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= e ��1 x N O w a 0 x mm SE 1/4 SEC. 10 ,TWP.23 N. ,RGE. 5 E. W.M. ±24 LF -8' DI i v y I ° - -.±20 LF- B °•FVC FUTURE SANITARY SEWER • J $$ STUB g PLUG STUB 0 0.02FT/FT.(MIN.) APN 1023059339 \ APN 1023059377 APN 1023059339 APN 'w230s9oe0 _. _ CS 6 ..\ /TO'NORTH PROJECT SSMH =11 - _ SH -5 \ BOUNDARY O _ - 6 _ �I' a6 6 743 LF 8 PVC -SS I L _ .STUB &,PLUG TO NORTH SSMH 12 12" CONC 0. STA. 42 +37.69, 6:00' LT S- O.00SFT/ET NE 6TH SY.', R.O.W. Ify to iJ - ... - -- (FlELD; PL NE), \, ..- - BOUNDARY; O S- 0.02FT/FT '-`�-1-- -� ---n.. �� \ ST T _ 0 71,: Z -- -. STA. 25+58.37. 6.03'_ LT A 22 +10.70 APM1 1023059208 3 Q __ (NE6TH ST) -\ _ \,, LINE; APN Ioz3oss3s733 W-T.- STA:;20+ 7 :45 6.0' LT _ - -_ .I - _ -27 - ][ �- (- 28+.._ -. 27 eY _'': ..:. 203 LF-B' PVC... _- 7 _ Ow - - yaa 35 : I w- 2a $ pvc -- ,_I eaRr uvF: Nw1 /4, sxrLa, ST 4, ® N 28 - NE sn - - __ R STREET' (A - - - 12" CONIC 4W \ APN OM97OD40 ( >.- APr1UZ3U59 23 0 Z I S ' + i /,� , - _ - t '.� _. ( / AT 216 EASEMENT �T1P. ALL CB 36 t ( / I 7 / C6 'Q7 (MIN SLOPE) LOTS FRONT GE) / j / \ () ' I / MFF 4345 j 18 I`. WIFE 452.5 \ 47' M 9.0 MEE 460.5 -- MIT MFF 4390 \ 146 -1 MFF 458.5. \ 1 I APN 10 59190 SSMH -10 MFF' 458 5 2 I I /30 i {,,STA_ 30 +20.87, 6:OD�RT :I \ a APN os697ao430 i a I I I ST 23+3.5 HAM2AVE NE) . 6TH sr.) \ U I i !EG 1 2" CONC x56.0 ,(NE 2 - DA _ _- - MEE 434.5. .,, '1,5 i 17 , 20 APN 0869700420 - ) MEF 436.0 I MFF 452 5 .`.;.I __ - `o _ \ € /8° DI W�T ?UNFO 6 - APN 1oz30s921J I.. / YVATERJNEP RI A08UF 8° STEEL EL '45 , MFF 455.0.. :I 1 APN 0669700410 / 12 ! I \ I ,, I I -t 3 \ i I _I I I,{ GB I �, i Po l a u- 12" CONC 3456.9 % (± w _ - _ MFF -433A { I 16i I' :. 21 I`,'I I 1 .-. _- -. 1 At ( I. <. `,, SSMH -4 �\',. �•,3 I I MFF 4345 J I MFF 450.5 I I' > '� (I ------------ - 4 VICINI 1 1 MAP APN 0669700400 .g -.STA 40+80.30. 6`,LT J-I. ( '. j • a j _ _ f - - - APPROX. L`OCHTI: :NTS Nn h r J TRACT B' _ _ i ,OPEN SPACE'.:. �'2" GAS LINE PEP, AS I:T W w L j IZ SANITARY SIDE SEWER GENERAL NOTES: ^-' _ 'i• ; : / ; I:, ( :� APN 1023059185 _ _ APN 10230592,98 - -' O 4 ; CB 20 -" IOU 1. PRIOR TO INSTALER DON' USA SANITARY SEWER OM- THETCITY V :- "_ 431.0 I 1 15 :'I. - (I 1 N I : Imo' : R, PERMIT MUST BE PURCHASED' FROM THE CITY OF L~ / 22 APN ID23059186 ' APry ee69JO039o� `c.1 15 G. MEE r. �.: �? I MFF 4345 I'- jI '� RENTON PUBLIC: WORKS DEPARTMENT. GRAPHIC SCALE 1; : ; L :. ; j _ : - J. MFF -448.5 : , :I 20 40 80 K I• " ` I r J � `"- - - {Z�! 2. TYPES OF PIPE AND FITTINGS! THAT CAN BE USED, FOR SANITARY E-d r 20 O J I • N f I __ )7 2„ CONC 456.1 - 1+,1 ;_ __ _ _ .__ --------- �'-. �. �- -- --. - I_ • t : SEWERS SHALL -BE" APPROVED:' BY'THE'DEPARTMENT OF- PUBLIC;WORKS. G„'a 1 I I j, ! I '`, C@ 27.1 %� W -: I'.,- : RUBBER'OR.NEOPRENE GASKETS AS'SPECIFlED"BY THE: MANUFAC7DRER, �y 1 INCH =40 FT. J Z { SHALL BE USED 'ON JOINTS. s APN 08697003eo 3._ A MINIMUM GRADE OF 2R (1 //4 PER FOOT) MUST BE I( I :;I. I : I `' -.fi'4 PVC, ' :I- .:..MAINTAINED' WITH: 4' PIPE IN THE EVENT, A 2R.GRADE 5 \ 14 _ Z I`_' APN 10L23059212 I T "A y " ' 11. :t. 12SSLOPE'MIN._ I ,T I `'•, t 'I I.. 'CANNOT.BE MAIN THE•:OWNER Ml1ST GRAN MFF 427.0 g j I MFF 430.5 23 " -.1.. `I� 44 43 I : I x GRADE PIPERAE�A: GRAD jyyTM,' AND THEN -CAN INSTALL .: d '. \ MFF 4".5 ::` ' MFF 442.5 MFF 444.5 3� �I APN 0e697ao3>o .1 1�. ;. \ �' "- _ : CB 19 -4 \ r - -'�. - C8 4. FOR INSRE, ON SIDE SEWER, CALL -HOURS a I-'., :\ 'I.. . _ _ ____ ___ ,APPROXIMATE LOCATION 1 `I..: IN'::ADVANCE, :277 =5570: SITE:: MUST'BE- +READY FOR INSPECTION I: W _. _ OF THE':22 -FT LONG' 6.' n `; _ 2'" CONC 555.5 AND` REPRESENTATIVE ON tSITE WHEN:.INSP.ECTOR - ,I SS STUBS TO EX. LOT IF 5 HOUSE I I:C 3 - :ARRIVES�AT• APPOINTED ".TIMEv1. SIDE `$EWER_; AND i �� _ • __ _, _ SHE c APN 1oi3os9zfia SHALL BE TESTED .PER'CITYS:SPECIFlCATIONS. _..� SUBDIVIDED IN TWO LOIS '�, I SSMH -14 :I:... CB ::. 'i_ T A. 10+}- O- MAKE THE CONNECTION AT`•THE -HOUSE' DO NOT BACKFlLL . Si 1._] �fiLT t .. 'T _.. i :; I.. ... THE DITCH. UNTIL:. AP. FOR ITT '7S .GIVEN BY,THEINSP,ECTOR. MFE 423,0 `. I "1 .�.. 7`.I I.. - -_ J I GCB 78 __ .._ `- -__.__ .s- _ (NE 5TH: PL) :. F1NAL,APPROVAL- -;WILL BE :.GRANTED AFTER; THEEASTING °f .r,. o5>APN 0869700360 r� '•1 �- - (.., -_ __ ___ _ I i 8 I k.; - ,�. : J „ MFF 4 ,_, _____ I � - ____.. ,. - - _____ -a _., ` � SEPTIC TANK HAS; BEEN'PUMPED�WT -AND FlLLED',YATN SAND. r.' I} j {. MFF -440.5 I - - - -_ _' _ :3. I 5. INSTALL SIDE, SEWER WITH` 2' :MINIMUM COVER. 78'<' �• - 0 . __ _ S...L.IvE, N7 /2_NW7 /4_SNJt 4, N STH,PLI1C�, 't' % - I. _. /._ COVER` IS ALLOWED. AT THE HOUSE IF OUTLET' IS.SHALLOW. , 1 I W 7/ FT' MIN) 6. IF SIDE. SEWER STUB:IS NOT- AVAILABLE DiE OWNER 'SHALL a ;,.. _ I ! ,I BE::RESPONSIBLE.I: FOR'ITF,'6, TALLAIIO1,L THE, SIDE SE, WER apN oe69J003so " :� `- - `+. i' .: C@ 17 - SHALL BE,AiMINIMUM;OF 6 IN SIZE:JF' +TEE IS NOT 1 ¢. \ _._ 7 I. F':. I _ SSMH -9 :I _ .. ,.. I , ' / •' .:AVAILABLE THE:I.MAIN SEWER:`:UNE- MUSTBE'TAPPED MFF 419:0 I... `'STA 33 +37.80, 6' RT , I _ , /:.. 5 " APN 1oz3oss4o3 :IHRU A: CAST1RON >.SADDLE TALL' WORK ::WITHIN ". I a _ ,. •I, `(GRAHAM AVE NE) STREET'RIG HT- OF- WAY•SHALL BE, DONE BY A,UCENSED _ - - - _ 3 0 34 S,! - CB 3 / "� :_) 12 )'_._ \\ I `.,,25 __ I 4111" CB 1b i i AND:BONDED'CONTRACTOR, . 1 � APN 0869J00340 ✓ +, , , - -_ i MFF 434.5 •. ' 16A •�. EXISTING LINE . SH BE ACCOMPLISHED IN ACCORDANCE ? 1 MFF.. 420.57 � '_ i .r /' CB 7. ALL. N'W2K ALL - - ____I_, ... 3p I •4 - \ I -IE X54.32 12': CPP WIT 1HE, WASHINGTON INDUSTRIAL SAFETY AND I• -_: I HEALTH ACT (WISHA . - \ _ ' -APN 1023059254 1 i ;• ' - - -� - {.. "' ,_,, �.\ • {, cz i- I�3 8. ALLIRENCH RESTORATION FOR SIDE SEWERS'IN. THE PUBLIC GB I N ......... J I I - _. _I_. > Ir. ;:.,• �`�.... ,I ::.RIGHT =OF= WAY - .`SHALL CONFORM- TO•THE;.MOST- "CURRENT TRENCH 8 -•. _ _ - I,. 38 39. 401 41< 42 I I - 3 APrvoe6s7oo330 " -_, �; - I ' - -. _. _._._ _ I RESTORATION :REQUIREMENTS `AS SHDWN :ON DWG. #HR; 2 . MEF 415.0 '_, ( " : s20 1.. -_ '� m ; -1- MFF 438.5 % ".:.MFF 4425;:, r MFF 446.5 MFT''.450.5 ; '•I EX. 12':SEWER I ,_� -j \ _ \ I I 1 . MFF 452,5 ;1, (HONEY : BROOKE V) 9. ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE ' ___._._,_,H . L l.__y 1 , -I.;. ) (, . 1 -... I \ i $ :BEDDING IN - ACCORDANCE:.WITH DRAWING:`BWIBC'OR .. / , _?: �- \ : �: I�•,, EXISTING SEWER:. 1 ' J:. t \ s BR09 AS APPLICABLE. " APN 0869700320 \ I: MFF :430.5 � - - -'�" ,. , t {, I - MFF.478.rsn, . , . av -,, ,... ;. ; ; 1 I - EXISTING 32 .____ ... ______ _ \ l 10 i:; ;::; '� S CB :3019 F.H: "LOCATION.. 10. THERE SHALL'BIE A,MINIMUM 10 R& HORIZONTAL SEPARATION { _ ..,: , I - ) \ ( ;' / (7YP) , I ` ; I ` ' `�., - -- -. -- BETWEEN SANITARY SIDE SEWERS AND WATER SERVICES AND A SEE SHEET SS3 S)F-3 - -�' : ,. % i::.I i I p.... I ABANDONED 8" MINIMUM 5 FOOT`. HORIZONTAL SEPARATION BETWEEN - .SANITARY SIDE / _:" I I.1, `, (�.. J , I,.I p _TEELWATER .SEWERS AND w " FOR LARGE -SCATS PLAN I. s :1.. , ,..,,I BIT. OTHER; U11U71ES. G o b MFF 413.0 CB .I' ___ _. ._ 70 �'•, t ;. ;. , + I... __lll/A/l.'/O//l///4fi SS I 0' „ C. C 1 s 9 s " e W _ A _. - __ ._ _.__ i MH_3 flI ( _ 5TT�1 CT ° i I y' APN 08660' D310 ( _ - _ - STA..37 +51 8B, �6 :.LT ,� 9 I , '' i' \ I - LEGAL. DESCRIPTION: cc sSMH<2 i ,.. I __ _ . . __ 1U :': ' �'; �•. '. ; �::. I �, �, :, B" SS STUB TO - WLYPART... „ ,, � (DRS) „ :27 1 I ) , EXISTING'SSMH -3024 \. �a 101 I( , :I '' ••. ' ' SUBDIVIDED.. I - LOTS T- KING COUNTY'SHORT PLAT NO. - 480111 - .RECORDING N0. MFF 16:'6 :', ; 1 1 ,37 3fj:..:.ly OF LOT 51 IF �.. APPX.:.LOC. - - ¢ / : I : •MFF'. 424.5 : _.. ji.., I.:: I RIM.12"PIP 6 (444. 88) .. 2, -..... RECORDING EAST OF': m CB 10 ,. 4 : L - 'S1, RELOCATED IE 12 PIPE) 444.86• NAVD. 88) 8206180434, SECTION.10; -TOWNSHIP 23 NORTH „R - j( ; 1 1 / ..I MF5 428.5 : MFF.4B4.5: _((.,_ IN oaAyfio3oo �' , . I r 1% { y' P R POLE i ' HONEY BROOKE' NWY SWY SF4 TRACT,B ;'SHORT PLAT :NO. 1274035 :RECORDING: NO. et3 11 1 I i ! l / 1 / 1 MFF 4a6. oWE o ( _ h 0 0 ° w ; // r Cn \ 'T' - J - -:- 1.' -,'�" - •� ":, 't 26: PRIVATE ::k; I W.TRAIdS. :.. ; AaN to23os92at 7802104' AN�7RACT A, KING COUNTY SHORT PLAY' -:NO. 1274035; t- ,f. 10 Y �. �.' .. I y _;_. ..., 1..., '.':ACCESS:- SMTIT. .t W/ TRANS. I I , RECORDING N0. 7601210467 r ¢ .. �.. O _.. <- __� Cfl`2S'- -- -_ _ - _ ! . E, 1 \. 6 SS..SIUB TO -E R OF,L'OT'SIJENT "� \ O APN Di6970D290 , CB • %� , y r: n m \ EXISTING -- •-;-; - _ ,T. y. / / / C@ i? ' \'`., IF.. SUBDINDED10' DE' I I I m _. �- - - \_A -. -o J:. ♦. / `i, : EXISTING 8° DI SSMH -11 _ - T L PARTS )"` BEREQUIRED THOU W - �ou4 I - / Y SO .0 I c+ 1-- : -WA MAN :l EXISTING SS. 2� I "� TE.1? - - \" CB.14 - t IE IN - 393.70 - - 29 -_ -_ - - VERTICAL': DATUM: sT}i • 41 < >- EASEMENT \ STREET - - - /fj, AT4pROX. LCCATION OF� .. W \- CB 41 dx/' �i // //ice / / / / / / /'h p} m - CB 3� / 7 ; •I- % ! I' : 2" GAS LINE PER ASBUILTS CITY RENTON: ' Fj NOTE: SS ?,• -0� -_` _ __ ;: _ I NAVD; 88--', , CONTRACTOR TO VERIFY" _ \', j ; C�B;TA PVC'.Q15 - '- `' APN: tOZ3059a5z ELEV. = 398.55 /SSMH -1. t_._4 LF 8 R_._ .__.. _ -m \.\ .I 'C 4 RENT, -,1851 PRIOR TO CONSTRUCTION - �- % ,. ! ' -- =- r S --AW \ j IT IS. A, BRASS DISK SET IN A DRILL HOLE'' -1N 'THE CENTER OF THE .RIM - ±404.,0 n y A ._. �, -T- _ - -' - - - APPROX. LOCATION OF OF - THE':.INTERSECTION::. r _ .. - Soc,T. -( J ��3 _ %. -� , -., :. ,,, ,. ( , � '-r.'I; -; \ ,, •! �. CONgiEIE STREET': SURFACE':IN':.THE CENTER EX. 8 SS i IE(IN)i= 391120, -1 -.■ \ _ - , _ \ : R"-� , - -' I ; r SSMH -13 7, I :8" STEEL WATERLINE AT THE_SOUTH- .:QUARTER CORNER OF G710N. O 0.010 IE(QUT)= 391.1'0; �GD 1�L SSMH- EXISTING 12 -SEWER - -•_ �- \ 1.:..ARy 1 ! / 1 iA.- 3b+6H.08 ,6'_L•T �- -.,. `. DENT a I ::.(HO E V) = 47268 Ex. CLEANOU7 17 -A _J NEW 13± IF B _ SSM B 15 5 SF^+ (HONEY BROOK r, .,. T SSMH -6 -1.1 t _.-.- _ - 1 EXISTING pCB '3021 T -1907 ElEV. aPN OB69J002J0 RIM= 404.27 'Ey`" C " "_n�C PVC,SANITARY SEWER; , - _,_I ,, tr 1 ;' , ` ,' 1 ATNRENTON, AT HOUSE NUMBER 12074 �HOQUTAM AVENUE A + .56•. •T S : 35 +27.22, 24 :2 LT 1 ', �- E'CONCREIE IE= X94 -32 00.07FT/fT SLOPE STA37 OB.JB 8 L, �' - +_ ,I - HOUSE I ,) CHISELED SQUARE:IN THE :SOU,THEAST CORNER'.OF'TH TO BE REMOVED & EX. ! 3' MH FROM ;,S RMi \ ( • -„ �•, , 35: 1 APN'1a Ds9zso rn 1" FOOTING FOR THE MAILBOXES :ON THE WEST SIDE OF THE STREET. CALL 48 HOURS. _ TRACT A I I n I'', ; ABANDONED; 8, 8" PVC SS LINE TO BE - MFF 440.5 STEEL WATER BEFORE YOU DIG 2 DEIENTION/WATER; EQUATION: NAVD 88" MINUS 3,569' EQUALS NGVD 29 EXTENDED (107 LF) TO NEW 1 , _ _ _ _ QUALITY POND; ';28 29 `:t' MH -1 SAME 0.010FT FT SLOPE - / _ _ _ _ I I 'rS / MFF atz 30 31 32 33 34 I`' o\ Z CONTRACTOR TO FIELD VERIFY MFF 416.5 \ �'MFF 420.5 \MFF 4245 -+k-® 2° BRA55 DOME WITH 1- $00- 424- J�JrJrJ i MEE 414.5 SEE SHEET C1 FOR CONTROL POINT TIES. O '7 : APN 08697Op280 32'5 - LOCATION AND IE OF STUB i r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - \ 8.5 - { Eft `lA MFF 4 ; I :SCRIBED X' IN CORN < ? - --- \ `\ _ I I - --' \\ I ''NEARW OWNEDGEeSEC6 W 1 _____ = ' =__._ \ C @. P &VEMENT s `' / BOLID SHEET INDEX: - - -- - < - I J;c6 4G r RIM 4a:3.e RECOMMENDED '' 39, Al. Ioi30ss2sa. IE 444.50 SST, of 3 SANITARY SEWER PLAN /COVER: SHEET FOR -APPROVAL DCB. 3022 IE 444:50 SS2, of 3 SANITARY SEWER -: PROFILES-(RO,AD A do B). - - PCrPER I - .� - SS3.of 3 SANITAR,Y,'SEWER'PRORLES (TRACT A. ROAD 'B' J. ,6 v�Epe wnset ST }' •! '�. / N DC @:.3023 g "PRIV ACCESS ES T, NE 6TH.51:.,, B� �. y C R '1ca9 1 POLE Y'/ �_ C PO ER POLE �:. I OHP' _'Im ATE ) 6 C a f•. TRNNS _ f I - B �� i I _ W /TRANS. HEDGE' y M - l4� L6 i o D CAUTION: IT IS THE, CONTRACTOR'S D. R. STRONG: _ - - --, I ' 4 I - '� r ! i7 RESPONSIBILITY T0, FlELD. VERIFY C v ' Consulting Engine Inc. JE - 0 APN 1023asI160 LOCATION -OF ALL `UTILITIES': P -RIOR C K .p Ik ?, , ,0 -1 h DECK ' o B E� nJSJio o _ 10604 NE 38th PLACE, SURE 101 APN 9475700220 qpN 9475J00210'� qPN 9475700200 APN 9475J00190 '�� - - 1.. , AIN 10230sW qt N BY p •p •'!. •�I �" , `t' .TO':PROCEEDING;WITH CONSTRUCTION.. 3 U O 4 APN 94i ,OO... APN H4JSJ00160 32231 KIRKLAND, W 98033 ,, APN 9475OQ\80 t - rr.. �' 17acJSrEw® Cr ! V .•,'S3 . 1 _.- y' / I- r - --'-I �'•. - 5 'CLFI �__ _ SS T of 310140F'16: - SSIONAL EAX N0: (425) 962 -1402 �( .,_ .__. '$ t J_`J P DRS PROJECT NO 05286 _ O w ENGINEERS PLANNERS M. \O5 \286\piots \3 \14 3SS5286.dwg 6/27/2006 3.52.18 PM PST C A I I , �, Y E-ES 10 11 07 SURVEYORS : COPYRIGHT ::© 2005, D.R. STRONG CONSULTING ENGINEERS INC J `V .i A Lk . 4 3" 2 z j Q < ' WE � RENTON NE E TH ST. NE 4TH ST. LC T�d M PT. NE.477NE M PT. B103 NE 6TH. ST. 1852 2 -. GREENWOOD CEMETERY is 14 Mqp JRENT -1851 CEDAR �Rb MAPLEWOOD GOLF COURSE <. `,, SSMH -4 �\',. �•,3 I I MFF 4345 J I MFF 450.5 I I' > '� (I ------------ - 4 VICINI 1 1 MAP APN 0669700400 .g -.STA 40+80.30. 6`,LT J-I. ( '. j • a j _ _ f - - - APPROX. L`OCHTI: :NTS Nn h r J TRACT B' _ _ i ,OPEN SPACE'.:. �'2" GAS LINE PEP, AS I:T W w L j IZ SANITARY SIDE SEWER GENERAL NOTES: ^-' _ 'i• ; : / ; I:, ( :� APN 1023059185 _ _ APN 10230592,98 - -' O 4 ; CB 20 -" IOU 1. PRIOR TO INSTALER DON' USA SANITARY SEWER OM- THETCITY V :- "_ 431.0 I 1 15 :'I. - (I 1 N I : Imo' : R, PERMIT MUST BE PURCHASED' FROM THE CITY OF L~ / 22 APN ID23059186 ' APry ee69JO039o� `c.1 15 G. MEE r. �.: �? I MFF 4345 I'- jI '� RENTON PUBLIC: WORKS DEPARTMENT. GRAPHIC SCALE 1; : ; L :. ; j _ : - J. MFF -448.5 : , :I 20 40 80 K I• " ` I r J � `"- - - {Z�! 2. TYPES OF PIPE AND FITTINGS! THAT CAN BE USED, FOR SANITARY E-d r 20 O J I • N f I __ )7 2„ CONC 456.1 - 1+,1 ;_ __ _ _ .__ --------- �'-. �. �- -- --. - I_ • t : SEWERS SHALL -BE" APPROVED:' BY'THE'DEPARTMENT OF- PUBLIC;WORKS. G„'a 1 I I j, ! I '`, C@ 27.1 %� W -: I'.,- : RUBBER'OR.NEOPRENE GASKETS AS'SPECIFlED"BY THE: MANUFAC7DRER, �y 1 INCH =40 FT. J Z { SHALL BE USED 'ON JOINTS. s APN 08697003eo 3._ A MINIMUM GRADE OF 2R (1 //4 PER FOOT) MUST BE I( I :;I. I : I `' -.fi'4 PVC, ' :I- .:..MAINTAINED' WITH: 4' PIPE IN THE EVENT, A 2R.GRADE 5 \ 14 _ Z I`_' APN 10L23059212 I T "A y " ' 11. :t. 12SSLOPE'MIN._ I ,T I `'•, t 'I I.. 'CANNOT.BE MAIN THE•:OWNER Ml1ST GRAN MFF 427.0 g j I MFF 430.5 23 " -.1.. `I� 44 43 I : I x GRADE PIPERAE�A: GRAD jyyTM,' AND THEN -CAN INSTALL .: d '. \ MFF 4".5 ::` ' MFF 442.5 MFF 444.5 3� �I APN 0e697ao3>o .1 1�. ;. \ �' "- _ : CB 19 -4 \ r - -'�. - C8 4. FOR INSRE, ON SIDE SEWER, CALL -HOURS a I-'., :\ 'I.. . _ _ ____ ___ ,APPROXIMATE LOCATION 1 `I..: IN'::ADVANCE, :277 =5570: SITE:: MUST'BE- +READY FOR INSPECTION I: W _. _ OF THE':22 -FT LONG' 6.' n `; _ 2'" CONC 555.5 AND` REPRESENTATIVE ON tSITE WHEN:.INSP.ECTOR - ,I SS STUBS TO EX. LOT IF 5 HOUSE I I:C 3 - :ARRIVES�AT• APPOINTED ".TIMEv1. SIDE `$EWER_; AND i �� _ • __ _, _ SHE c APN 1oi3os9zfia SHALL BE TESTED .PER'CITYS:SPECIFlCATIONS. _..� SUBDIVIDED IN TWO LOIS '�, I SSMH -14 :I:... CB ::. 'i_ T A. 10+}- O- MAKE THE CONNECTION AT`•THE -HOUSE' DO NOT BACKFlLL . Si 1._] �fiLT t .. 'T _.. i :; I.. ... THE DITCH. UNTIL:. AP. FOR ITT '7S .GIVEN BY,THEINSP,ECTOR. MFE 423,0 `. I "1 .�.. 7`.I I.. - -_ J I GCB 78 __ .._ `- -__.__ .s- _ (NE 5TH: PL) :. F1NAL,APPROVAL- -;WILL BE :.GRANTED AFTER; THEEASTING °f .r,. o5>APN 0869700360 r� '•1 �- - (.., -_ __ ___ _ I i 8 I k.; - ,�. : J „ MFF 4 ,_, _____ I � - ____.. ,. - - _____ -a _., ` � SEPTIC TANK HAS; BEEN'PUMPED�WT -AND FlLLED',YATN SAND. r.' I} j {. MFF -440.5 I - - - -_ _' _ :3. I 5. INSTALL SIDE, SEWER WITH` 2' :MINIMUM COVER. 78'<' �• - 0 . __ _ S...L.IvE, N7 /2_NW7 /4_SNJt 4, N STH,PLI1C�, 't' % - I. _. /._ COVER` IS ALLOWED. AT THE HOUSE IF OUTLET' IS.SHALLOW. , 1 I W 7/ FT' MIN) 6. IF SIDE. SEWER STUB:IS NOT- AVAILABLE DiE OWNER 'SHALL a ;,.. _ I ! ,I BE::RESPONSIBLE.I: FOR'ITF,'6, TALLAIIO1,L THE, SIDE SE, WER apN oe69J003so " :� `- - `+. i' .: C@ 17 - SHALL BE,AiMINIMUM;OF 6 IN SIZE:JF' +TEE IS NOT 1 ¢. \ _._ 7 I. F':. I _ SSMH -9 :I _ .. ,.. I , ' / •' .:AVAILABLE THE:I.MAIN SEWER:`:UNE- MUSTBE'TAPPED MFF 419:0 I... `'STA 33 +37.80, 6' RT , I _ , /:.. 5 " APN 1oz3oss4o3 :IHRU A: CAST1RON >.SADDLE TALL' WORK ::WITHIN ". I a _ ,. •I, `(GRAHAM AVE NE) STREET'RIG HT- OF- WAY•SHALL BE, DONE BY A,UCENSED _ - - - _ 3 0 34 S,! - CB 3 / "� :_) 12 )'_._ \\ I `.,,25 __ I 4111" CB 1b i i AND:BONDED'CONTRACTOR, . 1 � APN 0869J00340 ✓ +, , , - -_ i MFF 434.5 •. ' 16A •�. EXISTING LINE . SH BE ACCOMPLISHED IN ACCORDANCE ? 1 MFF.. 420.57 � '_ i .r /' CB 7. ALL. N'W2K ALL - - ____I_, ... 3p I •4 - \ I -IE X54.32 12': CPP WIT 1HE, WASHINGTON INDUSTRIAL SAFETY AND I• -_: I HEALTH ACT (WISHA . - \ _ ' -APN 1023059254 1 i ;• ' - - -� - {.. "' ,_,, �.\ • {, cz i- I�3 8. ALLIRENCH RESTORATION FOR SIDE SEWERS'IN. THE PUBLIC GB I N ......... J I I - _. _I_. > Ir. ;:.,• �`�.... ,I ::.RIGHT =OF= WAY - .`SHALL CONFORM- TO•THE;.MOST- "CURRENT TRENCH 8 -•. _ _ - I,. 38 39. 401 41< 42 I I - 3 APrvoe6s7oo330 " -_, �; - I ' - -. _. _._._ _ I RESTORATION :REQUIREMENTS `AS SHDWN :ON DWG. #HR; 2 . MEF 415.0 '_, ( " : s20 1.. -_ '� m ; -1- MFF 438.5 % ".:.MFF 4425;:, r MFF 446.5 MFT''.450.5 ; '•I EX. 12':SEWER I ,_� -j \ _ \ I I 1 . MFF 452,5 ;1, (HONEY : BROOKE V) 9. ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE ' ___._._,_,H . L l.__y 1 , -I.;. ) (, . 1 -... I \ i $ :BEDDING IN - ACCORDANCE:.WITH DRAWING:`BWIBC'OR .. / , _?: �- \ : �: I�•,, EXISTING SEWER:. 1 ' J:. t \ s BR09 AS APPLICABLE. " APN 0869700320 \ I: MFF :430.5 � - - -'�" ,. , t {, I - MFF.478.rsn, . , . av -,, ,... ;. ; ; 1 I - EXISTING 32 .____ ... ______ _ \ l 10 i:; ;::; '� S CB :3019 F.H: "LOCATION.. 10. THERE SHALL'BIE A,MINIMUM 10 R& HORIZONTAL SEPARATION { _ ..,: , I - ) \ ( ;' / (7YP) , I ` ; I ` ' `�., - -- -. -- BETWEEN SANITARY SIDE SEWERS AND WATER SERVICES AND A SEE SHEET SS3 S)F-3 - -�' : ,. % i::.I i I p.... I ABANDONED 8" MINIMUM 5 FOOT`. HORIZONTAL SEPARATION BETWEEN - .SANITARY SIDE / _:" I I.1, `, (�.. J , I,.I p _TEELWATER .SEWERS AND w " FOR LARGE -SCATS PLAN I. s :1.. , ,..,,I BIT. OTHER; U11U71ES. G o b MFF 413.0 CB .I' ___ _. ._ 70 �'•, t ;. ;. , + I... __lll/A/l.'/O//l///4fi SS I 0' „ C. C 1 s 9 s " e W _ A _. - __ ._ _.__ i MH_3 flI ( _ 5TT�1 CT ° i I y' APN 08660' D310 ( _ - _ - STA..37 +51 8B, �6 :.LT ,� 9 I , '' i' \ I - LEGAL. DESCRIPTION: cc sSMH<2 i ,.. I __ _ . . __ 1U :': ' �'; �•. '. ; �::. I �, �, :, B" SS STUB TO - WLYPART... „ ,, � (DRS) „ :27 1 I ) , EXISTING'SSMH -3024 \. �a 101 I( , :I '' ••. ' ' SUBDIVIDED.. I - LOTS T- KING COUNTY'SHORT PLAT NO. - 480111 - .RECORDING N0. MFF 16:'6 :', ; 1 1 ,37 3fj:..:.ly OF LOT 51 IF �.. APPX.:.LOC. - - ¢ / : I : •MFF'. 424.5 : _.. ji.., I.:: I RIM.12"PIP 6 (444. 88) .. 2, -..... RECORDING EAST OF': m CB 10 ,. 4 : L - 'S1, RELOCATED IE 12 PIPE) 444.86• NAVD. 88) 8206180434, SECTION.10; -TOWNSHIP 23 NORTH „R - j( ; 1 1 / ..I MF5 428.5 : MFF.4B4.5: _((.,_ IN oaAyfio3oo �' , . I r 1% { y' P R POLE i ' HONEY BROOKE' NWY SWY SF4 TRACT,B ;'SHORT PLAT :NO. 1274035 :RECORDING: NO. et3 11 1 I i ! l / 1 / 1 MFF 4a6. oWE o ( _ h 0 0 ° w ; // r Cn \ 'T' - J - -:- 1.' -,'�" - •� ":, 't 26: PRIVATE ::k; I W.TRAIdS. :.. ; AaN to23os92at 7802104' AN�7RACT A, KING COUNTY SHORT PLAY' -:NO. 1274035; t- ,f. 10 Y �. �.' .. I y _;_. ..., 1..., '.':ACCESS:- SMTIT. .t W/ TRANS. I I , RECORDING N0. 7601210467 r ¢ .. �.. O _.. <- __� Cfl`2S'- -- -_ _ - _ ! . E, 1 \. 6 SS..SIUB TO -E R OF,L'OT'SIJENT "� \ O APN Di6970D290 , CB • %� , y r: n m \ EXISTING -- •-;-; - _ ,T. y. / / / C@ i? ' \'`., IF.. SUBDINDED10' DE' I I I m _. �- - - \_A -. -o J:. ♦. / `i, : EXISTING 8° DI SSMH -11 _ - T L PARTS )"` BEREQUIRED THOU W - �ou4 I - / Y SO .0 I c+ 1-- : -WA MAN :l EXISTING SS. 2� I "� TE.1? - - \" CB.14 - t IE IN - 393.70 - - 29 -_ -_ - - VERTICAL': DATUM: sT}i • 41 < >- EASEMENT \ STREET - - - /fj, AT4pROX. LCCATION OF� .. W \- CB 41 dx/' �i // //ice / / / / / / /'h p} m - CB 3� / 7 ; •I- % ! I' : 2" GAS LINE PER ASBUILTS CITY RENTON: ' Fj NOTE: SS ?,• -0� -_` _ __ ;: _ I NAVD; 88--', , CONTRACTOR TO VERIFY" _ \', j ; C�B;TA PVC'.Q15 - '- `' APN: tOZ3059a5z ELEV. = 398.55 /SSMH -1. t_._4 LF 8 R_._ .__.. _ -m \.\ .I 'C 4 RENT, -,1851 PRIOR TO CONSTRUCTION - �- % ,. ! ' -- =- r S --AW \ j IT IS. A, BRASS DISK SET IN A DRILL HOLE'' -1N 'THE CENTER OF THE .RIM - ±404.,0 n y A ._. �, -T- _ - -' - - - APPROX. LOCATION OF OF - THE':.INTERSECTION::. r _ .. - Soc,T. -( J ��3 _ %. -� , -., :. ,,, ,. ( , � '-r.'I; -; \ ,, •! �. CONgiEIE STREET': SURFACE':IN':.THE CENTER EX. 8 SS i IE(IN)i= 391120, -1 -.■ \ _ - , _ \ : R"-� , - -' I ; r SSMH -13 7, I :8" STEEL WATERLINE AT THE_SOUTH- .:QUARTER CORNER OF G710N. O 0.010 IE(QUT)= 391.1'0; �GD 1�L SSMH- EXISTING 12 -SEWER - -•_ �- \ 1.:..ARy 1 ! / 1 iA.- 3b+6H.08 ,6'_L•T �- -.,. `. DENT a I ::.(HO E V) = 47268 Ex. CLEANOU7 17 -A _J NEW 13± IF B _ SSM B 15 5 SF^+ (HONEY BROOK r, .,. T SSMH -6 -1.1 t _.-.- _ - 1 EXISTING pCB '3021 T -1907 ElEV. aPN OB69J002J0 RIM= 404.27 'Ey`" C " "_n�C PVC,SANITARY SEWER; , - _,_I ,, tr 1 ;' , ` ,' 1 ATNRENTON, AT HOUSE NUMBER 12074 �HOQUTAM AVENUE A + .56•. •T S : 35 +27.22, 24 :2 LT 1 ', �- E'CONCREIE IE= X94 -32 00.07FT/fT SLOPE STA37 OB.JB 8 L, �' - +_ ,I - HOUSE I ,) CHISELED SQUARE:IN THE :SOU,THEAST CORNER'.OF'TH TO BE REMOVED & EX. ! 3' MH FROM ;,S RMi \ ( • -„ �•, , 35: 1 APN'1a Ds9zso rn 1" FOOTING FOR THE MAILBOXES :ON THE WEST SIDE OF THE STREET. CALL 48 HOURS. _ TRACT A I I n I'', ; ABANDONED; 8, 8" PVC SS LINE TO BE - MFF 440.5 STEEL WATER BEFORE YOU DIG 2 DEIENTION/WATER; EQUATION: NAVD 88" MINUS 3,569' EQUALS NGVD 29 EXTENDED (107 LF) TO NEW 1 , _ _ _ _ QUALITY POND; ';28 29 `:t' MH -1 SAME 0.010FT FT SLOPE - / _ _ _ _ I I 'rS / MFF atz 30 31 32 33 34 I`' o\ Z CONTRACTOR TO FIELD VERIFY MFF 416.5 \ �'MFF 420.5 \MFF 4245 -+k-® 2° BRA55 DOME WITH 1- $00- 424- J�JrJrJ i MEE 414.5 SEE SHEET C1 FOR CONTROL POINT TIES. O '7 : APN 08697Op280 32'5 - LOCATION AND IE OF STUB i r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - \ 8.5 - { Eft `lA MFF 4 ; I :SCRIBED X' IN CORN < ? - --- \ `\ _ I I - --' \\ I ''NEARW OWNEDGEeSEC6 W 1 _____ = ' =__._ \ C @. P &VEMENT s `' / BOLID SHEET INDEX: - - -- - < - I J;c6 4G r RIM 4a:3.e RECOMMENDED '' 39, Al. Ioi30ss2sa. IE 444.50 SST, of 3 SANITARY SEWER PLAN /COVER: SHEET FOR -APPROVAL DCB. 3022 IE 444:50 SS2, of 3 SANITARY SEWER -: PROFILES-(RO,AD A do B). - - PCrPER I - .� - SS3.of 3 SANITAR,Y,'SEWER'PRORLES (TRACT A. ROAD 'B' J. ,6 v�Epe wnset ST }' •! '�. / N DC @:.3023 g "PRIV ACCESS ES T, NE 6TH.51:.,, B� �. y C R '1ca9 1 POLE Y'/ �_ C PO ER POLE �:. I OHP' _'Im ATE ) 6 C a f•. TRNNS _ f I - B �� i I _ W /TRANS. HEDGE' y M - l4� L6 i o D CAUTION: IT IS THE, CONTRACTOR'S D. R. STRONG: _ - - --, I ' 4 I - '� r ! i7 RESPONSIBILITY T0, FlELD. VERIFY C v ' Consulting Engine Inc. JE - 0 APN 1023asI160 LOCATION -OF ALL `UTILITIES': P -RIOR C K .p Ik ?, , ,0 -1 h DECK ' o B E� nJSJio o _ 10604 NE 38th PLACE, SURE 101 APN 9475700220 qpN 9475J00210'� qPN 9475700200 APN 9475J00190 '�� - - 1.. , AIN 10230sW qt N BY p •p •'!. •�I �" , `t' .TO':PROCEEDING;WITH CONSTRUCTION.. 3 U O 4 APN 94i ,OO... APN H4JSJ00160 32231 KIRKLAND, W 98033 ,, APN 9475OQ\80 t - rr.. �' 17acJSrEw® Cr ! V .•,'S3 . 1 _.- y' / I- r - --'-I �'•. - 5 'CLFI �__ _ SS T of 310140F'16: - SSIONAL EAX N0: (425) 962 -1402 �( .,_ .__. '$ t J_`J P DRS PROJECT NO 05286 _ O w ENGINEERS PLANNERS M. \O5 \286\piots \3 \14 3SS5286.dwg 6/27/2006 3.52.18 PM PST C A I I , �, Y E-ES 10 11 07 SURVEYORS : COPYRIGHT ::© 2005, D.R. STRONG CONSULTING ENGINEERS INC J `V .i A Lk . O M M N N° a A-i WR WiLML 204 M I� x N a p O x SCANNED OUT 2 7:L000 ............... SE 1/4 SEC. 10 ,TWP.23 N. ,RGE.I 5 E. Ica w X a v o s° ss LOT 9 - /' > SSMH -2 12° FORM \ - - - - I j Mi �p4o.5 1 a ° - '.-- �- -- -- I :- � �__ - -.I _ -_ _- . -� 3 I __ I -434.5 -440-i , W F J Gi 0 n i I { MFF 428.5 i _____ MFF 428.5 ) IE 1 " ¢0 O I LOTSTUBS 0.02FT/FT 3 d' LIJ Q W Lo O O HA �_ .- rm1 CB -33 _ - _ _ -_. _._- 3.7 '--CB-34 f GRAPHIC SCALE - 6.3' 10 0 10 20 40 _- _. -____ _ - -_ -i ce ! _ _! I ! I I j I � LOT MIN. FF __ .� ET`FP) EXISTING GRADE -- 128 ' FF :424.5 _- -'I -. I MFF ___ MFF 420.5 I ____ jMFF 424.5 7ilJ. f POD I ® tO Q U } U S FQ z ¢ Q 41 02 _ FQ i- EXISTING CB 5' _ 3O� CB_ + 1 INCH =20 FT. 7 - 420 - - - --- - - - -�- FINISHED ORf\DE - - -- I i i 10 I - r- - -�- II ! ! -- I Imo' _ 414.5 I 0 FF 416.5 I I ( �.. -I $ ON 54� -. SS)dH '13 I � I IE a IN 42 IE 6' IN 426.72 IE OUT 426.SSi En w EXISTING G.O. TRACT A \'9k R M01�ED 8° DETENTION/WATER 8° SS QUALITY POND EL 412 III I I - i. -_ -___ ! j f j12" ST 18 "STD I- STORM STORM 3 M (' S; STUB 1 - - - - _ - - - �H_7 ! TOP 5 I IE 407.16 i I � f �- g6O6F17F� S'0' LOTS 32 h.'33 ,6° SS STUB g i a 1 - - ✓ I -I i 12° S RM f 12. STORMI� _ IE 407RM 11 8° STORM I8' I 44 IF 8 °..PVC �9 154 ! pVC I 5' UNDER THE RIMM 42246 IE 1N 413.00 r m g a � \ x_-400 __ - �--- f --t- f I -+ f f It ___ __ PVC 48 S°0.016FT _ ( a p\ G' ` { I I 101 5=0.0157FTfFT ) I SSMH 7 . RIM 4123. IE IN. 403.56 �H 6 I I _IE_OL7�12.90 _ - 4QQ 1 N }rw v LARGE SCALE PLAN (FROM 551 OF 3�'�.. EX. f62 LF OO:OIFTJFT { 8 PVC 63 -.LF 8 DI CL I S= 0.O1FT.: _ _ v�. pt 396 i BOTTOM . 53 { SSMH 3 i IRIM 411.80 I. I IIE IN 401.90 - 1E- OUT-401-80' IE OUT 403.46 RIM 4402. f I IE IN 40277 { IE OUT 40267 I I ! 1 277555 3 ] I EX. SSMH -30 SSMH.1 RIM 404.00 (DRS) RI IN 394.55 SSMH.2 RIM , 25.7 ( 1 RI 140 .628 i STORM DETENTION 1 ; SANITARY SEWER NOTES AND SPECIFICATIONS I { I RIM 403.80 IE IN 393.70 I IE OUT 393.60 IE OUT 394.45 ( IE OUT 395.18 ' POND j u, MH S I3002 (EXISTING) 1 2-1 3 6 7 8 13. -- $Q 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE.IMTH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH "STANDARD SPECIFICATIONS FOR I I NEW RIM 404.27 t13LF B° PVC REMOVED) O 0.01FT _ I 1 � ( I I r FT. �i Q I . MUNICIPAL PUBLIC WORKS. CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER _ IE IN (394.32 -. TRACT A 1 I. �!1 I IYE 5TH f STREET : -PRIVATE ACCESS D ��T• F W AMERICAN PUBLIC WORKS. ASSOCIATION, .LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 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 o q,al 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE AND -0 +00 - - 0 +80 - 1 +60 2+40 3 +20. 4 +00.- 4 +80- 5 +60 -6 +40 - 5. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE ANY OTHER. RELATED. PERMITS PRIOR TO ANY CONSTRUCTION. - 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON ED D SIGN BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH LICENSED BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSID PROFESSIONAL SURVEYOR: 9. BACKFlLL 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 I I 1 I 1 -- I OO - �"- "zp ' -„ 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. - 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTNUOUS: LINE A TEMPORARY MIX PATCH MUST. BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. APERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 480 ) ' I- I i - ! - EX. R/W ¢ 4,80 1. m .. o o+ w m .. o 8 � 5 e 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12 ALL DISTURBED AREAS SHALL BE .S ®ED AND MULCHED OR OTHERWISE STABILIZED nu clic. cnnclrw TO THE SATISFACTION OF THE DEPARTMENT FOR THE ,:EVENTON OF ON- S._- __�.�_ AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE. LAID ON A.PROPERLY PREPARED .FOUNDATION: IN.. ACCORDANCE WITH SECTION. 7 OF THE CURRENT STATE OF WASHINGTON STANDARD. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE .TRENCH BOTTOM OR:THE TOP OF THE {. � - of I. pl I urn m<N "`a1a m3W1, -. i I) I w --�� I 0 �¢ W.wl. a N x w <z MFF 8 45 &5 ( FINISHED � (T1'P.)1 f FF 460.5 y < +I> �g N -z n - -� - + +> 8 _ FOUNDATION MATERIAL, AS WELL. AS PLACEMENT AND COMPACTION OF RE 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 - ABOVEAND BELOW THE PIPE 14. SANITARY SEWER PIPE SHALL BE POLYVINYL .CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. - - -4 1 I ( 1 ! I- z wwZ..li� w �I a � - f m N EXISTING GRADE I '.. ++ I. -------- , MFF 459.0 _- - - -- -- / '.i-- I I ' MFF 460.5- 6`Di.. F.H. RUN I ' -- 12"_STORM -4 m Ii' 3 m d ¢ m m - < 15. IN. UNIMPROVED AREAS, MANHOLE TO -EXTEND MINIMUM- 6 INCHES AND MAXIMUM 12 - INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I raj c�ji +I] --u w - �j ! ! I 5=0.0256FT :; IE 452.55 - SSLIH 203: LF I ll 8 VC 5= 0.01FT 18' (MIN) 5.:. I 2Y I , m ® I- ' I I I ,- �_ TO MH 9 I ssMH ! I 10 i I EIMN446008 IE � UT 450.08. SSMH R I 12' 461.67 OUT 45221 44 440 -2{ j ip I ! /i I EI Ol IE 0 T 445.70: IT 4 6. i LOiS 15' S.: 48, 49 '& B 50 6' R SNB UNDER THE it I o in GRAPHIC SCALE { LOT 47 6` SS STUB 5' UNDER THE - t HE 6TH (TYP.) STREET ` < _ w o 20 0 20 40 80 I ! ,•' MH' 1 11 P11N . 1 ( RECOMMENDED O q 1 INCH =40 FT. J. S HORIZONTAL `t� OF w ^sN OS �. 5 0 5 10 20 iNC T9 5 a 1 INCH =10. FT. - 420 9 of L- W ofI -_ -� ! J- I I a) �Ii I ' �- i o III �I o °� -4-20- FOR PPROVA '/n Bi/I 7b.: BY D.R. STRONG VERTICAL Consulting Engineers Inc. ai BY .� 10604 NE 38u. PLACE, SORE 101 o R az kfR -NO. wA 98033 27 +20 F20 26 +40 25 +60 24 +80 24 +00 23 +20 22 +40 21 +60 20 +80 1 20 +00 SS 3 OF 3/Cl 6 OF 16 1-800-962-1402 An SIONAI, FAX NO: (425) 827 -2423 C/A ENGINEERS PLANNERS M• \05 \ ?86 \plots COPYRIGHT ' _- \3 \16 3SSPR5286.dwg © 2005. 6/27/2006 D.R. STRONG DRS PROJECT 356'05 CONSUL TING ENGINEERS NO 05286 PM PST INC a O - J „ /°7` `, EXPIRES 10 /11 07 SURVEYORS I SCANNED OUT 2 7:L000 ............... fly uj F- 0 cn u.j z 0 jr Ui 0 LLJ uj M m uj w >_ cn Z Ix 0 < F- I < ZZ o 0 Z H < 0 z C) 0 =MEWJ SE 1/4 SEC. 10 9TWP. 23 N. RGE. 5 E. jI Ir DI WATER LINE APN 1023059283 ...... . .... ..... . z 2 MQINliy MAP M to M Z z > 0 U) U) U) SANITARY SIDE SEWER GENERAL NOTES, m 03 1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, 'Z. Ld ,N4 < to RENTON PUBLIC WORKS DEPARTMENT. l< %1T8TT 2. TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY =MEWJ SE 1/4 SEC. 10 9TWP. 23 N. RGE. 5 E. jI Ir DI WATER LINE APN 1023059283 ...... . .... ..... . MQINliy MAP NTS lz SANITARY SIDE SEWER GENERAL NOTES, 1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, APN 1023059186 A SIDE-SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. l< 2. TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY SEWERS SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. RUBBER OR NEOPRENE GASKETS AS SPECIFIED BY THE MANUFACTURER, SHALL BE USED ON JOINTS. 3. A MINIMUM GRADE OF 2% (1/4 PER FOOT) MUST BE MAINTAINED WITH e PIPE. IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED. THE OWNER MUST GRANT A GRADE RELEASE TO THE CITY AND THEN CAN INSTALL 6" PIPE AT A GRADE OF 1X 4. FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE, 277-5570. SITE MUST BE READY FOR INSPECTION AND REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME. SIDE SEWER AND STUB APN 1023059264 SHALL BE TESTED PER CITY SPECIFICATIONS. MAKE THE CONNECTION AT THE HOUSE. DO NOT BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR. FINAL APPROVAL WILL BE GRANTED AFTER THE EXISTING SEPTIC TANK HAS BEEN PUMPED OUT AND FILLED WITH SAND. 5. INSTALL SIDE SEWER WITH 2' MINIMUM COVER. W COVER IS ALLOWED AT THE HOUSE IF OUTLET IS SHALLOW. 6. IF SIDE SEWER STUB IS NOT AVAILABLE. THE OWNER SHALL 10 BE RESPONSIBLE FOR ITS INSTALLATION. THE SIDE SEWER SHALL BE A MINIMUM IN SIZE. IF TEE IS NOT AVAILABLE, THE MAIN SEVER LINE MUST BE TAPPED SEVER APN 1023059403 THRU A CAST IRON SADDLE. ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED CUT AND CAP AND BONDED CONTRACTOR. EXISTING LINE 7• ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT. (WISHA) APN 1023059254 TRENCH RESTORATION 8. ALL FOR SIDE SEWERS IN THE PUBLIC 7 RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT TRENCH EX. 12" SEWER RESTORATION REQUIREMENTS AS SHOWN ON DWG. #HR-23. t (HONEY BROOKE V) 9. ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE EXISTING SEWER BEDDING IN ACCORDANCE WITH DRAWING SWISC OR BRO9 AS APPLICABLE. EXISTING F.H. LOCATION 10. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION ABANDONED 8" BETWEEN SANITARY SIDE SEWERS AND WATER SERVICES AND A MINIMUM 5 FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE STEEL WATER SEWERS AND ALL OTHER UTILITIES. CT, LEGAL DESCRIPTION. EXISTING SSMH-3024 (DRS), RIM=454.46 (NAVD 88) LOTS 1-2, KING COUNTY SHORT PLAT NO. 480111, RECORDING NO. IE (12"PIPE)=444.86 (NAVD 88) 8206180434, SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OF (HONEY BROOKE V) APN 1023059281 NWA V SWVk SE• TRACT B, SHORT PLAT NO. 1274035 RECORDING NO. 7601'210497 Ahlb TRACT A. KING COUNTY SHORT P9t NO. 1274035, RECORDING NO. 7601210467 EXISTING 8" DI WATER MAIN VERTICAL DATUM: CITY OF RENTON NAVD 88 t APN 1023059452 RENT-1851 ELEV. = 398.55 IT IS A BRASS DISK SET IN A DRILL HOLE IN THE CENTER OF THE CONCRETE STREET SURFACE IN THE CENTER OF THE INTERSECTION AT THE SOUTH QUARTER CORNER OF SECTION. EXISTING 12" SEWER (HONEY BROOKE V) -1907 RENT ELEV. = 472.68 AT RENTON, AT HOUSE NUMBER 12014 HOQUIAM AVENUE. A 0 JIL-7-07 —wwwwr0r- ENGINEERS PLANNERS 119W mr lov'r mow z SURVEYORS EXPIRES 10/11/6PC3 DRS PROJECT NO. 05286 M:\05\286\plots\2\AS BUILT\2AB-14-3SS5286.dwg 12/7/2007 3:22:29 PM PST COPYRIGHT @ 2005, D.R. STRONG CONSULTING ENGINEERS INC. A N I T I A OrRo'l -0 ON � >4 Em=4 0 U.1 C _j IE 432.99 • 2m I 12" STORM 3: w a SSMH 5 LLJ Jd y ry RIM 437-.W 437.61 • Uj a 03: < IE IN-$29.-5G- 429.41 IN N 8" WHITE PVC W LLJ 1. IE edT-*29.-40-429-36 OUT W 80 GREEN F M Cn LLJ i < z< 0 OF- w X: -0 ON � >4 Em=4 ��011i I � w EXPIRES 10/111/0, m Mice UIT61 ma Ld LLJ LU Z (L (0 U) LO Lop: MFF 434. In c�i + W) + >; 04 C'J _Ujj LU 18 C IE 432.99 w < I 12" STORM 0 z SSMH 5 It =) Q-0 RIM 437-.W 437.61 wo IE IN-$29.-5G- 429.41 IN N 8" WHITE PVC W >E 0 IE edT-*29.-40-429-36 OUT W 80 GREEN F ��011i I � w EXPIRES 10/111/0, m Mice UIT61 ma Ld LLJ LU Z (L (0 U) LO Lop: MFF 434. In c�i + W) + >; 04 C'J _Ujj LU 18 ±20 LF 8" PVC 0 0.005FT/FT UP TO NORTH PROJECT BOUNDARY • a- 2 MFF 444.5 8" PLUG IE 447.64 MFF 440: w w LOT MIN. FF 5 434.5 17 38 MFF 434.5 (TYP-) 0 too MIFF 436.0 04 10 MFF 438 5 16 0) + MFF 434.5 +w -"w MFF 433.0 440 4 MFF /1 434.5 MFF 430.5 MFF 431. 14 27 - lea 7 i P\jc S-ft'5's FF 430.5 6 MFF 424.5 7 5 FF 423.0 17 IN N PVC I E 8 PVC MFF 427-0 13 LOT MIN. FF IE 444.98 OUT S 80 PV( 12" STORM MFF 424.5 (TYP-) P, FF 419.0 415.0 7 EXISTING GRADE 8 IE 428.68 12 12, STORM MFF 420.5 11 z 10 FROM MH 14 MFF 414.5 9 FINISHED IUKAUt. 327 MFF 413.0 SSMH 9 420 L-F am m w RIM 71�� 456.59 PVC Q05 PVC Vc w IE IN428.10 428.16 INN 8 SSMH 4 _i IE 432.12 IE QU�F�. 9- 427.93 OUT S 8 PVC RIM 433.47 433.44 12" STORM (n w 428.03 IN E 8" PVC IE IN 421.40 421.14 IN N 8' WHITE PVC w IE OUT 421.99 421-01 OUT S 8" MITE PVC z 6* SS STUB 1E 415.63 04 110 (TYP.) 18" STORM IE 415.67 12" STORM TO MH 7 FROM MH 13 IE 418.92 SSMH 8 12" STORM RIM 42i.ee 422.57 LOTS 8, 11 & 12 6", SS STUB IE IN 441152 412.95 IN N 8" PVC FROM MH 6 OUT 411e.42 413.03, IN E W PVC IE 400 5' UNDER THE It 412.92 OUT W 8" PVC TO MH 2 SSMH 3 IE 407.82 RIM 4+1-.8& 411.82 12" STORM IE 402.12 IN N 8" PVC IE eff-48+.88- 402.03 IN S 8" PVC 401.96 OUT W 8 "_ PVC L I M MAWS I A A= Mm S 5, 9 AAND 1 Q, 380 QE N_ A L A r- FIELD PLA" Ion NE 5TH S GERAHAM AYPNUE 0� u7 (N O' N 0 0 0, 0 CN C6 6L d 0 0 r7) 40+80 40+00 39+20 38+40 37+60 36+80 36+00 35+20 34+40 33+60 32+80 32+00 EX. R GRAPHIC SCALE 20 0 20 40 80 1 INCH = 40 FT. 0 HORIZONTAL 480 + 480 5 0 5 10 210 01w ±42 LF 8" PVC 11mmommommami i 0 0.02FT/FT 1 INCH =10 FT. TO NORTH ROW LINE VERTICAL q 460 00 C-4 w W S 7 z p m W LOT MIN. FF w w (n (TYP4 or- 8" PLUG Cn EXISTING GRADE +o+ n >: < w FF 450.5 W a- 10M (n w IE 447.64 to 460 < mz - W 460 zw Ir mo FF 452.5 'E OR 0 W C4 '111 1* FINISHED V) In 446.5 D.I. n >: GRADE + 9 F.H. RUN VIE 1122'�' 454;57 n - 440 0) W F MFF1 444.5 1",S, ,2TORM \IE 12" 452.35 MW 442.5 :MFF 442. 12"STORM 456.07 446.07 IN N 8" PVC IE 435.78 446.74 IN E 8" PVC STORM 18 (MIN) 446.70 446.70 OUT S 8" PV( 101 440 6" SS STUBS 17' 440 FOR FUTURE SSMH 14 SUBDIVISION G. RIM 45-&ee- 456.59 IE 447.82 OUT W 8" PVC 447.85 IN S 8" PVC IE 435.68 441.90 IN N 8" PVC 420 12" -STORM- 447.88'IN E 8" -PVC SSMH 9 NE, 2511j PLACE FROM MH 10 RIM 44G. . W 439.16 RECOMMENDED TO MH 8 IE 04- 428.16 IN N 8" PVC I A IE 4W+-+2&.Q9- 428.03, 1 N-E, 8", PVC MHOS 2 AND-I _-r FOR APPROVAL 420 427.93 OUT S 8" PVC. 420 BY 00 0-) Lf) r) Q0 L0 D. R. STRONG Consulting Engineers Inc. 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 1-800-962-1402 FAX NO: (425) 827-2423 ENGINEERS PLANNERS SURVEYORS KNW-011-ON DR,4WN BY. NAK DATE. 09-10-07 LO LO LO, BY BY AM& A 12 +80 19-4-nn 11 4-9n in-i- In %.- - - OF 16 DRS PROJECT NO. 05286 M:\05\286\p1ots\2\AS BUILT\2AB-15-3SSPR5286.dwg 12/7/2007 3:22:42 PM PST AW44 A L I COPYRIGHT @ 2005, D.R. STRONG CONSULTING ENGINEERS INC- y C IE 432.99 w < I 12" STORM 0 z SSMH 5 It =) Q-0 RIM 437-.W 437.61 M IE IN-$29.-5G- 429.41 IN N 8" WHITE PVC IE edT-*29.-40-429-36 OUT W 80 GREEN F 0 z ±20 LF 8" PVC 0 0.005FT/FT UP TO NORTH PROJECT BOUNDARY • a- 2 MFF 444.5 8" PLUG IE 447.64 MFF 440: w w LOT MIN. FF 5 434.5 17 38 MFF 434.5 (TYP-) 0 too MIFF 436.0 04 10 MFF 438 5 16 0) + MFF 434.5 +w -"w MFF 433.0 440 4 MFF /1 434.5 MFF 430.5 MFF 431. 14 27 - lea 7 i P\jc S-ft'5's FF 430.5 6 MFF 424.5 7 5 FF 423.0 17 IN N PVC I E 8 PVC MFF 427-0 13 LOT MIN. FF IE 444.98 OUT S 80 PV( 12" STORM MFF 424.5 (TYP-) P, FF 419.0 415.0 7 EXISTING GRADE 8 IE 428.68 12 12, STORM MFF 420.5 11 z 10 FROM MH 14 MFF 414.5 9 FINISHED IUKAUt. 327 MFF 413.0 SSMH 9 420 L-F am m w RIM 71�� 456.59 PVC Q05 PVC Vc w IE IN428.10 428.16 INN 8 SSMH 4 _i IE 432.12 IE QU�F�. 9- 427.93 OUT S 8 PVC RIM 433.47 433.44 12" STORM (n w 428.03 IN E 8" PVC IE IN 421.40 421.14 IN N 8' WHITE PVC w IE OUT 421.99 421-01 OUT S 8" MITE PVC z 6* SS STUB 1E 415.63 04 110 (TYP.) 18" STORM IE 415.67 12" STORM TO MH 7 FROM MH 13 IE 418.92 SSMH 8 12" STORM RIM 42i.ee 422.57 LOTS 8, 11 & 12 6", SS STUB IE IN 441152 412.95 IN N 8" PVC FROM MH 6 OUT 411e.42 413.03, IN E W PVC IE 400 5' UNDER THE It 412.92 OUT W 8" PVC TO MH 2 SSMH 3 IE 407.82 RIM 4+1-.8& 411.82 12" STORM IE 402.12 IN N 8" PVC IE eff-48+.88- 402.03 IN S 8" PVC 401.96 OUT W 8 "_ PVC L I M MAWS I A A= Mm S 5, 9 AAND 1 Q, 380 QE N_ A L A r- FIELD PLA" Ion NE 5TH S GERAHAM AYPNUE 0� u7 (N O' N 0 0 0, 0 CN C6 6L d 0 0 r7) 40+80 40+00 39+20 38+40 37+60 36+80 36+00 35+20 34+40 33+60 32+80 32+00 EX. R GRAPHIC SCALE 20 0 20 40 80 1 INCH = 40 FT. 0 HORIZONTAL 480 + 480 5 0 5 10 210 01w ±42 LF 8" PVC 11mmommommami i 0 0.02FT/FT 1 INCH =10 FT. TO NORTH ROW LINE VERTICAL q 460 00 C-4 w W S 7 z p m W LOT MIN. FF w w (n (TYP4 or- 8" PLUG Cn EXISTING GRADE +o+ n >: < w FF 450.5 W a- 10M (n w IE 447.64 to 460 < mz - W 460 zw Ir mo FF 452.5 'E OR 0 W C4 '111 1* FINISHED V) In 446.5 D.I. n >: GRADE + 9 F.H. RUN VIE 1122'�' 454;57 n - 440 0) W F MFF1 444.5 1",S, ,2TORM \IE 12" 452.35 MW 442.5 :MFF 442. 12"STORM 456.07 446.07 IN N 8" PVC IE 435.78 446.74 IN E 8" PVC STORM 18 (MIN) 446.70 446.70 OUT S 8" PV( 101 440 6" SS STUBS 17' 440 FOR FUTURE SSMH 14 SUBDIVISION G. RIM 45-&ee- 456.59 IE 447.82 OUT W 8" PVC 447.85 IN S 8" PVC IE 435.68 441.90 IN N 8" PVC 420 12" -STORM- 447.88'IN E 8" -PVC SSMH 9 NE, 2511j PLACE FROM MH 10 RIM 44G. . W 439.16 RECOMMENDED TO MH 8 IE 04- 428.16 IN N 8" PVC I A IE 4W+-+2&.Q9- 428.03, 1 N-E, 8", PVC MHOS 2 AND-I _-r FOR APPROVAL 420 427.93 OUT S 8" PVC. 420 BY 00 0-) Lf) r) Q0 L0 D. R. STRONG Consulting Engineers Inc. 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 1-800-962-1402 FAX NO: (425) 827-2423 ENGINEERS PLANNERS SURVEYORS KNW-011-ON DR,4WN BY. NAK DATE. 09-10-07 LO LO LO, BY BY AM& A 12 +80 19-4-nn 11 4-9n in-i- In %.- - - OF 16 DRS PROJECT NO. 05286 M:\05\286\p1ots\2\AS BUILT\2AB-15-3SSPR5286.dwg 12/7/2007 3:22:42 PM PST AW44 A L I COPYRIGHT @ 2005, D.R. STRONG CONSULTING ENGINEERS INC- y a 1 Ez �x U Z Q Z Z Z O _ Joy Z = F W Q W U 0 N s© ©.s® .,.- I 9 ' l ... Mo 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 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. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. I r�1 �1 � � a�:(ll:M #li ► [13.�1;s?l�' ►�:14�1Y l i l ��i1 � I��`� 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. 500 1- -1 -- - - 9. 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. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. R 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. -48.0 12. 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. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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. 460 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. EXPIRES to /11/ 420 2 ,. _ ; G + 1+ 2 +4 Q� 0� Z 0 n 0°� q alp o tN-1 k fn. s %1 4 C6 27 +20 26 +40 25 +60 24 +80 24 +00 - - -- - FF 424.5 v` MFF 420.5 MFF 424.5 EXISTING GRADE FF 414.5 $ O I 30 • W 416.5 z nn 0 0® > W W z W U) Z K -- Y Z 0 O Q I m I U) I 436.94 436.94 IN NE 8" PVC a s© ©.s® .,.- I 9 ' l ... Mo 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 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. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. I r�1 �1 � � a�:(ll:M #li ► [13.�1;s?l�' ►�:14�1Y l i l ��i1 � I��`� 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. 500 1- -1 -- - - 9. 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. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. R 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. -48.0 12. 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. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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. 460 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. EXPIRES to /11/ 420 2 ,. _ ; G + 1+ 2 +4 Q� 0� Z 0 n 0°� q alp o tN-1 k fn. s %1 4 C6 27 +20 26 +40 25 +60 24 +80 24 +00 - - -- - FF 424.5 v` MFF 420.5 MFF 424.5 EXISTING GRADE FF 414.5 $ O I 30 • W 416.5 i nn ..,,: SSMH 93 I IE 415 3 I 436.94 436.94 IN NE 8" PVC 18 STC M IE 414.01 y IE e6:55- � - 12" STORM LOT MIN. FF (TYP.) 6" SS STUB 426.44 IN S 8" PVC 426.44 IN SE 8" PVC s© ©.s® .,.- I 9 ' l ... Mo 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 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. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. I r�1 �1 � � a�:(ll:M #li ► [13.�1;s?l�' ►�:14�1Y l i l ��i1 � I��`� 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. 500 1- -1 -- - - 9. 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. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. R 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. -48.0 12. 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. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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. 460 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. EXPIRES to /11/ 420 2 ,. _ ; G + 1+ 2 +4 Q� 0� Z 0 n 0°� q alp o tN-1 k fn. s %1 4 C6 27 +20 26 +40 25 +60 24 +80 24 +00 - - -- - FF 424.5 v` MFF 420.5 MFF 424.5 EXISTING GRADE FF 414.5 $ O I 30 W 416.5 nn ..,,: SSMH 93 -enn IE 415 3 RIM IE IE 436.94 436.94 IN NE 8" PVC 18 STC M IE 414.01 +�> � IE e6:55- 426.26 OUT W 8" PVC - 12" STORM LOT MIN. FF (TYP.) 6" SS STUB 426.44 IN S 8" PVC 426.44 IN SE 8" PVC o (rep.) pvC D.p607F� \ _ 'LOTS 32 & 33 6" SS STUB i LF $� 18" (MIN) 5' UNDER THE It Z MIFF 458.5 tAB) 15 SSMH 8 0 04 �1w w SSMH 11 RIM 422.46 422.57 MFF 460.5 SSMH 12 IE IN- -�t3:9@- 413.03 IN E 8" PVC MFF 459.0 i " PYC SSMH 7 _ IE 9H�- q}2;+gg412.92.OUT W 8" PVC o V) ; ®M J AOn RIM 44 M9 412.67 412.95 IN N Ir PVC RIM 461.69' 461.66 -r vv i0 IE IN 48336- 403.57 IN ,E 8" PVC > 6" D.1., _ F.H. RUN 1 X12" STORM 46(}_ IE OUT - 4f}3:46- 403.57 IN ,S 6" PVC 0 /FT PVC 403.50 OUT W 8" PVC :80- 411.72 SSMH 10 IE OUT 450.08 450.12 8" PVC e-7:?- 402.84 IN E 8" PVC 452.13 402.81 OUT FNW 8" PVC RIM 45s.3- 18" PVC _ _ 440, ® 8" PVC W 8" PVC S 3QQ2(EXjS11NQ)2 I s 2121, IE OUT- 446.99A- NE 5TH STREET PRIVATE ACCESS S 6" SS STUB. +20 4 +00 4 +80 5 +60 _ 6 +40 _ W _ _ 4bu IN IE 4.52.55 z W fLt +�> � co of 12" STO LOT MIN. FF (TYP.) o NIw = Z o FlpeSHED ..U)m -- VC l - 0.0266FT/F 1 _ i 18" (MIN) 5' 27' Z MIFF 458.5 48 FF 460:5 0 04 �1w w SSMH 11 MFF 460.5 SSMH 12 o ®'us MFF 459.0 i o V) ; ®M J - - - -- - -- ------------ - -' - RIM 461.69' 461.66 - - -- --- - - - - -- -- -- > 6" D.1., _ F.H. RUN 1 X12" STORM 46(}_ - 0 /FT PVC It OUT IE 4.52.55 12" STO (AB) 203 LF .8 VC. S- 001FT%FT __ _ _ _ 2.5' -- VC l - 0.0266FT/F 18" (MIN) 5' 27' 127 SSMH 11 SSMH 12 RIM i 4-59.90 459.69 RIM 461.69' 461.66 IE 4N 45 - 450.13 E 8" PVC It OUT SSMH 10 IE OUT 450.08 450.12 8" PVC 452.13 RIM 45s.3- _ _ 440, . IE IN 446.80 IE OUT- 446.99A- 6" SS STUB. (TYP•) LOTS 48, 49 & 50 6" SS STUB 5' UNDER THE PL NE film STR-EFT )T 47 6" SS STUB 5' UNDER THE R RECOMMENDED FOR APPROVAL 420 BY r_� 00- Lc) Ln L-0 07 -- L0 O; c \1 NI N; Nj BY BY 23 +20 22 +40 21+60 _ 20 +80 20 +00 OF 16 DRS PROJECT NO. 05286 M: \05 \286 \plots \2 \AS BUILT \2AB- 16- 3SSPR5286.dwg 12/7/2007 3:23: 49 PM PST S 10%111 lk 1 IT AlK T COPYRIGHT © 2005, D.R. STRONG CONSULTING ENGINEERS INC.