5 8 ��to 4OS- S-'C)�4YOI > z m o Uq > AIL: VERTI"``1�1: NAVD 1%8 C NTRAL ISLAND SHORT PLAT I �r� 9-10-2015 HORIZON: NAD 991 CITY OF3413 NE 7TH STREET FELMOOK: GE: PALA RENTON, WA 98056 "MANNG NO: DATUM ��1 < RENTON Planning/Building/Public Works Dept. SEVER PLAN AND PROFILE w S14EET: OF: AND DETAILS 5 8 ��to 4OS- S-'C)�4YOI