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Home My WebLink AboutR-3829210 C) L0 O CN LO 4; E rn co LO CN Cn C .Q)iZ Q) C Q) LO LO CN V) CD 0 C) CN LZ Y Z 0 0 Z _j C9 W LAJ LLL V) C) I - LJ rV400 Lo F_ ry n ry D E M E O)i,. C: Am 44 F 0 n CD 0 Q_ -4- — 0 secondary inlet ELEV=34. to o �._c- E 0-0 elevation per plans < ELEV=32.45' L7 Z LLJ 6" n' V) C: 0-)a 6" min. c- F- s shear gate with control plate welded to elbow D E M E O)i,. C: Am 44 F 0 n CD BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. + + PUBLIC WORKS DEPARTMENT Ivy PIPE BEDDING SM. PI" — 405 FOR SANITARY SEWERS OCTOBER 2012 removable watertight coupling or flange vertical bar grate for — — — — — - - ---------- - 2" min- secondary inlet ELEV=34. U R L'i 00: handholds, steps or Z 0 00 elevation per plans w_j Z �_!� 0 0 ELEV=32.45' L7 Z LLJ 6" V) V) max- 6" min. LLP s shear gate with control plate welded to elbow X 12" W with orifice as specified 0=2.0" LA 12" C with cover) W pipe supports N 12' 396 RESTRICTOR Z 2 V) I L) LLJ asa 11.5x D LLJ 140 X J_ (- T min.. dutlet pipe 536 D f 696 ry 708 708 cr_ 100 280 n 440 520 600 676 748 invert and elevation 736 732 728 w200 150 Q 500 per plans 660 740 780 LLI 764 756 748 744 welded restrictor plate 200 564 644 720 1 800 808796 940 788 with orifice diameter as 772 764 760 FS BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. + + PUBLIC WORKS DEPARTMENT Ivy PIPE BEDDING SM. PI" — 405 FOR SANITARY SEWERS OCTOBER 2012 removable watertight coupling or flange vertical bar grate for — — — — — - - ---------- - 2" min- secondary inlet ELEV=34. 6 IN. DIAMETER PIPE handholds, steps or > elevation per plans 2'min. ,in ELEV=32.45' L7 min. under pavement 16" max. 6" 50 ELEV = 33.65 max- 6" min. 250 s shear gate with control plate welded to elbow rod od for cleanout/drain 12" (rod bent as required with orifice as specified 0=2.0" elbow restrictor, see detail 12" C with cover) ELBOW pipe supports N 12' 396 RESTRICTOR see Note 6 632 680 DETAIL 11.5x D 50 140 220 J_ (- T min.. dutlet pipe 536 D f 696 see notes I & 708 708 cr_ 100 280 360 440 520 600 676 748 invert and elevation 736 732 728 w200 150 424 500 per plans 660 740 780 772 764 756 748 744 welded restrictor plate 200 564 644 720 1 800 808796 940 788 with orifice diameter as 772 764 760 FS 250 704 784 specified (not needed if 836 820 808 800 792 -784 776 for spill control only) Z 300 844 880 0=3.75" frame & solid cover marked "DRAIN" with locking bolts see note 3 SECTION A -A 2' min. clearance to any portion of frop-T including elbows NOTES: A I Use a mimimum of a 54" diameter type 2 catch basin. A 2. Outlet Capacity: 100 -Year developed peak flow. 3. Metal Parts: Corrosion resistant. Non -Galvanized parts perferred. elbow restrictor Galvanized pipe parts to have asphalt see detail treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less 1". 4 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum T-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. � angle as ./necessary see note 7 2r min. PLAN VIEW addtional ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with water o +I PUBLIC WORKS FLOW RESTRICTOR STD. PIAN -- 237.00 DEPARTMENT OIL POLLUTION CONTROL TEE MARCH 2008 vertical bar grate for — design W.S. 71 secondary inlet ELEV=34. 6 IN. DIAMETER PIPE handholds, steps or > ladder 2'min. ,in PROVIDE NOTCH LENGTH FT) inlet WIDTH = 10" 50 ELEV = 33.65 150 Oipe 250 s shear gate with control 350 1 rod od for cleanout/drain 12" (rod bent as required Uj for vertical alignment 12" C with cover) E 236 N 12' 396 SECTION A -A 2' min. clearance to any portion of frop-T including elbows NOTES: A I Use a mimimum of a 54" diameter type 2 catch basin. A 2. Outlet Capacity: 100 -Year developed peak flow. 3. Metal Parts: Corrosion resistant. Non -Galvanized parts perferred. elbow restrictor Galvanized pipe parts to have asphalt see detail treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less 1". 4 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum T-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. � angle as ./necessary see note 7 2r min. PLAN VIEW addtional ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with water o +I PUBLIC WORKS FLOW RESTRICTOR STD. PIAN -- 237.00 DEPARTMENT OIL POLLUTION CONTROL TEE MARCH 2008 3/8"-' X 4"' ANCHOR, SOLTS PER M I UFACTURER --- CONCRETE SLAB FINISHED GRADE — 6 IN. DIAMETER PIPE E 6 IN. DIAMETER PIPE C > 0 50 100 LENGTH FT) 0 50 100 150 200 250 300 350 1 400 450 500 Uj 0 0 80 160 236 316 396 476 556 632 680 680 a- 50 140 220 300 380 456 536 616 696 712 708 708 cr_ 100 280 360 440 520 600 676 748 744 736 732 728 w200 150 424 500 580 1 660 740 780 772 764 756 748 744 < 200 564 644 720 1 800 808796 940 788 780 772 764 760 FS 250 704 784 856 836 820 808 800 792 -784 776 772 Z 300 844 880 860 844 832 820 808 800 792 788 780 0 350 908 884 868 852 840 828 820 808 804 796 788 00 400 908 888 872 856 844 836 824 816 808 804-' 796 450 908 888 876 1 852 840 83 2 824 816 : 808, 804 5 1 X .TIME - (SECONDS) LJ W W -1 3/8"-' X 4"' ANCHOR, SOLTS PER M I UFACTURER --- CONCRETE SLAB FINISHED GRADE — 6 IN. DIAMETER PIPE E 6 IN. DIAMETER PIPE C > 0 50 100 LENGTH(FT) 0 50 1 100 150 200 250 300 : 350 400 450 500 Uj 0 0 80 160 236 316 396 476 556 632 680 680 Y_ 50 220 300 380 456 536 616 696 768 760 752 744 cr_ —.1.1 100 440 520 600 676 756 836 , 840 828 812 804 792 w150 150 660 740 820 896 932 908 1 888 868 856 840 832 < 200 880 960 1028 992 964 940 920 900 888 872 860 FS 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 0 350 1132 11096 1068 1040 1016 996 980 964 948 936 924 1408! 400 1132 11100 1076 1052 1028 1008 992 976 964 952 940 450 1.132 11104 1080 1056 1036 1020 1004 988 976 964 952 5 1 X TIME (SECONDS) LJ W W 3/8"-' X 4"' ANCHOR, SOLTS PER M I UFACTURER --- CONCRETE SLAB FINISHED GRADE — 6 IN. DIAMETER PIPE E 6 IN. DIAMETER PIPE C > 0 50 100 LENGTH(FT) 0 50 100 150 200 250 300 350 1 400 450 1 500' Uj 0 0 80 160 236 316 396 476 556 1 632 680 680 972 50 316 396 476 556 632 712 832 816 804 804 792 11072 100 632 712 792 872 952 984 952 928 908 888 876 Uj 150 952 1028 1108 1132 1088 1052 1020 992 972 952 936 < 200 T2 6-8 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 E3 250 1360 1300 1248-T204 1344 1164 1132 1104 1080 1056 1036 1020 Z 300 1360 1308 1264 1224 1192 1160 1132 1108 1088 .1068 1052 350 1360 1316 1276 1240 1208 11180 1580 11548 1156 1132 1112 1096 1076 1408! 400 1360 11320 1284 1252 1224 1200 1176 1152 1132 1116 11100 450 _ 1360 11324 1292 1264 123611212 1192 1168 1152 1132 1 1116 5 a4IE- X TIME (SECONDS) co LJ W W 3/8"-' X 4"' ANCHOR, SOLTS PER M I UFACTURER --- CONCRETE SLAB FINISHED GRADE 120 VOLT ELECTRI[CAL OUTLET FOR HEAT TAPE- INSTALL HEAT TAPE 0, 1 11'', 0, 11 TfON 4TER BACKFLOW --VENTER IN 'LO RE 3" MIN JL a %Ar VLE51" I %M stANDAW PLAws IMP nAvv, r%A /11.d — 6 IN. DIAMETER PIPE E 0 C > 0 50 100 1 150 200 250 300 350 400 450 1 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 1 988 1068 1148 1228 1248 1192 1144 1104 11072 1044 1020 1484 1564 1484 1408 1344 11292 1248 1208 11172 1144 1116 1700 1608 1532 11464 1408 11360 1316 1280 1248 1216 1192 1700 1624 1560 11504 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 11532 1464 11436 11408 1384 1360 1700 1656 1616 1580 11548 -1496 1516 1484 J..1460 O 11432 1408! — TIME (SECONDS) !q 120 VOLT ELECTRI[CAL OUTLET FOR HEAT TAPE- INSTALL HEAT TAPE 0, 1 11'', 0, 11 TfON 4TER BACKFLOW --VENTER IN 'LO RE 3" MIN JL a %Ar VLE51" I %M stANDAW PLAws IMP nAvv, r%A /11.d R-382921 By: Date: GUY WAS V) IW, 38950 /0 A L EAG 'a — C E 0 C > 0 0 0 D cy LO LLJ Z Z 0- I<-- 0 CN > X CN X. 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