Loading...
HomeMy WebLinkAboutW-382203clq L0 N 3 -v r - I N 4 V) 4-j t� �C U) z i N N Q Q1 _0 n €) N .c 4T C uj 11-1*0 0 0 0 i U CN 0 N_ 0 CN Z I .. C n oe(;- Appaoved by: r "'y Data:- . Approved by .....M_. Date: AP13rovety. Oa....__.. .. .._...._ Approved by,a - ate: 13"x24" PLASTIC METER BOX EQUAL TO MID—STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE IRON DIA.MONO PLATE COMER EQUAL TO MID—STATES PLASTICS, INC. MSCBC-1324--R WiTH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A—A) Li w z IIN UNIMPROVED RIGHT OF —' s`WAY INSTALL METER BOX AT a : PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. 9" MIN m ICL LK SIDEWALK � 12 MAX FINISH GRADE ,`� TOUCHREAD WATER W CL LJ � METER TO BE SUPPLIED BY THE 1`n z X= 35" MIN COVER o CITY TYPE "K" SOFT 22-1/_ �_�— - _�`�— COPPER TUBING ? 7 NEW DUCTILE 1 !I IRON WATERMAIN Y IF SERVICE UNE: TO HOUSE IS `3 4" OR 1' TO BE INSTALLED IN THE FUTURE GALVANIZED xNSTALL COMPR ©SIGN RD 1COU LINNG 4-33 OR 44 FIAT PLUG % '-LOOP DOWN TO CENTERLINE � r OF WATER WAIN TO ; THAN 45` SEND). EVERY 2#Vq PROVIDE SLACK IN COPPER 6 IN. DIAMETER PIPE SERVICE LINE TO METER, COPPERSETTER FOR 5,%B"x3/4" METE_$, FORD 1BH72-15W-44-33G, OR MCDONALD BRAS: 21-215WCQ+Q33, OR 46` BEND AND PLUG, MUELLER: 3/4—B-2470-2 WTH ANGLE BALL VALVE ON INLET .AND 0 SINGLE CHECK VALVE ON CUTLET CORPORATION STOP WITH BALL 'VALVE. FORD COPPERSETTER FOR 1" iviETER; FORD VBH72-15W-44-44G OR TAPERED THREAD (CC). QUICK JOINT MvDONALD BRASS: 21-415WCQQ44-, OR MUELLER: 1-8-2470-2 (3/4" FB1000-3-0) OR AY MCOONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WiNGS ON (1" FB1000-4—Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. 40'0 ALL FITTINGS SHALL BE WITH QUICK JOINT, NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST—IRON EQUAL T4 OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER. BOX. A— A �- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC 7� METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LiD '— TYPICAL RIB NOTE, THE CENTER OF THE HOLE MUST BE AT LEAST 1n FPOM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PUBLIC WORKS 3�4" AND �f" WATER SERVICE �- PLAN — 920-1 Vt ♦ � DEPARTMENT T NOVEMBER X04)9 PROPERTY UNE TEE WITH 6" SIDE OUTLETIx e, 1}c ,. 6" SIDE OUTLET TEE SEWER 6" MiN. MAIN SEINER LOCKINGA M OF TEE AT MAIN QVER 25 ,E L T 1�,d 6" BUILDING SEWER PIPE EUiliRtw i BUILDING SEWER w ^� 8"X6"10}6�'" WYE `--2"x 4" STUD MARKING F'fJST SURFACE 4LEANOUT WITH WHITE WITH 'l1 -#E WQlit) "SEMYER" STENCILED OAST IRAN RING & COVE 1N 3" NIGH BLACK LETTERS ANt7 WIRE (EAST �IC7Ri7AN IRON WOR WRAt'f'EtJ AROUND THE 9T'Ut) AND 297'5 t}I,' At�i�1�t?VEI7 EpUAL, EXTENDED To THE TOP OF THE STUD, �PEOti=Y "SEWER" Chi Uta, ��� STD. PLAN 4013.1 AOR INSTALLATION) ACCEPTABLEPROCEDURES Raft SiDE SEWER Gt?NNEOTfC}N'S T4} MAIN LINES ARE AS t'4Ll.QiN6; A. Vt'Tt7it=il�I) CLAY MAIN �- CUT IN A NEW SECTION OF SEWER MAIN WITH � NEViI TEE USING I`i..E7(1E3LE COUPLINGS SP1=t2Ntf4) {SF2 >t1PPt�C7Vlat� EQt.1AL). D. CONCRETE MAIN � OUT ttv P, NEW SECTION OF SE1NEt� MAIN WITH A NEW TEE USING �`I,E7IIBi.,E GC}UPtJN€a8 (FERN4:f7 OR AFF"RgVEiJ EQUAL). C. PVC MAIN �° CC7F2E--pt�li"k.EQ 1M'TH A RAMAL SaDi�t*E (OR APPROVED EQUAL} OR CUT IN A NEW IEE USING C21GiC} D. C?tJ4TI1.E iRt„1N MAIN � G(3t�E�«C7RILl.Eq+ WITH A t±;C7hIAC SAtaC3ll� (4R APPR4}1+"EU EQUAL) E. MANHOLE OC?NNECTiC3N -� ALL CONNECTIONS Tc7 MANHOLES SHALL 8E AT M�tNUF�1C7UREC1 KNOCK—OUTS � THE STF2l3+�`TiJRE SHALL 13E CORE—DRILLED. 6Q" ALLOWABLE MAX. E: CAST If�c�N l�l�'E OR C1U�TiLE IRC3hl PIPE. �P,uj3ljc WORKS TYPICAL BUILDING SEWER MAIN DEPARTMENT FROM PROPERTY LINE 7`O SIJIL.D11r1G CQNN 1:3:5 MIX CONCRETE BLOCKING NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2,5' COVER AT PROPERT�'f LINE �?R 3--�' LONER THAN TWT= LOWEST HOUSE ELEVATION, VY}-IIC#�EtIER 1S L01NEl�. 628 Airport Way Suite 144 Seattle, 'A 98108 20�? 420-7130 Survey �. Civil - trut�r�l plogcc�ns�alti.cc�� ra SOV at«OI�E HORIZONTAL 13 PAINTED COUPLINGS. PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4,0 ALL SE'11+iEt� f�fAE SHALL MEET A MINIMUM AIR ALLOW 2 M#NU'tES i�dR STABILIZATION, ADDING PRESSURE TEST OF 4,1i P.aet,G. F� 5 MINUTES AIR AS REQUIRED TO 5TA8#i,EZE THE PRESSURE YVITt'i NO LOSS OF PRESSURE. lE" THEW 1$ A LOSS AT 4.47 t�.S.f.G. OF PRESSURE, THEN THE 11ME OF THE DROP i=Rf7M 3.5 P.S.i.t;. T(3 2,5 P.S.l.G. SFIALI. NOT 8E iai3S THAN THE TIME SHOWN ON THE ABOVE TABLES. IRP�'B%�C WORKS AIR "�T '#"A►IML� �. PLAN -� 410 # DEPARTMENT (LOW �'I��iUil� ) .� FOR s�w�IrYrr,�.�r sll�wl�lt�ler �c�.Rcx Zoog 4" 6t�lt? AS Fi1C?1JIRF.i7 (NO MORE � ^T THAN 45` SEND). EVERY 2#Vq 6 IN. 17tAl1+lE1"ER PIPE 6 IN. DIAMETER PIPE CHANGE 1N lel Ci141N OR ORAt3E DESIGNED: P AMS/MXAMS 46` BEND AND PLUG, LENGTH FT 0 LENGTH FT 0 54 100 15C} 2t7E1 250 300 350 40'0 450 500 a f7 q 80 150 23ir 316 3916 '476 556 632 680 i580 3130 50 140 2213 300 381} 456 536 616 696 712 71}8. 7018 670 117© 150 zso 424 36r7 500 �44a 58(3 524 881} 6oc7 74r4 676 780 748 772 744 764 736 786 732 748 72>� 744 932 964 204 584 844 720 8017 t3t�8 796 788 780 772 764 760 8 254 704 784 856 836 820 808 840 792 784 776 772 4 3gC1 844 F1r8n 8613 844 832 820 �t08 8f}U 792 788 7>I30 964 350.. 9t?1� 884 8613 852 8�4G 828 620.. 8f18 8114 796 7'88 90 400 9178 888 8'72 815Cx >644 838 824 816 813$ 804 796 450 908 888 876 8fi(? 852 840 832 824 816 808 844 45th 17�}q 1656 1616 1581} TIME SE1C7NQ5 #+�4 1460 1432 14{78 PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4,0 ALL SE'11+iEt� f�fAE SHALL MEET A MINIMUM AIR ALLOW 2 M#NU'tES i�dR STABILIZATION, ADDING PRESSURE TEST OF 4,1i P.aet,G. F� 5 MINUTES AIR AS REQUIRED TO 5TA8#i,EZE THE PRESSURE YVITt'i NO LOSS OF PRESSURE. lE" THEW 1$ A LOSS AT 4.47 t�.S.f.G. OF PRESSURE, THEN THE 11ME OF THE DROP i=Rf7M 3.5 P.S.i.t;. T(3 2,5 P.S.l.G. SFIALI. NOT 8E iai3S THAN THE TIME SHOWN ON THE ABOVE TABLES. IRP�'B%�C WORKS AIR "�T '#"A►IML� �. PLAN -� 410 # DEPARTMENT (LOW �'I��iUil� ) .� FOR s�w�IrYrr,�.�r sll�wl�lt�ler �c�.Rcx Zoog 4" 6t�lt? AS Fi1C?1JIRF.i7 (NO MORE � ^T THAN 45` SEND). EVERY 2#Vq 6 IN. 17tAl1+lE1"ER PIPE 5 IN. DIAMETER PIPE CHANGE 1N lel Ci141N OR ORAt3E DESIGNED: P AMS/MXAMS 46` BEND AND PLUG, LENGTH FT 0 50 1074 156 2!317 250 300 354 466 45i� 51}0 � 0 C1 80 160 236 316 396 476 556 _ 632 680 8.817 ti 50 227 30i7 3130 456 536 $16.696. 792 1108 768 760 752 744 100 440 5zr� Sao 670 756 e36 84-0 8a8 812 804 �rs 150 200 660, 660 740 960 820 10728 898 00�. 932 964 908 s4a 888 92Ci 868 San ...886 85i6 840 ;�7-2 832 ec0 © 25r4 1100 1084 1CI44 1012 988 9ra4 344 .928 912 900 888 � 300 1132 1092 1058 1025, 1004 984...36 4 948 932 92t� 9+48 � 350 1132,1096 1{768 19417 1016 996 980 964 948 936 924 400 1132 110i? 1076 1452 id2$ 1i�08 992 976 984 952 940 4501 1132 11 134 147$(3 1 f7S6� 1038 1020 1004 "i'iME SE4QNI�S 988 976 9 84 962 PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4,0 ALL SE'11+iEt� f�fAE SHALL MEET A MINIMUM AIR ALLOW 2 M#NU'tES i�dR STABILIZATION, ADDING PRESSURE TEST OF 4,1i P.aet,G. F� 5 MINUTES AIR AS REQUIRED TO 5TA8#i,EZE THE PRESSURE YVITt'i NO LOSS OF PRESSURE. lE" THEW 1$ A LOSS AT 4.47 t�.S.f.G. OF PRESSURE, THEN THE 11ME OF THE DROP i=Rf7M 3.5 P.S.i.t;. T(3 2,5 P.S.l.G. SFIALI. NOT 8E iai3S THAN THE TIME SHOWN ON THE ABOVE TABLES. IRP�'B%�C WORKS AIR "�T '#"A►IML� �. PLAN -� 410 # DEPARTMENT (LOW �'I��iUil� ) .� FOR s�w�IrYrr,�.�r sll�wl�lt�ler �c�.Rcx Zoog 4" 6t�lt? AS Fi1C?1JIRF.i7 (NO MORE � _ --- THAN 45` SEND). EVERY 2#Vq _ SIDE S6YPE9 _ 5 IN. DIAMETER PIPE CHANGE 1N lel Ci141N OR ORAt3E DESIGNED: P AMS/MXAMS 46` BEND AND PLUG, INCL REQUIRE A SURFACE �_ LENGTH F 4 a 0 50 80 100 160 X54 238 2r�0 316 250 3916 300 476 35fi 556 4{�a 632 450 6t3p 5ti0 680- 8i7 CL � 50 316 396 475 556 632 712 i332 816 13174 $114 7'�2 � w 100 15r� 832 952 '712 1428 792 1108 I372 1132 952 1088 984 1052 952 1020 928 992 908 972 888 952 878 936 � Q 204 12138 1284 1224 1176 1132 110(7 10108 1044 1020 101)17 984 250 1360 13C3s3 12413 1204- 11614 1132 1144 1480 -105+6 1036 1020 4 300... 13s6a 13CiB 1264 1224 1192 1160 1132 1108...1x88 124!6 1008 1052 zy 350 13fiQ 13 16 1278 124C} 1208 11$i� 115f3 1132 1"l12 1096 1Q76 z 400 1380 1320 12134 1252...1224 1484 1X10 1176 1152 1132...1118 1316 1100 45Ci 13807 1324 11292]1264,11236 15512 1512 1212 1192 1188 1152 1132 1116 40{7 170D 1652 1608 1513$ 71ME (SECONDS) 1496 1464 1436 1401 PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4,0 ALL SE'11+iEt� f�fAE SHALL MEET A MINIMUM AIR ALLOW 2 M#NU'tES i�dR STABILIZATION, ADDING PRESSURE TEST OF 4,1i P.aet,G. F� 5 MINUTES AIR AS REQUIRED TO 5TA8#i,EZE THE PRESSURE YVITt'i NO LOSS OF PRESSURE. lE" THEW 1$ A LOSS AT 4.47 t�.S.f.G. OF PRESSURE, THEN THE 11ME OF THE DROP i=Rf7M 3.5 P.S.i.t;. T(3 2,5 P.S.l.G. SFIALI. NOT 8E iai3S THAN THE TIME SHOWN ON THE ABOVE TABLES. IRP�'B%�C WORKS AIR "�T '#"A►IML� �. PLAN -� 410 # DEPARTMENT (LOW �'I��iUil� ) .� FOR s�w�IrYrr,�.�r sll�wl�lt�ler �c�.Rcx Zoog 4" 6t�lt? AS Fi1C?1JIRF.i7 (NO MORE � _ --- THAN 45` SEND). EVERY 2#Vq _ SIDE S6YPE9 _ 6 iN. DIAMETER PIPE CHANGE 1N lel Ci141N OR ORAt3E DESIGNED: P AMS/MXAMS 46` BEND AND PLUG, INCL REQUIRE A SURFACE MXP LEhtGTH F p 50 1C7p 15(;} ZOp 25c1 300 354 4f70 450 5{70 0. W 0 0 80 160 236 316 396 476 556 632 680 s,sl� t% 50 496 576 i�52 732 812 892 972 948 924 9CiC1 $134 611k s"xs" WYE: Y 1DC1 988 1066 1148 1228 1248 1192 1144 1104 1Ct?2 1044 1020 .1.51?. 1484 1564 14134 14t�i9 1344 1.292 -1245 1268 1172. 1144 1116 4 20t7 17t?t7 160$ 1532.1484 1�4©$ 1361 1316 1280 124!6 1216 11+`2 ca 25ii 17(10 1624 158(7 15{74 1452 1408 136i� 7532 130!4 1272 1248 z 300 17Q{7 1836 1580 1532 1484 1444 14t78 1378 1344 1316 1292 354 1700 1644 1596 15512 1512 1472 1444 1408 1381) 1325 40{7 170D 1652 1608 1513$ 1532 1496 1464 1436 1401 .1352 1384 1380 45th 17�}q 1656 1616 1581} 154.8 1518 #+�4 1460 1432 14{78 1388 TIME_ 8E4QNA6 _ PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4,0 ALL SE'11+iEt� f�fAE SHALL MEET A MINIMUM AIR ALLOW 2 M#NU'tES i�dR STABILIZATION, ADDING PRESSURE TEST OF 4,1i P.aet,G. F� 5 MINUTES AIR AS REQUIRED TO 5TA8#i,EZE THE PRESSURE YVITt'i NO LOSS OF PRESSURE. lE" THEW 1$ A LOSS AT 4.47 t�.S.f.G. OF PRESSURE, THEN THE 11ME OF THE DROP i=Rf7M 3.5 P.S.i.t;. T(3 2,5 P.S.l.G. SFIALI. NOT 8E iai3S THAN THE TIME SHOWN ON THE ABOVE TABLES. IRP�'B%�C WORKS AIR "�T '#"A►IML� �. PLAN -� 410 # DEPARTMENT (LOW �'I��iUil� ) .� FOR s�w�IrYrr,�.�r sll�wl�lt�ler �c�.Rcx Zoog 4" 6t�lt? AS Fi1C?1JIRF.i7 (NO MORE � ii" THE BUILDING SE1�tER SEt2VES ANY FIXTURE F{AViNG THAN 45` SEND). EVERY 2#Vq _ SIDE S6YPE9 _ 4" CLEAN OUT WYE WITH CHANGE 1N lel Ci141N OR ORAt3E DESIGNED: P AMS/MXAMS 46` BEND AND PLUG, INCL REQUIRE A SURFACE MXP PUBLIC SEWER SYSTEM, A E3AGKF'I_i}W PREVENTION CLEANOUT W'1'E.. MXP DEVICE SUCH AS Gf.EAN CHECK EXTENDABLE Z ZO 5 BACKWATER VALVE OR APPROVED EQUAL SHALL, BE CHECKED mw rn N5'I.i.ED AP P R ca M. 4" FLEXIBLE I:CiU#aUND {i=ER�1Cq OR EQIIAI.) �. m a HOUSE � I HOUSE +�"x �#"x»4" WYE D �}" PIPING itUlLi>iNG DRAIN FOR Lt}w ELEVATION Hain SURFACE CLEANOUT 4" SURFACE 611k s"xs" WYE: Y QLEANOVT (SEE Sid PIAN -- 4iiy) • � ..WYE � c;t.t:aNv�iT PROPERTY (,.INE WYE YYiTIi ('LUG MAIN SEWER LINE ._ rc MAIN TO PROPERTY LINE 5'—t}' '50-0.. � ii" THE BUILDING SE1�tER SEt2VES ANY FIXTURE F{AViNG � _ SIDE S6YPE9 _ Fl.t�74D LEVE#., RIMS l,4CA`i�i1 BELOW THE ELEVATION 1,.-6" DESIGNED: P AMS/MXAMS OF THE iV�tT UPSTREAM MANHOLE C©U1rR OF THE 3/27/14 MXP PUBLIC SEWER SYSTEM, A E3AGKF'I_i}W PREVENTION 10 14 MXP DEVICE SUCH AS Gf.EAN CHECK EXTENDABLE Z ZO 5 BACKWATER VALVE OR APPROVED EQUAL SHALL, BE CHECKED mw rn N5'I.i.ED AP P R ca 7p j�► 4" FLEXIBLE I:CiU#aUND {i=ER�1Cq OR EQIIAI.) �. m a E '~i.EANt1i,JT SURFACELM A U7 +�"x �#"x»4" WYE D �}" PIPING itUlLi>iNG DRAIN FOR Lt}w ELEVATION Hain MAIN TO PROPERTY LINE 5'—t}' '50-0.. PROPERTY UN1E �E HOUSE BUILDING t]FtAtN _ SIDE S6YPE9 _ _-FROM BUILDING SEWEtt 1,.-6" DESIGNED: P AMS/MXAMS AMS 3/27/14 MXP AMS 10 14 MXP DRAWN: AMS Z ZO 5 MXP CHECKED mw rn DATE AP P R APPROVED: QIxP 7p j�► � �. m 0 A U7 � D �J m � 4 Al,l At?e TURNS SFiAttn 91F ACCOMPLISHED - BY MEANS OF A WYE AND h�a` Bi.Nt�. 7Wi0 4�5` SENDS SHALL NOT BE ACCEPTABLE, IW H01J5E � I MOUSE 1-800-424-5555 3�tI" MIN. i yrs �sEwER PIPE (TYPICAL) - 4'< sEvAeR PIPE, SEE NOTES z 4" TEST TEE WITH AND 3. MINIMUM UNE SIDE FOR PLUG FACE Ute OTHER THAN atNGl� FAMILY IS 6e1 (TrnicA1-). i PROPERTYLINE 4 6"x 4" REDUCER � (TYPICAL) PUBLIC WORKS STANDARD SIDE 88MIt SM. PLAN - 406.1 DEPARTMENT INSTALLATION �'sl�R MAIN 't"�1 Pl1�"i1�ER7'lr' �-IiriE) JANUARY 2WA 0 1, Prior to installation of a sanitary sewer connection, a silo-�aaswaa^ permit must be purchased from the City of Renton Public Marks Department. 2. Types of pipe and flttfings that can be used for sanitary sewers shall be approved by the Department of Public Works, Rubber or neoprene gaskets as sp�ecift�ed by the rnanufocturer, shop be used on joints. 3. A minimum grade of 29G (1/4" per foot) must be maintained with 4" pips, in the event o 2X grade cannot be maintained, the Owner must sign a City of R+'antdn grade release farm vnd than con Install 6" pipe of a grade of 1 �, 4. t=Qr inspection of side sewer, coli 24 hours in advonee, The Inspection phone number is on the side sewer permit. Site rust be vea�dy to inspeatiexn and repreaentatfve ars site when infector arrives at appointed time. 5id�a sewer and stub shall be tested per City speaif{catians. Maks the connacti�an of the hauae. Do not badcf9U the ditch untli approval is gfwcsn by the inspector, t=tnal alppraVal will be granted after the existing llaptio tank has been pumped Out and flliod with sand. 5, instal! side sewer with 2' minimum cover, i#i" cover is allowed tlt the hauas Ff outlet is shallow. 6. if sl+�!s sewer stub ie Hatt avaiici7le, The Owner shall Op responsible for its Installation per standard drawing +406.1. All work w{thin street rlgh#—o%=wpy shall be done by o licensed and bonded contractor. 7, All work abaci be accompi#shed in accordance with the Washington Industrial Safety and Health Act. (MAS'F##A) 8. All trench rsstnratian for side: sewers in the public right—of—way shall conform to the meet current trench restoration requiramrntla as to the Raman Standard Drawings. 9, All butldtng aawer and side sewers ahaU have bedding to a©cardant� with standard drawing �4t15. 10, Thera shall be a minimum 10 foot harizantal aapordtian between sanitary aide sowers and water services and a minimum 5 foot horizontal aataaratian between sanitary Side eawQra and �. other utilities. CALL FOR LOCATipNS BIrFaRE YOU DIG 40NR LQGATpRS lt:T11'!N SEPTEMPAM ki I IVTV' lll�M VA 'Fig AMS Y31/13 MXP SURVEYEDM. 11/l/13 MXP DESIGNED: P AMS/MXAMS AMS 3/27/14 MXP AMS 10 14 MXP Al,l At?e TURNS SFiAttn 91F ACCOMPLISHED - BY MEANS OF A WYE AND h�a` Bi.Nt�. 7Wi0 4�5` SENDS SHALL NOT BE ACCEPTABLE, IW H01J5E � I MOUSE 1-800-424-5555 3�tI" MIN. i yrs �sEwER PIPE (TYPICAL) - 4'< sEvAeR PIPE, SEE NOTES z 4" TEST TEE WITH AND 3. MINIMUM UNE SIDE FOR PLUG FACE Ute OTHER THAN atNGl� FAMILY IS 6e1 (TrnicA1-). i PROPERTYLINE 4 6"x 4" REDUCER � (TYPICAL) PUBLIC WORKS STANDARD SIDE 88MIt SM. PLAN - 406.1 DEPARTMENT INSTALLATION �'sl�R MAIN 't"�1 Pl1�"i1�ER7'lr' �-IiriE) JANUARY 2WA 0 1, Prior to installation of a sanitary sewer connection, a silo-�aaswaa^ permit must be purchased from the City of Renton Public Marks Department. 2. Types of pipe and flttfings that can be used for sanitary sewers shall be approved by the Department of Public Works, Rubber or neoprene gaskets as sp�ecift�ed by the rnanufocturer, shop be used on joints. 3. A minimum grade of 29G (1/4" per foot) must be maintained with 4" pips, in the event o 2X grade cannot be maintained, the Owner must sign a City of R+'antdn grade release farm vnd than con Install 6" pipe of a grade of 1 �, 4. t=Qr inspection of side sewer, coli 24 hours in advonee, The Inspection phone number is on the side sewer permit. Site rust be vea�dy to inspeatiexn and repreaentatfve ars site when infector arrives at appointed time. 5id�a sewer and stub shall be tested per City speaif{catians. Maks the connacti�an of the hauae. Do not badcf9U the ditch untli approval is gfwcsn by the inspector, t=tnal alppraVal will be granted after the existing llaptio tank has been pumped Out and flliod with sand. 5, instal! side sewer with 2' minimum cover, i#i" cover is allowed tlt the hauas Ff outlet is shallow. 6. if sl+�!s sewer stub ie Hatt avaiici7le, The Owner shall Op responsible for its Installation per standard drawing +406.1. All work w{thin street rlgh#—o%=wpy shall be done by o licensed and bonded contractor. 7, All work abaci be accompi#shed in accordance with the Washington Industrial Safety and Health Act. (MAS'F##A) 8. All trench rsstnratian for side: sewers in the public right—of—way shall conform to the meet current trench restoration requiramrntla as to the Raman Standard Drawings. 9, All butldtng aawer and side sewers ahaU have bedding to a©cardant� with standard drawing �4t15. 10, Thera shall be a minimum 10 foot harizantal aapordtian between sanitary aide sowers and water services and a minimum 5 foot horizontal aataaratian between sanitary Side eawQra and �. other utilities. CALL FOR LOCATipNS BIrFaRE YOU DIG 40NR LQGATpRS lt:T11'!N SEPTEMPAM ki I IVTV' lll�M VA 'Fig AMS Y31/13 MXP SURVEYEDM. 11/l/13 MXP DESIGNED: P AMS/MXAMS AMS 3/27/14 MXP AMS 10 14 MXP DRAWN: AMS Z ZO 5 MXP CHECKED mw Y DATE AP P R APPROVED: QIxP BER 2012AW SCALE: SEE GRAPHIC ONE INCH AT FULL SCALE --II IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SANITARY SEINER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHAI1. BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CiTY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNINGiBUiLDiNG/PUBLIG WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. APRE-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. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 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 OVERALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS iN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CiTY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 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 COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE RIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROOK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL 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 DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF 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 MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. � 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 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 DIRECTIONS TO MATCH PAVING. W-381103 . � CITY 0F HIGHLANDS PARK SHORT PLAT (U13001144) RENTON 6200 SE 2ND PL, RENTON, WA WA Planning/Building/Public Works Dept. TER $SEWER NOTES $DETAILS Al—ININININJAIA, c_ 7�, re. -,, I. a ; - ... Ii #Q, -z i i; zw'If DATE: 5/12/2015 FIELDBOOK: PAGE: DRAWING NO: 024-12 SHEET: OF: z CfD c z L u� D a� O O z 1'11 z m � 0 A U7 � D �J u� D C� O O �c m �o �C D r� A U7 � < �J