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Home My WebLink AboutS-365903I rrI^^ U) ^I CL (L I.,L Mil a: I- c�i � LLI Z IL M M fr O LL Z E.IQ LL W 'W VJ n X F 7' u NOT TO SCALE MANHOLE FRAME AND COVER SEE STO. PLAN 401 ADJUSTMENT RINGS (Y MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WTH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' CONCRETE SHELF PRECASE BASE SECTION OR CAST IN SHELF. ROLES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING $HALL BE PER SID. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN WE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO MADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR OBLB BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. WE UK OF SHIMS IS PROHISIPED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING ORANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASHER MC- AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHAM BE WHITE. 0. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WIN ASTM C -443. 9. CHANNEL HEIGHT SMALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF WE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES WALL EXTEND A MINIMUM OF 6° AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM T DIAMETER CONCRETE RINGS POURED AT GRACE. IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS BID. PLED - 400.1 DEPARTMEN • • T' STANDARD SANITARY MANHOLE SEPTEMBER 2611 W (SEE NOTE 4) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 6) I.. FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES I. 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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH ACM AL 1TRE CH WIDTH. SM NMI AF SWMr R WILL BE B� AV ARCAM 5. TRENCH BACKFILL SHAD_ CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE. DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUN A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS MARCH 2008 FA SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA PLAN NTS I_1 • •. SECTION THE ENGINEER. A 4" CONCRETE NOTES, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO WE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER SID. PLAN 400.7. REPLACE ALL BUT TOP T' OF EXCAVATES MATERIAL NTH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF ASPHALT CLASS '0" OR AS APPROVED BY THE WONEM. PUBLIC WORKS TYPICAL UTILITY COVER BID. PLAN - 400,4 4 • DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DECEMBER 2010 'A' 'B' 1 'C' 1 'D' 'E' 48 MH 48 I 6 MIN. 5'MIN 24 MIN. I 21 1.D. 54 MH 54 8' MIN. 5.5 MIN. 24 MIN. 24 I.O. 60° MH 60" 8" MIN. 6- MIN, 42" MIN, 30" I.D. ROLES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING $HALL BE PER SID. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN WE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO MADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR OBLB BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. WE UK OF SHIMS IS PROHISIPED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING ORANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASHER MC- AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHAM BE WHITE. 0. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WIN ASTM C -443. 9. CHANNEL HEIGHT SMALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF WE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES WALL EXTEND A MINIMUM OF 6° AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM T DIAMETER CONCRETE RINGS POURED AT GRACE. IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS BID. PLED - 400.1 DEPARTMEN • • T' STANDARD SANITARY MANHOLE SEPTEMBER 2611 W (SEE NOTE 4) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 6) I.. FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES I. 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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH ACM AL 1TRE CH WIDTH. SM NMI AF SWMr R WILL BE B� AV ARCAM 5. TRENCH BACKFILL SHAD_ CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE. DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUN A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS MARCH 2008 FA SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA PLAN NTS I_1 • •. SECTION THE ENGINEER. A 4" CONCRETE NOTES, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO WE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER SID. PLAN 400.7. REPLACE ALL BUT TOP T' OF EXCAVATES MATERIAL NTH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF ASPHALT CLASS '0" OR AS APPROVED BY THE WONEM. PUBLIC WORKS TYPICAL UTILITY COVER BID. PLAN - 400,4 4 • DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DECEMBER 2010 LENGTH F 0 50 M 100 by 50 200 zs0 300 350 400 450 LENGTH 0 50 q 00 C s0 No 250 z 300 - 350 400 450 LENG H O - s0 100 50 200 8 250 y No N 3% b0 430 LENGI FT w p a 50 100 150 200 a 230 No 350 400 450 PROCENIRE: SLOWLY PRESSURIZE THE PIPE TO 4,0 P.W.G. ALL SEWER PIPE SHALL MEET A MINIMUM NR ALLOW 2 MINUTES FOR STABIUZATION. ADDING PRESSURE TEST OF 4.0 P.S.I.G FOR 5 MINUTES Apt AS REWIRED TO STABILIZE WE PRESSURE MIN NO LOSE OF PRESSURE IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN WE TIME OF WE DROP FROM 15 P.SJ O. TD 2.5 P.S.1.0 SMALL NOT BE LESS THAN WE TIME SHOWN ON THE ABOVE TABLES. 8� PUBLIC WORKS AIR TEST TABLE BID. PLAN - 410 • ' DEPARTMENT ( LOW PRESSURE ) FOR SANITARY SEWERS MARCH 2008 8 IN. DIAMETER PIPE 0 50 100 150 200 2% 300 350 400 450 500 0 BO 180 238 316 396 476 558 BJ2 680 680 ib 220 300 380 .0.56 538 818 898 T2 708 708 2811 360 440 520 600 8]8 748 744 736 732 728 424 500 560 860 %40 580 A2 784 758 748 744 564 644 720 800 806 598 588 ]80 J]2 -76-- 4 ]60 704 584 856 838 820 :908 800 792 784 844 880 860 844 832 820 BOB 6 IN. OAMEIER PIPE 0 50 100 150 20D 250 300 350 b0 650 SOD 0 80 180 236 318 398 478 556 832 880 680 220 300 380 4% s38 818 698 ]88 780 )52 ]44 410 520 800 BJ8 756 838 840 828 812 804 792 680 540 820 898 932 908 888 888 858 840 832 880 960 1028 892 969 940 920 800 888 672 880 1100 1084 1044 fOT2 988 884 949 928 912 900 688 1132 1082 1056 1028 1004 984 864 8(10 792 788 ]80 909 869 868 852 840 828 820 &JB 804 ]98 788 909 880 872 e% 649 836 824 818 806 804 588 908 888 878 830 852 840 832 824 816 808 004 TIME SECONDS LENGTH F 0 50 M 100 by 50 200 zs0 300 350 400 450 LENGTH 0 50 q 00 C s0 No 250 z 300 - 350 400 450 LENG H O - s0 100 50 200 8 250 y No N 3% b0 430 LENGI FT w p a 50 100 150 200 a 230 No 350 400 450 PROCENIRE: SLOWLY PRESSURIZE THE PIPE TO 4,0 P.W.G. ALL SEWER PIPE SHALL MEET A MINIMUM NR ALLOW 2 MINUTES FOR STABIUZATION. ADDING PRESSURE TEST OF 4.0 P.S.I.G FOR 5 MINUTES Apt AS REWIRED TO STABILIZE WE PRESSURE MIN NO LOSE OF PRESSURE IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN WE TIME OF WE DROP FROM 15 P.SJ O. TD 2.5 P.S.1.0 SMALL NOT BE LESS THAN WE TIME SHOWN ON THE ABOVE TABLES. 8� PUBLIC WORKS AIR TEST TABLE BID. PLAN - 410 • ' DEPARTMENT ( LOW PRESSURE ) FOR SANITARY SEWERS MARCH 2008 8 IN. DIAMETER PIPE 0 50 100 150 200 2% 300 350 400 450 500 0 BO 180 238 316 396 476 558 BJ2 680 680 ib 220 300 380 .0.56 538 818 898 T2 708 708 2811 360 440 520 600 8]8 748 744 736 732 728 424 500 560 860 %40 580 A2 784 758 748 744 564 644 720 800 806 598 588 ]80 J]2 -76-- 4 ]60 704 584 856 838 820 :908 800 792 784 844 880 860 844 832 820 BOB 6 IN. OAMEIER PIPE 0 50 100 150 20D 250 300 350 b0 650 SOD 0 80 180 236 318 398 478 556 832 880 680 220 300 380 4% s38 818 698 ]88 780 )52 ]44 410 520 800 BJ8 756 838 840 828 812 804 792 680 540 820 898 932 908 888 888 858 840 832 880 960 1028 892 969 940 920 800 888 672 880 1100 1084 1044 fOT2 988 884 949 928 912 900 688 1132 1082 1056 1028 1004 984 864 948 832 920 908 1132 1098 1088 1040 1016 998 '980 984 946 936 920 1132 1100 1008 1052 1028 1008 992 976 984 952 940 1132 1104 1080 10% 1036 1020 1004 988 SUES 964 952 TIME (SECONDS) 6 IN. gAME1ER PIPE 0 50 100 1% 20D 250 300 350 400 950 500 0 BO 180 239 318 396 4]8 556 832 880 880 318 398 456 558 832 A2 832 816 804 804 ]82 632 712 792 8]2 952 984 952 928 905 888 8]8 852 1028 1108 1132 1086 1052 1020 992 972 852 836 12fi0 1284 1224 11]6 1132 1100 1088 1044 1020 1000 984 1380 1300 1248 1204 1189 1132 1104 1080 1056 1036 1020 1360 1308 1260. 1224 1192 1180 1132 1108 1088 1068 1052 1360 1318 12]6 1240 1208 1100 1156 1132 1112 1096 1076 1360 1320 1284 1252 1229 1200 11]8 if52 1132 1116 1100 1360 1324 1292 1284 1236 1212 1192 1168 1152 1132 1116 MME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 20D 2% 300 350 400 450 SOD 0 BO 160 236 316 398 478 556 632 680 880 498 5]6 652 J32 812 892 972 94:4 924 900 BB4 988 1068 1148 1228 1248 1182 1144 1104 10]2 1044 1020 1484 1589 1484 1408 tJ44 1292 1240 1208 11]2 1144 1116 1700 1808 1532 1484 1408 1360' 1318 1280 1248 1216 1182 1700 1824 1560 1504 1452 1408 1388 1332 1304 1272 1248 1700 tfi36 ISBO 1532 1489 1444 1408 1376 1344 1318 1292 t 700 1644 iS96 1532 1312 1472 1490 1408 1380 1552 1328 1700 1852 1608 1 %0 1332 1496 1464 1436 1408 1384 1360 1700 16% 1616 1580 tS48 1518 1484 1460 ib2 1406 IJ88 THE SECONDS A H RE SEWER FUTURE COVER BOTTOM VIEW COVER &FRAME PROPERTY LINE PLAN VIEW 25' DNA, [633mm1� 1' (3) BUT SOC. (Al-LIEN HEAD) r L25mm] 5 /8' -li X 1.5 SS 3/4' RUSHER WASHER [19mm] 8 3/4' 2 1/2' .� \2 [222nm] (64mm] � x 4 STUD MARKING POST PAINTED "SEVER' iYP � SURFACE O£ANWL MIN OTTE MTH THE WORD STEM COVER SECTION VIEW g CAST IRIXN R1NC R COVER IN S' HIM BLACK LETTERS AND IN EON BOLTING DETAIL [643mm1 IR t 1/16' 1/4' - 3 1 /16• L27Nm7 [6m1 r IV..] 1/4• (6mn> D .1 NEOPRENE GASKET I [I52nn] Linn] 1T � [R3nn]J OIA LL OPEN n6nn7 � L594mm7 GASKET GROOVE DETAIL 27 5/16' DIR L694mm7 34 1 /8' OIA 1867mm] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. N0. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). 81D. PLAN -401 . � . PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 PUBLIC WORKS STANDARD SIDE SEWER BPD• PLAN -4081 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 12 r; 1a° 0 LIFT POCKET il' - 11 N.C. SOCKET HD 2" A.C. SCREW 1 Ya' LONG (BRONZE OR S.S.) Yz" z 2" RAISED PADS T__ 6" CONCRETE CLASS 3000 12 R' 14" CAST IRON RING AND COVER SAND OR EXPANDABLE FOAM ,TER TIGHT 45' (1 /8) BEND gates T� 2. fit' !Y`P r�0 y.� dY� �(,p2 PIPE MATERIAL AS SPECIFIED G BY THE ENGINEER 45' (1/8) BEND NOTFC. I. 8" AND 8" CLEANOUiS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER ICHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -D' THIGH, 2' -0" SQUARE CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER. '- PUBLIC WORKS B OR 6 INCH CLEAN -OUT STD. PLED -40$.1 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 � TJB �•� �, _ .,, CITY OF NEKTON MIW Ills IICM Planning /Building /Public Works Dept . TOE ER Mal N0. REVISION BY DATE APPAL �^� °1i10mO�r MTM S=3659:03 " SEWER MAIN FOR 3413 NE 7TH • ° �< � "° � ' WANG ENGINEERING, INC. 14735 168TH AVE NE WOODINVILLE, WA 98072 Email: wangenginc @yahoo.com I A - N N 9 -1 -12 PROPERTY LINE I 6" BUILDING SEWER PIPE BUILDING SEVER .� \2 � x 4 STUD MARKING POST PAINTED "SEVER' TEE MM B" ROE OUTLET � SURFACE O£ANWL MIN OTTE MTH THE WORD STEM g CAST IRIXN R1NC R COVER IN S' HIM BLACK LETTERS AND IN WRAPPED AROUND FIRE SPA AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE SCUD. 2975 OR APPROVED EQUAL, SPECIFY 'SEWER' ON U0. BEE SM. PLAN 403.1 FOR g" a ecW{RpF Wpp�� pup R,�x p INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE 2YSR CONNECTIONS TO MAN LINES ARE AS FOLLOWS: A WiRIFffO CLAY MAIN - WT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- pPoLLEO MM A ROMAC $ApplE (OR APPROVED EQUAL). C. PVC MAIN - COPE- DRILLED MIX A ROMAC SADDLE (OR APPROVED EQUAL) OR OUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -OPoUEO WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - PLL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUR OR THE STRUCTURE SHALL BE CORE-DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. OVH 1:3:5 MIX BLOCKING O� _ 2% IN SLOPE HORIZONTAL V. SIDE OUTLET TEE SEAR 6" MIN. MAIN CONCRETE BLOCKING AN OF TEE AT MAIN OVER SEWER MAIN f TYPI I SIDE SEWER fl NATION 25 ELEVATION THOLES$ OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER BPD• PLAN -4081 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 12 r; 1a° 0 LIFT POCKET il' - 11 N.C. SOCKET HD 2" A.C. SCREW 1 Ya' LONG (BRONZE OR S.S.) Yz" z 2" RAISED PADS T__ 6" CONCRETE CLASS 3000 12 R' 14" CAST IRON RING AND COVER SAND OR EXPANDABLE FOAM ,TER TIGHT 45' (1 /8) BEND gates T� 2. fit' !Y`P r�0 y.� dY� �(,p2 PIPE MATERIAL AS SPECIFIED G BY THE ENGINEER 45' (1/8) BEND NOTFC. I. 8" AND 8" CLEANOUiS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER ICHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -D' THIGH, 2' -0" SQUARE CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER. '- PUBLIC WORKS B OR 6 INCH CLEAN -OUT STD. PLED -40$.1 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 � TJB �•� �, _ .,, CITY OF NEKTON MIW Ills IICM Planning /Building /Public Works Dept . TOE ER Mal N0. REVISION BY DATE APPAL �^� °1i10mO�r MTM S=3659:03 " SEWER MAIN FOR 3413 NE 7TH • ° �< � "° � ' WANG ENGINEERING, INC. 14735 168TH AVE NE WOODINVILLE, WA 98072 Email: wangenginc @yahoo.com I A - N N 9 -1 -12