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HomeMy WebLinkAboutWWP2703659.3� 1 Z V w W O z a M T- It cy) rr O ILL Q LL W �W V / 7' I NOT TO SCALE MANHOLE FRAME AND COVER SEE STD, PLAN 401 ADJUSTMENT RINGS {2" MIN.} SEE. NOTE 6 MORTAR QINT{S} {3/8" MIN.) SEE NOTE 5 CONE ',ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS _ POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY P'PE INC OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE -- 'E' CONCRETE SHELF PRECAST BASE SECT'OIN OR CAST IN SHELF. - ,Ax ,e, -� D, --E, 48;; MH 48" 6" MIN, 5'MIN 1 24" MIN 21" D, 54" MH 54"" 8"" MIN. 5.5" MIN. 24" MIN 24'" I D. ' SD" MH 60" 8" MIN. 6" MIN. 42" MIN. 3G" LD. I NOTES: 1. STEPS TO BL' PCLYPROPYLEN-. SAFETY STEPS. 2 STEWS ARE TO BE :N PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED, 3 G, CASTINSHALL BE PER STD. PLAN 401, 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETI<. 5. ALL JOINTS BETWEEN THE CONE, R SER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6, ADJUSTMENT OF THE CASTING TO GIRADL SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A. RUNNING BOND OR /2 BOND.I WUSE OF..,t�.1�7..1;:�?N11TEC; 7, SANITARY SEIAFR MANHOLES SHAI HAVE ALL IN"ERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALLD) WITH A HIGH SOLIDS URETHANE COAT NG; WASSER MC-AROSH'IELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASK TED JOINTS SHA:i 3E IN uOMORMANC:E Wil"H A)TM is-4415. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSDE DIAMETER OF THE LARGEST PIPE, 10. CONNECTIONS TO MANHOLE SHA_i_ 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 FNISPED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TIC, MATCH PAVING. SM. PLAN 400.1 + 1+ PUBLIC DEPARTMENT STANDARD SANITARY MANHOLE D�:T'�I2TMEIVT La SEPTEMBER 2011 I, SFE NOTE) ,-- DKill S C= FIRE ZONE 7HDDINIG VATERIAL FOR r� J r''; 7Ev'�ER PIPE ! 0; , `SEE NOTE 5) w..._. j .E. D# EI. i B-DDENO FOR SA'�ITARY SF,A'CP' PIPE N I. PRO'v`IDE uN1FCFZ^ 5.;-?^+P,T t1NDI R BARREL. 2. I - ANC A..MP UNDO -'. HA 1JNCHL[ S. 5. COMPACT BEDDIN' , MATERIAL TO 95% ',AA.X. DENSITY EXCEPT D!RE,--LY OVER PIPE. HAND TAMP )Nt-f, 4. SEE "EX'CA'VAT CN A\ID PREP"P ,,TI;ON C+F TRENCH" I < THE SANITA .-'Y SEWER SECTION OF THE STAr l4=:C SP .,FIE DTI. ,\; S =0R TRENCH WIDTH W" AND TFENC'- ING C,DTIONSTIME E Z0,` E WILL BE 7� ACTUA TRENCH W'n H. SM NOTE I OF MNITARY S5*R NOTES AND SMIFrA RENCH BAC;KFIL_ SHAL wOIJ P,. T BACK h I LI 113 IN THE `;Ar, TARY LVNER SECTION OF H 'TAN )r<P, c CIFIC 110.!5 E CU-T 7HA7i , jC;S OR I..LV'PS LAPGE� T I P FOOT OF PIPDIAMh TF; SHALL NOT EC USED IN THE EACKFI-L UJATERIAL. 6, PIPE ZONE M ,.E-;'`^,L SH,4',.L_ 3 DACKFiLL .OR DF! INS" .AS SPE_CFIED IN I-E A(f.,rr ��I 'I, I--'r 1Hi='SIANAPE) SPEC1CATION -; 7. PIPE MUST AN,,' -BORED il\ Si-H A 11 NNER AS TO ENSURE `L_'.W LINE :S MAON NNED.. �� -,o PUBLIC WORKS � PIPE 131EDDING STD. PLANT - 406 '!, '` DE;FAFTMENT FAR SANITARY SEWERS :V°So� MARCH 2008 m SEAL WITH AR 400D OR APPROVED EQUAL AND DRY SAND AFTER PATCHING l PATCHED AREA, PLAN N TS SECTION A -A 2" ASPHALT CLASS "B" OR AS APPROVED SY THE ENG+NEER, 14ifi1Ef1C1ll10 NOTES: REMOVE PAVEMENT AND BASE MATERIALS *'OR A DISTANCE Wf11CH IS EOUA�-- T; TrE DIAMETER OF THE FRAME PLUS I*WG FEET. ADJJST CAS fNG FRAME TO PAVEMENT SU�'ACE USING RISER RINGS OR CONCRETE BLOCKS PER SM PLAN 400A. REPLACE ALt_ BUT T,OP 2" 6F EXCAVATED MATERIAL WITH CLAS,S 3OC-0 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF ASPHALT CLASS "B" OR AS APPROVED R-Y THE ENCNEER. TYPICAL UTILITY COVER STD, PLANT - 400.4 DEPPAARTMENT' sI . PUBLIC WORKS ADJUSTMENT FOR - --------- PAVEMENT OR OVERLAY DECEMBER 2010 s IN. LENGTH(FT w� 0 54 W 140 w 15'7 200 0 254 300 350 e7 404 450 a w z LENGTH FT a 5;C 14'0 154 < 200 E 250 -_....100 35C 41tc 45'C ....R..r _._....._ PRDCEDURE, SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.i.G. ALL SEWER PIPE SHALL MEET A MINIMUV .AIR ALLOW 2 WNUTES rGR STABILIZATION, ADDING PRESSURE EST OF 4.O P S,I,G. FOR 5 M NUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS Of PRLSSURE. F THERE IS A LOSS AT 4.0 P.S.I.G, Or PRESSJR=, THEN THE TIME OF *FR DROP FROM ;36 P,S.I.G- C 2.5 F'.SI.0 SHALL %IC, 3E LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. 0 °r, AIR TEST TABLE STD. PLANT - 410 y PUBLIC MEET 'LOW PRESSURE ) ... ___._ DEPARTMENT ` FOR. SANITARY SEWERS MARCH 2008 ©;AMETEK PI�F LENGTH FT) G 5G 1:7D'; 150 2GG 250 3C@ 35C 4GQ 45G 504 w @ 'D 8U 1G0 2.36 31E' 396 476 556 E32 fiBG J' 6$C1 °� 50 �4u 2JD 30D I 380 ��F 5?6 $1E3 ii96 712 < 7�0$ ?08 � 1GC 36G 44G� 52G a(10 676 748 744 i36 7321 728 � tSG 5@0 SE;Ghi6G iat:� i$G 772 764 i5t= 74$ 7442G0 644 720844 808 i96' 788 78c? 7727Fr44 250 r4�24 784 85883682GEsGB 8G@ 792784 776 772 34:� 88G 860844 832 82G 8G8 8G4792%88 784 35G Sf8852 84G 828 824 848+3G4796 788 RUC 888 872 856 844 836 824 8?G 8C18 5G4' 79F 45C 9G8 888 876 8I1G 852 840 832 824 816 8G8 8G4 TIME (SECONDS) M Ei IN. 7EAMETFR aIPF 0 a 50 8G � 100 154 154 23s 20C• �1E 250 39e 30G 4:'s 350 556 4,0011 450 500 s3�. �$o ��o� 220 3GG 380 456 53h• ti16 696 768 76 752 744 440 86'U 52U 74G ' 8Q4 82G 676 89C 75E- 932 838 9G8 $4G 8158 828 8€i8 812< 8G4 792. 856 84G 832 88G 1028 992 964 94G 920 8'30' 888: 672', $60 1"C?C 1`32 1132 r081) 1044 1G56 10681fi40 1�7'2 1@28 988 1404 7-,n,16 913,4 984 996 944 984 480 928 94a 964 912 ICED 888 3392G QC8 94g936 42T32 1G76 1452 1428 ^:448 992 976 9Es4 95294G 1132 '1GSG 11456 1436 142@ 1u^04 98R a7� ' 864 952 TIME (SECONDS) LENG?H FT 6 IN. DIAMETER PIPE - - - G 54 1GG 1'SG ZOG 25@ 300 350 4°u0'I 45G' 5GG G SC G 316 8G 39b 160 238 47$ 555 318 632 39E• 712 476 832 556 816 &321I a80' 884 8G4 14@ 632 712 792 872 952 984 952' 928 9G8 8881! 876 15C 20u 25C 952 12f,8 136G 1t?28 1284 1304 '1G8 1132 1224 1178 1248 1204 1G88 1132 1164 1052 11G0 1132 1C2O 1468 1104 992 1044 1080 972 952 93Fi 1G201©G0 J84 1G5F 1G36 1020 3�U�0 1364 13C8 126�1 1224 1192 11t3G 1132 1108 1G88 1468 11452 354 1364 131 t� ' 278 1240 1208 118@ 115E 1132 1112 ' 1 e7,96 ' 444 1360 1320 1284 1252 1224 1200 1176 1152 1t32 1116 M116 45:� 1?64 t324 1292 1264 1236 92T2 119� 1168 1152 t132 TIME (SECONDS} 6 IN. DIAMETER PIPE 4 5G 1@C 15G 2GG 25G 3GG 35G 440 45G SOC- G 80 1FiC 238 316 396 475 556. 632 680 680 496 988 57Fi &52 1468 � ' 148 732 1228 812 1248 892 1192 972 1144 948 � 144 924€ 944 884 1 U72 1044 1020 1484 1554 1484 14(i8 1344 1292 1248 12�48 1172 1144 P i11fi i7@4 1EIc8 1532 1464 14p8 '.3d�G 1316 �"28G 1248 121E . 1192 17@G 1r,24 ' 15fiG 15@4 1452 14G8 136E? '332 13G4 1272 1248 1700 i700 1636 iSBG 1Fi44 1596 1532 1552 1484 1ba< 1444 1472 1448 t44(3°13521328, 1376 1344 13t6.1292 17Gi1 1652 1608 15E�8 1532 1496 1464..1 143E ', 4G8 1384 ; 136Q 1704 1636 ' 616 1 G�iG `548 1516 1484 1432 1448 1388 TINE {SECONDS} }3T11_THHLES - 3 P'-CS EDUALLY SPACED 1201 APART [IN 23 1/6° {586I*tm7 DIA B.C. CSEE DETAD ? n1/8, ] c� MROE IN u3n. qq �� COVER OR FRAME PLAN VIEW I r:7�mm1 1" ` 34" � LESrII�I] II .�_B 3r4 � 2 1f21 [54ri COVER SECTION VIEW COVER BOTTOM VIEW 3) BLT SNC, (ALL=_N HEAD) 5/8-11 X 15 SS RUBBER WASHER EON BOLTING DETAIL 26 1!2° DIA C673mrI] 25 1:`4" DIR C641s�1n7 C6Mf`tS DIA� 7 1/16' lf4 C27r7r*a7 CE,mn t � s?7mm7 /-1/4$ NEOPRENE GASKET I C152r� iA 1 PP.OPERTY LINE g 3. G., � FI IUa€. S" BUILDING SEWER PIPE � ; BU6LD Nt, SEWER \Ail- � I �LB•'X6"X6" 'NYE �"2"x 4" STUC MARKING POST PAINTED E WI'W fi" SIDE OUTLET � SURFACE CLEANCJT WITH WHITE 4h"T?- HE. WORD "SEWER" STENCILED ce CAST IRON RING & CCY:eR IN 3 I-I+sH B-ACK LETTERS AND Ali NflRE i,s WRAPPED AROUND 'HE STUD AND � (EAST JORDAry IJ IROihORKS EXTENDED TO THE TOP OF THE 57JD. � 2975 OR APPROVED EQUAL, n- SPECIFY 'sE'sER" ON LIE), ' SIDE SEWERr'hdD BUILDINv `;E'ER SEE STD. PLAN 4%3.1 FOR �- INSTALLA710N ) AC:;EPTABLE PROCEDURES FOR SIDE SEINER CONNECTIONS. TO MAIN r. SINES ARE AS FOLLOWS: A VITf21F1EG CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COuPLINGS (FfR'NCO OR APPRGVi-D EQUAL'j. R. C_'tDNCRETE MAIN -- CORE-";RI€-EI7 Yb€TH A ROMAC SADDLE (OR APPROVED EQUAL). G. PVC M.41hd CORE :DRILLED 'JJ1TH A RCSIAC SADDLE (OR APPROVED EQUAL) OR CUT IN ,A !JE'Ai' 'TL'E USING RIGID COUPLINGS. ©. DUCTILE IRON AdAIN - CORE, DRILLED WITH ,G RGMAC .SADDLE {4R APPROVED EQUAL; E. MANHOLE CONNECTION -ALL COhNEC70IVS -c MANHOLES SHALL BE A'r MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHAD_ BE OGRE- DRILLED. 6G" ALLOWABLE VAX. FOR AST 1RCiN PIPE / OR DUCTILE RGN PIPE. 4�. MIX CC7NCP,ETE �• / ,� Q,.��C.C.. BLOCKING 71 2% MIN `aLO: E G � HORIZON -AL 6" SIDE OUTLET TEE f cE,ff;=R / s 6" MIN. VAIN` SEJ�ER V1AiN CONCRETE BLOCKING ANGLE T"PICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 - 'ELEVATION NG'TE: UNLESS OT`-IERWISE aF-�:1AIN ON PLAN, SIDE a'EWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5 LOWER TFIA^d THE LOWEST HOLiSL ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1 DEPARTMENT INSTALLATION __._....._.__ ....-.......-._.... (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 _--RECESSED LIFT POCKET 11 N.C. SOCKET HD 2" A.C. 2'-0„ s n V SCREW 1 Ya" LONG (BRONZE OR s.s.) }z" x 2" RAISED PADS 6.. CLASS 3o��E CL SAND tDR EXP AhiD A B LE EvAM . 12 ;F4`° - 1 VWAT=R TIGHT 14° PLUG I 1 „ I 1 f 11v 12 Y4" I .� 14" - :_AST iPUN RING AND CVEf 1/$) BEND IM PIPE 'v1ATERIAL AS SPECIFIED BY T}-E ENGINEER 1. $" AND 6'° CLEANOUTS ON SEWER MAINS SHALL BE EAST ,ORDAN IRON WOKS, INC' Ncx 3898 OP, EQUAL, CLEAN OUT SHALL 6E A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS., POUR A ':'-G" THICK, 2'-0" SQUARE CONCRETE, CLASS 3400, PAD AROUND THE RING AND COVED, v PiJBLfi: WORKS 8 OR fr INGI"1 CLEAN -OUT S"PI). PLAN - 403,1 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 ILA =693 XIINEYEOc 1'/ILE TJS "OLNDA'�°°' `' CITY OF `�'���� �`�' SEWER MAIN FOR 3413 NE 7TH M,w � RENTON WANG ENGINEERING, INC. M,w ,,,E UM DATUM - 14735 168TH AVE NE I IhTW IO-3i"i? MTw ME Wo i E Y Planning/Building/Public Works Dept. WOODINVILLE, WA 98072 N0. REVISION BY DATE APPR �, '�"'�°'o"°'- t Email: wangengmc@yahoo.com CD 9-1-12 3 3 Al-ININININIAIA x w y O J y � � W z CD 9-1-12 3 3 Al-ININININIAIA x w y O J y � � W z