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Home My WebLink AboutR-389616�J DD O 00 0 0 U V) a N O 0 N iv E 0 0 CD I O N V) 0 / O N 1-1 1n O O O N q N iT BEDDING MATERIAL FOR SANITARY SEWER E1PE . -SEE NOTE 5y A FOUNT ATION LEVEL BEUDtN-G1 FtGR �AMTAIRY gEWt-R f4PE CONSTRUCTION DETAILS W (SEE NOTE 7) LIMITS- OF PIPE ZONE P.D. OF PIPE f` 1. PROVIDE UNIFORM ISUPP�ORT })N4ER I8'ARI�EL. f I 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MAT�RIAL TO P5% Mai. Dl NSITY IEXC�EPT DIIREgTLY OVERLPIPE. HAND TAr�IP (ONLY. 4. PIPET INSTaLLAf!ON SHALL BE PLR SECS ON 7-08 OF THE STANDARbb SppECIFICATIbNS. 5. PIPE ZONE MATERIAL SHALL IBE IPER SECTION 19-03.121(3)' OF THE STANDARD ISPLCIF� ON� R - GRA�L. ; 6. PIPET MUST BE ANCHORED IN SUCH A MANNER IAS ITO IENSURE FLOW LINE IS MAINTAINED- 1 _I 7. TRENCH WIDTH SHALL E PER SECTION 2�-I09.4 OF.-TLHE I STANDARD -SPECIFICATIONS. l s, STD. PLAN - 40S PUBLIC WORKS PIPE BEDDING �"IOVEIQ: DEPARTMENT FOR SANITARY SEWERSm DATE Ld 6 IN. DIAMETER PIPE 6 IN. DIAMETER PIPE 0 LENGTH FT 0 50 100 150 200 250 300 350 400 450 500 d 0 0 80 160 236 316 396 476 556 632 680 680 � 50 140 220 300 380 456 536 616 696 712 708 708 w 100 280 360 440 520 600 676 748 744 736 732 728 � 150 424 500 580 660 740 780 772 764 756 748 744 � 200 564 644 720 800 808 796 788 780 772 764 760 a 250 0 704 784 856 836 820 808 800 792 784 776 772 300 844 880 860 844 832 820 808 800 792 788 780 � 350 908 884 868 852 840 828 820 808 804 796 788 00 400 908 888 872 856 844 836 824 816 808 804 796 450 908 888 876 860 852 840 832 824 816 808 804 TIME SECONDS LENGTH FT W o 50 w 100 w 150 a 200 0 250 z 300 350 400 Oso 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 LOSS 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 �tiZ °n AIR TEST TABLE STD. PLAN - 410 s * PUBLIC WORKS (LOW PRESSURE) �ENzo1 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 3/8• PREMOLOEp JOINT FILLER (TVP) 112' R. 7a, NGIE2 /8'RX5/B'�0 DUMMYJOINT�NGR2 Z 2' - 0" d r q� OF' CfatTERLI YE FA LS FFAME A [aRA I' R D . b- >• D tF OF Bb rTE11 ROADWAY AO q1Y HOPE - BASINS NOT INCW DEG . I D . b b AQIUBTM*MTBECTION- HOT INfD.UDED D IN CURE ANO OIITfFii BIO [fFAI - D • CATCH BABIN -NGT B1161.� - � IN CUR61Y4O OUTTkR BIG 8811 D CEME'V' CONCRETE Ol.•R3 anD cu-Tfa(L LLj 00 � JI SECTION O • '�.r � GENERAL NOTES: ✓ - r, 1. The intent of this design is in tacBitate the nalnovsl OF a catch Basin with minimal disturbance Of the Curb. � ?. The expansion joints of the adjacent sidewalk shall �'` beLadJusted ,tp be In tj line wllh these curb expansion Joints. f" I' t�lc4lC view J � CEJNENT CONCRIE'TS CURB STD. PLAN - 101.1 SL PUBLIC WORKS INSTALLATION ATPROD: DEPARTMENT CATCH J DA z J 0- z 0 z O N ILL) w in N 4" WIDE STRIPE AT CENTER OF DRIVE LANE (WHERE SHOWN C) ON PLANS) I PAINT STOP BAR 1, SIGN W/2 COATS OF WHITE, BEADED REFLECTIVE PAINT. O i I � V R.* 8'-0" VAR a w O I I TRAFFIC STOP BAR NOT TO SCALE C TY 0F � RENTON Planning/Building/Public Works Dept, *MARKING TO BE CENTERED IN LANE INSTALL OWNER FURNISHED (STOP) SIGN WHERE SHOWN ON SITE PLAN RECOMMENDED FOR APPROVAL Q-G,HA�S (7 U Z�G � Q` <T�HG ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES GUY yU9 r3i WASy/ Q D � � O t� Z Soo" 38950 p �4 �NAE��ENG\��, 6/11/2018 to to _^ r, r, n n � O O O O O O N Cn N C300 L00 00 LO Ln to to to cc 1.1 n00 2 2 W 2 2 2 2 = W W Y W W W W W Y Y Y Y Y Y Y w w L'••I � w w w w N H- Z w w z O (n = >C-) W W o � N z � 0 � o a U) z � o U)w � Z U w M. WLLJ 0 D � O O U w Q U Z U Z � Z > O J w o a � � Z w t/'1 W of � �' O O m � 3 N p � D F- U It=N O O D p a -J > m � v Ln co n ao rn o z Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: browing No.: By: Date C19 of 25 By: Date AS BUILT S TORAG E ONE ON 4TH EXPANSION Pernlit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING N0: R-389616 6 IN. DIAMETER PIPE 6 IN. DIAMETER PIPE 0 LENGTH FT 0 50 100 150 200 250 300 350 400 450 500 � 0 0 80 160 236 316 396 476 556 632 680 680 a 50 220 300 380 456 536 616 696 768 760 752 744 � 100 440 520 600 676 756 836 840 828 812 804 792 � 150 660 740 820 896 932 908 888 868 856 840 832 a200 880 960 1028 992 964 940 920 900 888 872 860 0 250 1100 1084 1044 1012 988 964 944 928 912 900 888 z 300 1132 1092 1056 1028 1004 984 964 948 932 920 908 350 1132 1096 1068 1040 1016 996 980 964 948 936 924 � 400 1132 1100 1076 1052 1028 1008 992 976 964 952 940 450 1132 1104 1080 1056 1036 1020 1004 988 976 964 952 TIME SECONDS LENGTH FT W o 50 w 100 w 150 a 200 0 250 z 300 350 400 Oso 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 LOSS 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 �tiZ °n AIR TEST TABLE STD. PLAN - 410 s * PUBLIC WORKS (LOW PRESSURE) �ENzo1 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 3/8• PREMOLOEp JOINT FILLER (TVP) 112' R. 7a, NGIE2 /8'RX5/B'�0 DUMMYJOINT�NGR2 Z 2' - 0" d r q� OF' CfatTERLI YE FA LS FFAME A [aRA I' R D . b- >• D tF OF Bb rTE11 ROADWAY AO q1Y HOPE - BASINS NOT INCW DEG . I D . b b AQIUBTM*MTBECTION- HOT INfD.UDED D IN CURE ANO OIITfFii BIO [fFAI - D • CATCH BABIN -NGT B1161.� - � IN CUR61Y4O OUTTkR BIG 8811 D CEME'V' CONCRETE Ol.•R3 anD cu-Tfa(L LLj 00 � JI SECTION O • '�.r � GENERAL NOTES: ✓ - r, 1. The intent of this design is in tacBitate the nalnovsl OF a catch Basin with minimal disturbance Of the Curb. � ?. The expansion joints of the adjacent sidewalk shall �'` beLadJusted ,tp be In tj line wllh these curb expansion Joints. f" I' t�lc4lC view J � CEJNENT CONCRIE'TS CURB STD. PLAN - 101.1 SL PUBLIC WORKS INSTALLATION ATPROD: DEPARTMENT CATCH J DA z J 0- z 0 z O N ILL) w in N 4" WIDE STRIPE AT CENTER OF DRIVE LANE (WHERE SHOWN C) ON PLANS) I PAINT STOP BAR 1, SIGN W/2 COATS OF WHITE, BEADED REFLECTIVE PAINT. O i I � V R.* 8'-0" VAR a w O I I TRAFFIC STOP BAR NOT TO SCALE C TY 0F � RENTON Planning/Building/Public Works Dept, *MARKING TO BE CENTERED IN LANE INSTALL OWNER FURNISHED (STOP) SIGN WHERE SHOWN ON SITE PLAN RECOMMENDED FOR APPROVAL Q-G,HA�S (7 U Z�G � Q` <T�HG ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES GUY yU9 r3i WASy/ Q D � � O t� Z Soo" 38950 p �4 �NAE��ENG\��, 6/11/2018 to to _^ r, r, n n � O O O O O O N Cn N C300 L00 00 LO Ln to to to cc 1.1 n00 2 2 W 2 2 2 2 = W W Y W W W W W Y Y Y Y Y Y Y w w L'••I � w w w w N H- Z w w z O (n = >C-) W W o � N z � 0 � o a U) z � o U)w � Z U w M. WLLJ 0 D � O O U w Q U Z U Z � Z > O J w o a � � Z w t/'1 W of � �' O O m � 3 N p � D F- U It=N O O D p a -J > m � v Ln co n ao rn o z Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: browing No.: By: Date C19 of 25 By: Date AS BUILT S TORAG E ONE ON 4TH EXPANSION Pernlit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING N0: R-389616 6 IN. DIAMETER PIPE 6 IN. DIAMETER PIPE 0 LENGTH FT 0 50 100 150 200 250 300 350 400 450 500 w 0 a 0 80 160 236 316 396 476 556 632 680 680 d 50 316 396 476 556 632 712 832 816 804 804 792 � 100 632 712 792 872 952 984 952 928 908 888 876 150 952 1028 1108 1132 1088 1052 1020 992 972 952 936 � a 200 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 0 250 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 z 300 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 w 350 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 400 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 450 1360 1324 1292 1264 1236 1212 1192 1168 1152 1132 1116 TIME SECONDS LENGTH FT W o 50 w 100 w 150 a 200 0 250 z 300 350 400 Oso 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 LOSS 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 �tiZ °n AIR TEST TABLE STD. PLAN - 410 s * PUBLIC WORKS (LOW PRESSURE) �ENzo1 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 3/8• PREMOLOEp JOINT FILLER (TVP) 112' R. 7a, NGIE2 /8'RX5/B'�0 DUMMYJOINT�NGR2 Z 2' - 0" d r q� OF' CfatTERLI YE FA LS FFAME A [aRA I' R D . b- >• D tF OF Bb rTE11 ROADWAY AO q1Y HOPE - BASINS NOT INCW DEG . I D . b b AQIUBTM*MTBECTION- HOT INfD.UDED D IN CURE ANO OIITfFii BIO [fFAI - D • CATCH BABIN -NGT B1161.� - � IN CUR61Y4O OUTTkR BIG 8811 D CEME'V' CONCRETE Ol.•R3 anD cu-Tfa(L LLj 00 � JI SECTION O • '�.r � GENERAL NOTES: ✓ - r, 1. The intent of this design is in tacBitate the nalnovsl OF a catch Basin with minimal disturbance Of the Curb. � ?. The expansion joints of the adjacent sidewalk shall �'` beLadJusted ,tp be In tj line wllh these curb expansion Joints. f" I' t�lc4lC view J � CEJNENT CONCRIE'TS CURB STD. PLAN - 101.1 SL PUBLIC WORKS INSTALLATION ATPROD: DEPARTMENT CATCH J DA z J 0- z 0 z O N ILL) w in N 4" WIDE STRIPE AT CENTER OF DRIVE LANE (WHERE SHOWN C) ON PLANS) I PAINT STOP BAR 1, SIGN W/2 COATS OF WHITE, BEADED REFLECTIVE PAINT. O i I � V R.* 8'-0" VAR a w O I I TRAFFIC STOP BAR NOT TO SCALE C TY 0F � RENTON Planning/Building/Public Works Dept, *MARKING TO BE CENTERED IN LANE INSTALL OWNER FURNISHED (STOP) SIGN WHERE SHOWN ON SITE PLAN RECOMMENDED FOR APPROVAL Q-G,HA�S (7 U Z�G � Q` <T�HG ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES GUY yU9 r3i WASy/ Q D � � O t� Z Soo" 38950 p �4 �NAE��ENG\��, 6/11/2018 to to _^ r, r, n n � O O O O O O N Cn N C300 L00 00 LO Ln to to to cc 1.1 n00 2 2 W 2 2 2 2 = W W Y W W W W W Y Y Y Y Y Y Y w w L'••I � w w w w N H- Z w w z O (n = >C-) W W o � N z � 0 � o a U) z � o U)w � Z U w M. WLLJ 0 D � O O U w Q U Z U Z � Z > O J w o a � � Z w t/'1 W of � �' O O m � 3 N p � D F- U It=N O O D p a -J > m � v Ln co n ao rn o z Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: browing No.: By: Date C19 of 25 By: Date AS BUILT S TORAG E ONE ON 4TH EXPANSION Pernlit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING N0: R-389616 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 988 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 1408 1380 1352 1328 1700 1652 1608 1568 1532 1��14464 1436 1408 1384 1360 1700 1656 1616 1580 1548 1460 1432 1408 1388 TIME SECONDS LENGTH FT W o 50 w 100 w 150 a 200 0 250 z 300 350 400 Oso 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 LOSS 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 �tiZ °n AIR TEST TABLE STD. PLAN - 410 s * PUBLIC WORKS (LOW PRESSURE) �ENzo1 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH I ONE INCH DATUM CHECKED: AT FULL SCALE KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 3/8• PREMOLOEp JOINT FILLER (TVP) 112' R. 7a, NGIE2 /8'RX5/B'�0 DUMMYJOINT�NGR2 Z 2' - 0" d r q� OF' CfatTERLI YE FA LS FFAME A [aRA I' R D . b- >• D tF OF Bb rTE11 ROADWAY AO q1Y HOPE - BASINS NOT INCW DEG . I D . b b AQIUBTM*MTBECTION- HOT INfD.UDED D IN CURE ANO OIITfFii BIO [fFAI - D • CATCH BABIN -NGT B1161.� - � IN CUR61Y4O OUTTkR BIG 8811 D CEME'V' CONCRETE Ol.•R3 anD cu-Tfa(L LLj 00 � JI SECTION O • '�.r � GENERAL NOTES: ✓ - r, 1. The intent of this design is in tacBitate the nalnovsl OF a catch Basin with minimal disturbance Of the Curb. � ?. The expansion joints of the adjacent sidewalk shall �'` beLadJusted ,tp be In tj line wllh these curb expansion Joints. f" I' t�lc4lC view J � CEJNENT CONCRIE'TS CURB STD. PLAN - 101.1 SL PUBLIC WORKS INSTALLATION ATPROD: DEPARTMENT CATCH J DA z J 0- z 0 z O N ILL) w in N 4" WIDE STRIPE AT CENTER OF DRIVE LANE (WHERE SHOWN C) ON PLANS) I PAINT STOP BAR 1, SIGN W/2 COATS OF WHITE, BEADED REFLECTIVE PAINT. O i I � V R.* 8'-0" VAR a w O I I TRAFFIC STOP BAR NOT TO SCALE C TY 0F � RENTON Planning/Building/Public Works Dept, *MARKING TO BE CENTERED IN LANE INSTALL OWNER FURNISHED (STOP) SIGN WHERE SHOWN ON SITE PLAN RECOMMENDED FOR APPROVAL Q-G,HA�S (7 U Z�G � Q` <T�HG ENG�N�to 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES GUY yU9 r3i WASy/ Q D � � O t� Z Soo" 38950 p �4 �NAE��ENG\��, 6/11/2018 to to _^ r, r, n n � O O O O O O N Cn N C300 L00 00 LO Ln to to to cc 1.1 n00 2 2 W 2 2 2 2 = W W Y W W W W W Y Y Y Y Y Y Y w w L'••I � w w w w N H- Z w w z O (n = >C-) W W o � N z � 0 � o a U) z � o U)w � Z U w M. WLLJ 0 D � O O U w Q U Z U Z � Z > O J w o a � � Z w t/'1 W of � �' O O m � 3 N p � D F- U It=N O O D p a -J > m � v Ln co n ao rn o z Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: browing No.: By: Date C19 of 25 By: Date AS BUILT S TORAG E ONE ON 4TH EXPANSION Pernlit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING N0: R-389616