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Home My WebLink AboutzS-3822SetLLJ F - z Q CL LLJ 0 fr- F- n w 0 CL U) 0 z or R 0 C" N d- C14 0 1 C C 00 0 C a n 0) C Cn C W 0 n r'N 0 CN 04 C14 W U- CL lk3 k) ","Al -Ni LJP-�X -C n r" N -7� X �E- �N V LJ V) -4 4 ............... .......... z ..................... g R &W SS SS 12+( SS H 6" SEWER SERVICE STUB CONNECTION AT MAIN STA.:14+63.29,3.27, RT L IE.:412.17 ____--------__..__._.._...__ t(jTY OF RENTON Approved by: Date: Approved by: Date - Approved Date: ,kpprovedby- Date: 6 ?Y, j 274.25 —N88* 01 33"� �Q ............... .t. 't i. ryryyy _T= — r , A {tagA P 2 S W STA.: 11+04.38, 3.07, RT IE.:415.89 . ........moi 2ND PU SE 6" , 'W"; 9-9ERVICE STUB ------ CONNECTION AT MAIN - STA.: 10+24.69, 3.331 RT G" IE.:419.17,-wh , 'x" N 9. PER MY REVEN COMMENTS AMS M)(P SURVEYED: SCALE: VERTICAL: NAVD 1988 5628 Airport Way S�fi2 PER MY REVEN AM 11/1/13 mXP MXP SEE GRAPHIC HORIZONTAL NAD 1983/1991 Suitel DESIGNED: Seattle, WA 98108 3 PER MY REVIEW COMMEXIM AM 3/27/14 MXP DRAWN: AMS/MXP 4 PER C" REVIIEW COMMEM AMS 10/-1/14 MXP AM P (206) 420-7130 0 :31' 1 ONE INCH I DATUM 5 PER MY REVILV COMMENTS AM CHECKED: %-d "m C Or, L do A Zook 40 JIM L T I r�d cm IF (206) 457-4469 2/20115 MXP I a I AT FULL SCALE IF NOT ONE INCH Survey - I - Structural plogconsultingcom NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MXP 10' PSE tASEMENT PER AF# X03010803 ... <.,,....... N 11 S GRAPHIC SCALE 1P 4 Ip 2,0 4JU N81111115 I I INCH =20 FT. UJ`+•t D�-: a, x.�'/ts� T""�Naus£ a, . "4"e ,a ,PI fH ' �. n - 5 L '�,. 1. +. '''i'� �`r 't''' > , N O -'A 70- �,x `4 'I" p�vc 4-2�\51J,59 �vv- LLJ 0 S 38220 1 DATE: HIGHLANDS PARK SHORT PLAT (U13001144) 5/ CITY OF 12/2015--- 6200 SE 2ND PL, RENTON, WA FIELDBOOK: RENTON PAGE: Plan ning/Building/Public Works Dept. WATER AND SEWER PLAN DRAWING "°0 024-12 SHEET: OF: 8 11 A-NNNNAA C71 DVi - -114 in z m z C m m IT! m m m 0 > in m m m Lv Q Z Lv 0 clf 11 W Q L0 tV "G N N O 1 0) 4-1 Q U) 4.1 O z i 3 0 Q 1 M O _a n N C .0) c W / _4 Q U N 0 N N z / ui .. n f— C TI V OF Y.F.NTt:1N Approved. by: Date: "' . : Approved ay:. M .w ... Daae: Approvedby: Date: Approved by:- - _ . atc:._ 13"x24" PLASTIC METER BOX EQUAL TO MID—STATES PLASTIC, INC, BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIA.MONO PLATE CDVER EQUAL TO MID—STATES PLASTICS, INC. MSCBC-1324--R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A—A) j NEIN DUCTILE [( IRON WA TERMAIN CITY PIPING ..--IN UNIMPROVED RIGHT OF 9" MIN f/ PROVIDE SLACK IN COPPER 12" MAX FINISH GRADE , ' PROPERTY LINE WITH 12" MUELLER: 3/4-8-247Q-2 SMITH ANGLE BALL VALVE ON INLET AND Ld ' LONG COPPER TAILPIECE. 35" MIN COVER I SIDEWALK CL ccd I j NEIN DUCTILE [( IRON WA TERMAIN CITY PIPING ..--IN UNIMPROVED RIGHT OF u, t f/ PROVIDE SLACK IN COPPER WAY INSTALL METER BOX AT SERVICE LINE TO METER, ' PROPERTY LINE WITH 12" MUELLER: 3/4-8-247Q-2 SMITH ANGLE BALL VALVE ON INLET AND Ld ' LONG COPPER TAILPIECE. CORPORATION STOP WITH BALL 'VALVE. FORD I SIDEWALK CL ccd I (3/4° FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4—Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET_ 3l�a ALL FITTINGS SHALL BE WITH QUICK JOINT. 466 4501 660- TOUCHREAD WATER a a ao METER TO BE 2� 311 PRIVATE P PII NG SUPPLIED BY THE 1` zcr CI TY TYPE "K" SOFT 0 COPPER TUBING 1F SERVICE UNE TO HOUSE iS r3/4" OR 1" TO BE INSTALLED iN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 F PLUG x COMPRESSION COUPLING LOOP DOWN TQ (,ENTERLINE OF WATER MAIN TO � f/ PROVIDE SLACK IN COPPER BUILt�ING GRAIN SERVICE LINE TO METER, COPPERSETTER FOR 5Z8"x3/4" METER FORD VBH72-15W-44-33G, OR MGDONALD BRASS: 21-215WCQQ33, OR 4"' Ct.EANOUT WYE W!"iM MUELLER: 3/4-8-247Q-2 SMITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL 'VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-440, OR TAPERED THREAD (CC). QUICK JOINT MCDDNALD BRASS: 21-415W0QQ44-, OR MUELLER: 1-13-2470-2 (3/4° FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4—Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET_ 3l�a ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALT_ BE CAST—IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A— A X— 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 I' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB, vt PUBLIC WORKS 3�4" AND 1" WATER SERVICE STS}. FLAN — 320.1 ♦ + DEPARTMENT T NOVEMBER 2t3i19 PROPERTY LINE 5 TEE WITH 6" SIDE OUTLET klFOR CAST IRON PIPE 6" SIDE OUTLET TEE -_ _-- '-SEWER 6" MiN, MAIN SEWER 6" BUILDING COVE SEWER PIPE SURFACE >~LEANC7ur wtrM wI-LITE vVti1•t ThtE WORD usEWEI�” STENCILED CAST IRAN RING & LETTERS ANI1 WIRE (EAST JORDAN IRON WOR Wf�APf'Et� ARQ4tN�i THE STUD AND 297'5 C�I��AIPEai�Qt7 EgUAL, EXTENDED TO THE TCtF' OF THE STUD. SPECIFY -SEWER �t LID, SEE STii, PLAN 4013.1 FO IN STA►LLATIi�fV } ACCEF'TAIdLE PROCEDURES FOR SIDE SEWER GQNNt»GTfC1Na TO fViA#N LINES ARE AS I:QLLt1W5: A. ViTli117Ef3 CLAY MAi�! �- CUT IN to NEVA SECTION 4F SEWER MAiN WITH A NEW TEE USING Fl,1t�(t6LE: CgUF'L,IIVgS �t«>~s�Nata OR AI'�PiRt1VEl� Et�I.,IAL}. t�, cc�NaRlrl» i�lAtN ... ��r IN A IvEw s�aripty 4F SEWER Math wlt�-I � NEW rl�t� USING �`i,i«XtBLE GC1c1F'lJNGS (�ERNcIa OR APi�"t2gVEl7 EcwAt}„ C. PVC MAIN �° GQRE-1�ftILl.EQ WITH A RAMAL SADDLE (OR APPROVED EQUAL} t3f1 GiIT IN A NEW IEE USING D. C1UC;`Clt„E IRAN MAIN. � MORE-4E2it�l.Ep WITH A RgIMAIC SADDLE (QR APPRf?V1=t} EQUAL) E. MANHOLE tr+QNNECTitJIV � ALL CONNECTIONS �"0 MANHOLES SHALL AT MANUF'ACrtJRECi I�NlX�k—C?UrS C'?R THE 5r#�UGrUFtE SHALL BE CaFiE�•iJRtLLEQ. 601" ALLOWABLE MAX. OR �tU�"('IL,E l�aN PIPE. � 1:3:5 MIX CONCRETE BLOCKING NOTE UNLESS �JfiNEI�WISIw SHAWN ON FLAN, SIDE SEWER SHALL HAVE lQ MINIMUM 2,5' COVER AT PRQPERTY LINE OR 3-�,�' LOWER THAN TWI< LOWEST HOUSE ELE�rarll�N, WHICHEVER IS LOWER. MA �O __.g% MIN.. Sl�Ol�E HORIZONTAL PUBLIC WORKS s�rwNow�ea sae sMnR s7v. piax - ,we.i DEPARTMENT INST'ALLATiON (iNMf�R MAIN TO PIlOPlRTY LINe) JANUARY 2013 2008 � Ff�t3ki "INE HOU: BUILt�ING GRAIN 6 IN. DIAMETER PIPE 6 Its. DIAMETER PIPE 4"' Ct.EANOUT WYE W!"iM CHANGE 1N t�iREC71s�N OR GRADE l,ENGTM FT (1 LPNarH 1-T o 50 100 151 200 250 3l�a 3sa 466 4501 660- w a a ao 160 2� 311 396 476 556 fi32 ssa 6i30 ll. S© 1417 221'1 34a 38f} 456 536 818 696 712 708 7Q13 878 100 150 280 424 360 500 440 580 524 864 804 74{l 1x76 780 748 772 744 764 736 75r6 732 748 728 744 932 200 564 844 `720 8100 BCIB 796 788 780 772 784 760 540 250 ?1D4 784 1356 836 820 80e 8013 792 784 776 772 944 para 844 8811 880 844 832 820 8118 Dov 792 788 780 948 350 9t}S 884 888 652....8401 1096,1068 828 120 808 80�F 796 788 °D 4t10 450 9t38 9+Cil� 8t38 888 6'72 876 856 ssa i344 852 836 X40 624 83Z 81 6.. 824 ISt�$ 816 804. sas 796 8v4 952 9411 4501 1132 1104 108th TIME SECONCIS t 1:?20 1 t7q 4 988 97+fi 2008 � Ff�t3ki "INE HOU: BUILt�ING GRAIN 6 IN. DIAMETER PIPE 6 IN. DIAMETER PIPE 4"' Ct.EANOUT WYE W!"iM CHANGE 1N t�iREC71s�N OR GRADE l,ENGTM FT (1 507 14t3 156 -2{l 250 3t10 354 400 4517 500 d a 0 8Ci 160 23ft 316 396 4'76 536 632 684 88t} a. 801 220 300 3130 48f� 836 616 596 7B8 TB>0 752 744 � . 100 440 $20 E3p0 878 756 83E3 840 828 812 i3Q4 792 15th 6fa0 ?4L? 820 89f� 932 9>�6 888 868 8516 8417 632 20t1 6+80? 9fit� 1C12t3 992... 904 540 92{� 9f}0 888 672 860 250.... 1100 1084 11144 1012 .988 964 944 928 912 90i� !388 � 300 1132 1092 1058 1026 1tJCl4 9134...984 1017Es 948 932 92C� 9118 � 350 1132 1096,1068 11260 1t74{� 1015 996 981:1 964 946 936 924 4f10 1132 11t?0 1076 1052 1{J2$ 1Qn8 992 978 964 952 9411 4501 1132 1104 108th 1 qS6 1 q36 t 1:?20 1 t7q 4 988 97+fi 9 84 952 T1M� 6ECCiNf38 TIME' SECQNI�S 2008 � Ff�t3ki "INE HOU: BUILt�ING GRAIN IB IN. piAMl=rlwR t�il�E 6 IN. DIAMETER PIPE 4"' Ct.EANOUT WYE W!"iM CHANGE 1N t�iREC71s�N OR GRADE 4�i' BEND ANf! PtllG, per, LI�IVGTH F t� a 0 �Q __80 100 160 150 236 200 316 250 398 apo 476 3511 556 400 632 _6#6___ 45CL 0 5003 680 0 50 316 396 476 656 632 712 $32 �i16 t3Q4 8{?4 7'92 � w 100 15th fi32 952 '712 1028 792 1108 672 1132 952 1088,1052 964 952 1020 928 992 9gi3 972 888 952 8'76 938 2 200 12168 1284 1224 1176 1132 11 Oti 1068 1044 1020 1000 984 25 _ 250 1360 13Cis� 1248 120}4 116SA� 1132 1104 1080 10►516 1436 1 ti2t� 170tJ 300 1360 1308 1.2fi4 1224 1192 1164 1132 1108 108#3 1068 1052 ty 350 1360 ...131'5 1275 1240 1208 1180 1155 1132 1112 1096 1017Es 1780 4aC1 1�36 1320 1284 1252 1224 11260 1176 1152 1132 1116 11,;1�p 17}0 4501 160Et 324 1292 12$4 1236 1212 1192 1168 1152 1132 1116 17�?0 4656 11616 1581} 1548 1516 TIME (SECONDS) 1460 1432 1408 1388 rc 01 f�R�EauRr~: SLOWLY PRESSURISE THE PIPE TO 4.0 P,S,i.4. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 M#NUTES FOR STABILIZATION, ADDING PRESSURE ZEST OF 4,(i t',S.i.G, F� 5 MINUTES AiR AS REQUIRED TC} STABILIZE T#tt PRESSURE WITH NO LOSS (�' PRESSURE. IF THERE IS A LCJ55 AT 4,C? E'.S,I.G, OF PRESSURE, THEM THE TIME OF THE 17�tt�P t�#C7t�t 3.5 P.S•I.G. TtJ 2.5 P.S.t.G. SHALL NOT 8E LESS THAN THE TIME SHOWN C7l+I THE ABC)VfE TABLES. Y PUBLIC WORKS AIR "�T '�"A►11i.� S"!"0. ALAN IR — 410 ♦ i�EAARfi1�T (LOW Pltn�URE ) .� FOR Sw>w#-r��r s�wE� Ma.Rcx IF THE BUILDING SE1NlrR SERVES ANY FIXTURE 1-lA1ANG � FLOOD LE1t14., RIME LC1CA'tEi� f�Ei.O�W THE ELEVATION CIF` THE tVE7(T UPSTREAM 1AANMCk.E COVER OF THE RUBLiC 5t~WfdR SYSTEM, A BAC�lcFLOw PREVENTION DEVICE 5UC<fi AS GLEAN CHECK EXTENDABLE BACKWATER VALVE (}R APPROVED EQUAL SHALT.. BE � INSTALLED. 4" FLEXIBLE COUPLING {F1wIthJCq OR EQUAL) SURFACEELM fro 741 CLEANOUT +�"x 4''x4" WYE �}" PiPiNG BUILDING DRAIN I�aI{ LOW ELEVAIIQN HOUSE 4" BE(VR A,5 FtEQUIRF.lr3 (Nd MORE � Ff�t3ki "INE HOU: BUILt�ING GRAIN IB IN. piAMl=rlwR t�il�E 13111LDiNG S1RWt^li 4"' Ct.EANOUT WYE W!"iM CHANGE 1N t�iREC71s�N OR GRADE 4�i' BEND ANf! PtllG, LENGTH(FT) p 501 1f�A 1501' 20I 280 300 354 4t}p 450 504 � 0 0 6th 180 238 316 39fi 476 556 632 fit3q 680 a 50 490 576 852 732. 812 892 972 948 924 900 $134 100 9BE3 1068 1148 1228 1248 1192 1144 14{14 1072 1044 1420 1517. 20i� 1484,1564 17pQ 1617$ 1484 1532 141)8 1344 1484 14i�13 1292 136Q 12413 1316 12Q8 1280 1172 1,24!3 1144 12,116 111 f3 i 192 o` 250 170tJ 1624 1560 15{?4 1452 1408 13138 1332 1304 1272 1248 �.. 3QiJ 17tlti 1638 1;384 1832 1484 1444 1448 1376 1344 1316 1292 ,n, 35tI 1780 1644 1.596 188?. 151,E 1472 1440 1408 13$17 1352 1328 4otl 17}0 1652 160Et 1868 1532 1496 1464 143& 14iJ�3 1,3134 1380 450 17�?0 4656 11616 1581} 1548 1516 1+1.84 1460 1432 1408 1388 T1M� 6ECCiNf38 f�R�EauRr~: SLOWLY PRESSURISE THE PIPE TO 4.0 P,S,i.4. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 M#NUTES FOR STABILIZATION, ADDING PRESSURE ZEST OF 4,(i t',S.i.G, F� 5 MINUTES AiR AS REQUIRED TC} STABILIZE T#tt PRESSURE WITH NO LOSS (�' PRESSURE. IF THERE IS A LCJ55 AT 4,C? E'.S,I.G, OF PRESSURE, THEM THE TIME OF THE 17�tt�P t�#C7t�t 3.5 P.S•I.G. TtJ 2.5 P.S.t.G. SHALL NOT 8E LESS THAN THE TIME SHOWN C7l+I THE ABC)VfE TABLES. Y PUBLIC WORKS AIR "�T '�"A►11i.� S"!"0. ALAN IR — 410 ♦ i�EAARfi1�T (LOW Pltn�URE ) .� FOR Sw>w#-r��r s�wE� Ma.Rcx IF THE BUILDING SE1NlrR SERVES ANY FIXTURE 1-lA1ANG � FLOOD LE1t14., RIME LC1CA'tEi� f�Ei.O�W THE ELEVATION CIF` THE tVE7(T UPSTREAM 1AANMCk.E COVER OF THE RUBLiC 5t~WfdR SYSTEM, A BAC�lcFLOw PREVENTION DEVICE 5UC<fi AS GLEAN CHECK EXTENDABLE BACKWATER VALVE (}R APPROVED EQUAL SHALT.. BE � INSTALLED. 4" FLEXIBLE COUPLING {F1wIthJCq OR EQUAL) SURFACEELM fro 741 CLEANOUT +�"x 4''x4" WYE �}" PiPiNG BUILDING DRAIN I�aI{ LOW ELEVAIIQN HOUSE 4" BE(VR A,5 FtEQUIRF.lr3 (Nd MORE � Ff�t3ki "INE HOU: BUILt�ING GRAIN THAN 45' BEND). EVERY 2ND 13111LDiNG S1RWt^li 4"' Ct.EANOUT WYE W!"iM CHANGE 1N t�iREC71s�N OR GRADE 4�i' BEND ANf! PtllG, WILL REQUIRE A SURFACE O C�..€ANS3llT WYE, —#�,, MIN. ` ' z � � � "b z (TYPICAL) D rn � 4" S1�WEft PIPE, SEE NATES Z 4" T'>rS'i" TEE MATH �� AND 3. MINIMUM LINE SIZE FOR PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL). D MOUSE � PRt�Phi�TY LINE MtuJSE (TYPICAL) 6r � c SURFACE C N T OU � ��4" S't1FiFAGE ' �- � 6"x 8..x8,. N�^Cr= � • (SEE sin PLAN 8117) , VCVYEpttT . �y �1t � '�'" e►f.IrANv4T PROPERTY LINE, � WYE YYiiti P'LiJG �; 3' MIN, � MAIN SEWER LINE �.. MAIN TO PROPERTY LINE 5'�«0" S"—D'" � Ff�t3ki "INE HOU: BUILt�ING GRAIN S!t)tr SEINER 13111LDiNG S1RWt^li 2"«�iS" HOUSE MOUSE O —#�,, MIN. ` ' z � � � "b z (TYPICAL) D rn � 4" S1�WEft PIPE, SEE NATES Z 4" T'>rS'i" TEE MATH �� AND 3. MINIMUM LINE SIZE FOR PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL). D b ( PRt�Phi�TY LINE s 6"x 4" REDUCER (TYPICAL) 6r � c MAIN TO PROPERTY LINE 5'�«0" S"—D'" PROPERTY 1»1NI: Ff�t3ki "INE HOU: BUILt�ING GRAIN S!t)tr SEINER 13111LDiNG S1RWt^li 2"«�iS" HOUSE MOUSE O —#�,, MIN. ` ' z � � � "b z (TYPICAL) D rn � 4" S1�WEft PIPE, SEE NATES Z 4" T'>rS'i" TEE MATH �� AND 3. MINIMUM LINE SIZE FOR PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL). D b ( PRt�Phi�TY LINE s 6"x 4" REDUCER (TYPICAL) 6r � c ALL gt�' TURNS SHAD, BE ACf"OMf'!»iSi�IEQ - BY MEANS t� A WYE AND �F�a` SEND. TShKI QS' SENDS SMALL. NOT BE ACCEPTABLE. 1, Prior t+'a instctildttan of a sanitary sewer connection, o side—sewer permit must be purchased from the City of Renton Public Warks pspartrnent. 2. Types of pipe and fltttnga that can be used for sanitary viewers Shad be apprnvad by they Department of Public Warks. Rubber or neoprene gaskets ae specified by the rnonufacturer, ehtfil be used on faints. 3. A mfrsfmum grads of 2Z (1/4" p� foot) must be maintained with► 4" papa, In the event a 2X grade ec�nnot be maintained, the owner must sign a City of Denton grads relaalae farm cand than con install B" pipe at a grade of 1 �, 4. For inspection of side sewer, call 24 hours in advance. The Inspection phone number is on the side sewer permit. Site must be ready few tnepectian and representative on alts when in+�actar arrives at appointed time. Sid,S sower and stub shall be tested per City specifications, Make the aonnactiorr at the house. Do not backfill the ditch unto approval i;s gtr�cn by the in�sect+ar, Final appravai will be granted after the existing �lep#tc tank has been pumped out and filled with sand. 5, instal# skis sewer with 2' rxrtnimum cover. 116'1 caves is allowed at the house Ff outlet Ie sahallaw. 6, if sltho sew@r stub is not avnilakrle. The owner ahaii be responsible for its instty#lotion per `Standard drawing QC#6,1. Ail work within street right--safe-way shall be done by a l#aen�sd and bonded contractor. 71 All work shall be accomplished to accordance with the Washington Inducts#al Safety and Nscith Asst, (WIaaFIA) 8. All trench restoration for side sewers in the public right—of—way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings, 9. All bultlding sewer and igfdv sowers shall have bedding to aocordanca with standard drawtrtcl Qfi►5, 10, ilr�are shall be a minimum ,t7 font horizontal sapardtian between sanitary aide, :ewers and water services and a minimum 5 feat horizontal saparattan batwvan Sanitary s+icf+a aewars and �., other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 PUBLIC WORKS �""YP#CA�» #�iJIM�.1�#MR'i� l��WER DEPARTMENT F�ti�#Y# P'�lOPEEt'i'Y' L!#M�E TO BtJ#1.D#Nf3 t�►1r11l�T#t�N S'�'n, PLAN `�• 4t�B,2 SEPTEMBER 2t�12 SANITARY SEWER 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 SHALL 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 PLANNING/BUILDING/PUBLIC 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 PIPE 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 ROCK 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 WSDOTIAPWA STANDARDS AND SPECIFiCAT#ONS, AS APPROVED AND MODIFIED BY THE CiTY OF RENTON IN THE RENTON STANDARD PLANS 8� 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, j UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL fi 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 fi 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 382203 S-381201 PER CRY REVIECOMMENTS W AMS 7 31 13 MXP SURVEYED: SCALE: DATE: �•p CITY ��y ! CO MXp VERTICAL: NAVD , 988 HIGHLANDS PARK SHORT PLAT (U13001144) 5/12/2015 �� Airport �� 2 PER `i,1 1 i'�� ©�h�� i mX�% SEE GRAPHICITY OF C HORIZONTAL: NAD 1983/, 991 t 3 DESIGNED: FIELDB00K: � +� �� 4 JV�IS/irtXP Seattle, WA 98108 � 3 PER c�nr RE.vEw COMMENTS �s 3/27/14 COMMENTS mxP 6200 SE 2ND PL, RENTON, WA PAGE: �' PER CRY IiDEU1EW l�MS DRAWN: �. RENTON �� 10/7/14 MXP SMS ONE '"C" _ DATUM WATER &SEWER NOTES &DETAILS DRAWING No: R � 5 PER LSS S F�IGw>�.1� CHECKED: 206) 45�'�'446'� COMMEM A� 2/20/15 MXP mo F AT FULL SCALE 024-12 y � � IF NOT ONE INCH Planning/Building/Public Works Dept. �Ur�� ' C�Y1I -Structural plogconsulti'mw 11 o 110. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: .... �jNjNjNjNjAjA FUTURE BUILDING SEWER w �' 8"X6"X6" WYE 4„� SfiUi� MARKING PAST PAINTED IN 3" NtCN SLACK RIGID COUPLINGS. BE a� a�c rn C7 HOUSE MOUSE O —#�,, MIN. ` ' z 41` aEW�I PIPE tTl z (TYPICAL) D rn � 4" S1�WEft PIPE, SEE NATES Z 4" T'>rS'i" TEE MATH AND 3. MINIMUM LINE SIZE FOR PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL). D ( PRt�Phi�TY LINE s 6"x 4" REDUCER (TYPICAL) 6r 1, Prior t+'a instctildttan of a sanitary sewer connection, o side—sewer permit must be purchased from the City of Renton Public Warks pspartrnent. 2. Types of pipe and fltttnga that can be used for sanitary viewers Shad be apprnvad by they Department of Public Warks. Rubber or neoprene gaskets ae specified by the rnonufacturer, ehtfil be used on faints. 3. A mfrsfmum grads of 2Z (1/4" p� foot) must be maintained with► 4" papa, In the event a 2X grade ec�nnot be maintained, the owner must sign a City of Denton grads relaalae farm cand than con install B" pipe at a grade of 1 �, 4. For inspection of side sewer, call 24 hours in advance. The Inspection phone number is on the side sewer permit. Site must be ready few tnepectian and representative on alts when in+�actar arrives at appointed time. Sid,S sower and stub shall be tested per City specifications, Make the aonnactiorr at the house. Do not backfill the ditch unto approval i;s gtr�cn by the in�sect+ar, Final appravai will be granted after the existing �lep#tc tank has been pumped out and filled with sand. 5, instal# skis sewer with 2' rxrtnimum cover. 116'1 caves is allowed at the house Ff outlet Ie sahallaw. 6, if sltho sew@r stub is not avnilakrle. The owner ahaii be responsible for its instty#lotion per `Standard drawing QC#6,1. Ail work within street right--safe-way shall be done by a l#aen�sd and bonded contractor. 71 All work shall be accomplished to accordance with the Washington Inducts#al Safety and Nscith Asst, (WIaaFIA) 8. All trench restoration for side sewers in the public right—of—way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings, 9. All bultlding sewer and igfdv sowers shall have bedding to aocordanca with standard drawtrtcl Qfi►5, 10, ilr�are shall be a minimum ,t7 font horizontal sapardtian between sanitary aide, :ewers and water services and a minimum 5 feat horizontal saparattan batwvan Sanitary s+icf+a aewars and �., other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 PUBLIC WORKS �""YP#CA�» #�iJIM�.1�#MR'i� l��WER DEPARTMENT F�ti�#Y# P'�lOPEEt'i'Y' L!#M�E TO BtJ#1.D#Nf3 t�►1r11l�T#t�N S'�'n, PLAN `�• 4t�B,2 SEPTEMBER 2t�12 SANITARY SEWER 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 SHALL 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 PLANNING/BUILDING/PUBLIC 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 PIPE 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 ROCK 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 WSDOTIAPWA STANDARDS AND SPECIFiCAT#ONS, AS APPROVED AND MODIFIED BY THE CiTY OF RENTON IN THE RENTON STANDARD PLANS 8� 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, j UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL fi 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 fi 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 382203 S-381201 PER CRY REVIECOMMENTS W AMS 7 31 13 MXP SURVEYED: SCALE: DATE: �•p CITY ��y ! CO MXp VERTICAL: NAVD , 988 HIGHLANDS PARK SHORT PLAT (U13001144) 5/12/2015 �� Airport �� 2 PER `i,1 1 i'�� ©�h�� i mX�% SEE GRAPHICITY OF C HORIZONTAL: NAD 1983/, 991 t 3 DESIGNED: FIELDB00K: � +� �� 4 JV�IS/irtXP Seattle, WA 98108 � 3 PER c�nr RE.vEw COMMENTS �s 3/27/14 COMMENTS mxP 6200 SE 2ND PL, RENTON, WA PAGE: �' PER CRY IiDEU1EW l�MS DRAWN: �. RENTON �� 10/7/14 MXP SMS ONE '"C" _ DATUM WATER &SEWER NOTES &DETAILS DRAWING No: R � 5 PER LSS S F�IGw>�.1� CHECKED: 206) 45�'�'446'� COMMEM A� 2/20/15 MXP mo F AT FULL SCALE 024-12 y � � IF NOT ONE INCH Planning/Building/Public Works Dept. �Ur�� ' C�Y1I -Structural plogconsulti'mw 11 o 110. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: .... �jNjNjNjNjAjA FUTURE BUILDING SEWER w �' 8"X6"X6" WYE 4„� SfiUi� MARKING PAST PAINTED IN 3" NtCN SLACK RIGID COUPLINGS. BE a� rn C7 0 O ' z tTl z D rn � cn 0 D D rn C7 0 O �C7 D C