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HomeMy WebLinkAboutS-279103SECTION 8, TOWNSHIP 23 N., RANGE 5 E., W.M. R. Plans approved by the City of Renton, Development Services Division, shall rake precedence over all other plans. i ( \ CASTING INLAND F ➢RY OR EQUAL. 5,1,4,a 9. A copy o(tltue approved plans nmsl be on the job site whenever eor struclion is in progress. 5 SEE DETAIL 5.1.4. NOTE: 2s 'ADJUSTMENT (4" MW_I - 10. The contractor shall provide the City of Ratrton with an a3- built drawing of the ,anitaq sewer Sys I- which has been SKIVI]ART S-E i hKNoM & SP7:C11•ICA L IO NS stumped and signal by a liecusod professional engineer or licensed professional surveyor. \\ L- SANITARY SEWER PAANHCLc'S SHALL HAVC ALL INTERIOR CONE SURFACES. INCLUDING CHANNELING, CDATED (SEALED) MORTAR JOINTS 1. All work materials shall be in conformance with the standards and specifi -lions of the City of Rcidim and the latest It. ©ackfi11 shall be placed q, ally on both Sides of the pipe in layers with a loose average depth of 6 inches, maximum a� wITN A HIGH SOLIDS URETHANE COATING; edition of the WSDOT /APWA Standards and Specifications. dcplih of R inches, thoroughly tanhping each Iaycr to 95 percent of maximum density. These compacted layers must \ WASSER MC- CONSEAL OR APPRDVED EQUAL: COLOR OF COATNG SHALL BE WHITE, V��' extend for one pipe diameter on cacti side of the pipe or to the side of the trench. Materials to emupicte tiro fill over J 96 \ 2. The hours of work in.the street right-of-way shall be limited to 8:30 a.m. to 3:30 p.m. on weekdays unless otherwise 1,1 \ pipe shall be We smnc as described. h- I STEPS - ALL " DEFORMED BAR approved in wrung by the Transportation Division a[ 277 -6222. NI street closures, partial or full, shall be approved STEPS SHALL BE INCLUDED by the Transportation Division 24 hours in advance. The Police Department, Fire Department, and 911 shall be 12.. Open cut road crossings for utility Trenches on existing travciod roadway shall be backfilicd with crushed rock and - x TH Q \t CONCRETE RISER. BY PIPE INC., Ati E^_J 24 hours in advance. mcchmti ally compacted. Cuts into the existing asphalt shall be nealline cut with saw in a continuous lino. A Q \I OR APPROVED EDUAL lelhh n C 'dell must be laced immeiiatel • alter backfill mtd com haction. A erne nvot hot mix patch shall be } 4a• 3: All consWcfim: ;hill be in accordance with "Standard Specifications for Municipal Public Works Construction" Pd . ry mi, 0 p y 1 p p V 7l� m I ts7 \�\ '� I II 1 Pco p placed within 10 days and shall be per City of Rcnton current standards. prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of PIPE SIZE - 21" I.D. 444LLL••• O �\ Renton Standard Specitintons. 13. Datum shall be City of Rcnton, U.S.C. and G.S. OMAX. .. . T- LADDER -STD. ALUMINUM 4. All locations ofcxislin utilities shownarca responsibility y -7° LLI II 1 MORTAR OR GALVANIZED STEEL 8 pproximatC and i[ shall be the conLmctors ms nsibilil to vcrif the tune 14. All disturbed areas SItaII be Seeded and nllllcllcd or othcn.isc s,abilixcd to line satisfhction of the Dcparthnart for We FILLET CONCRETE SHELF and correct location so as to avoid damage or disturbanec. prevention of on -site erosion alter the eompi, e -J I f/l 5. A V i MIN. F F 1=: IQZ-,O - prewnsWCrTon confcrrncc end a 24 hour notice slhall be required prior to starting new can ^.Iruction It shall be the 15. All pip. and a m nrtcmm�ees strait be laid on a property ( ) \ \ PRECAST BASE SECTON P P 1 p prepared foundation in accordance with Section 7 -02.3 I of contractor's responsibility to scenic all accessary permits prior [o starting construction (Inspection will be the current Slate of Washington Standard Specifications for Road and Bride Cmwtniction. Tliis shall include OR CAST IN SHELF. n g p g (`Yj/,• 1'\ � accomplished byes rcpresenfativc-of the City of RenrmhJ It shall be the contractors responsibility to notify We City accessary icvclingof the trench bottom or the lop of the foundation material as well is placement and compaction of Inspector 24 hours in advance ofbackfilting all construction. required bedding material to nnifomh grade so that the entire length of the pipe will be supported on a nlhifonnly dense \ s cox oxFt unyielding base. Pipe bedding shall be pat gravel 6" above mid below the pipe. p \� (y" S. DE SEWER 1 6. Contractor is solely responsible for the means, methods and soqucn=s of construction mid for the safety of workers to STUB . le: I �$ ;o I O �\ and others on the construction site. 16. Smtitary sewer pipe shall be polyvinyl chloride (PVC) rubber gaskctod ASTM D 3034, SDR 35, or ductile iron class �- \ SANITARY MANHOLE TYPICAL DETAIL 50. \ \� �\ \ �� 7. It shalt be the responsibility of the contractor to obtain street use mid any other rcl tat permits prior to any icf Z oo C p 1 \ \ ''� _ concoction. I7._ In unimproved, areas, manhole to extend minimum 6 inch and maximum IS inch above finished grade. In paved area, 8 9 ,O O' `� 8" Vv cover must slope in all directions to match paving. LL I 89.89' N / - -- - - - - -- � siFD As BUIL-F 6utlz\fi--� 1311 MIN. FF It34 -o \ �_ -- \. / Dfz`�CO SURYE�f ING t01Z01 3a ° / // �\ \,r cam �lo/ \ / \ � o CJGri CE as N ° vw( P1 N /y" TOE 56th. ``rf / y/ _ MAN NOI -E.. �8 \ \ RIM: Z IV" FFr . 2.0 / w 1 5.41 I E: STPr 3 +7 S9 7 1' o vw I It - 4 I•�^'"HOLE IP- `�' / �( � h E' STP, 5(NE 10 t � I Y MR,W HOLF 15 # v I ll IE' nP�•7�6n,5)ouT / O� ti W>441L ,/ '� \ \ fL , \ \ Rl�rr�: Zz3•,s w our I2• z5 ` 110 I \ -� >�x�r�s +�� ' !D„ sloe a \ /' g... V , NEW tan SIDE WER 5' LT (N E (n CT) SfD IE: 0+52 I I 1 4 1 \ 69 6Y 5 ' @. 2.0°,6 \ . , m _8.7 (o SIDE SSAN. ScWER W JJ MIN- FE: ISD.O W "JB: 2 _ RT ® 1 O 'LOT (O to 'LPT' S.- J: Zia 1 co r l \ \ EWER / \ n., \ •`� \ \ \ -c I, T ,,I TFF_ LT. O +lrr$ `_I� O O JL \ I 15'@ 2.0% �� MIN. FFE: S. o' ,N PAIN. FE: I .o I) LT LN. FFE: .o Z MIN. ' 214'0 QO IN. FF ( % ° /i (a" SIDE 6R a� O $: ,t I -fEE RC. @ O+ Z- n% Z O 25 BEASE- I PUB 1 � � 13' . PRIVATE SIPS j �I % / t•f- r'`...�,) 1 '.rn -- F=IR t_ T e� I I 9 .0 _ 8 r00' 55 00' 5 .00' 69. 6' 8 e 2 r T � 1 � i 561 23 I I Ov6D R I. algt a -z_ w rt. .�... b . z _ NOTF_: a RoCxcftY T �' M6 ' / I , EX. (o WATER AiN ,i6„ MAL.1 HOLE. #3 - 4t3' MA" HOLES Ihl UN-IMPRDVBD n AREAS �M1is # 2, �# 3 w(D� 09 TO MkN HOLE #2 0 CENTEf INE OF F Ps WIP IN I S RIM: 1 -ls3s' Jta3.SS (MATCt -1 c -RAPE) 18bA1 SHALL. E�(-TEND R ' MINIMV M tD :tBOVE �'IN I5H GRiaDE, NoT - -- j --- - -- - - - -.... FA I. RU T-EA lE: f55-�� `6'.' N 4 E) Im 15b "1,y:. RIM: # TO . F�Cc -EED loo Pcl30vE FI"ISH GRADE. (SEE NoT> =3S I-T) BLA NE VE. NE ..._....-- Q 1FD co RR. �o IG: 1�4 (e, ',SW)OL�T'J ,45 }E: !:I=t z'(8° NEOt T I Ito.4T - /i 8 �: tea Cs'm w) p r(a q1 -�} -aQ At E (aV . N� \� } '� o +oo tE: �hi�" E) 113 IT7.10 APPROVED 3( .II Af ' 30V IJ - - - `r APPROVED o ( SEE 1YP. PETRtl_ Pit S(-A 1 +02 J BY q f-ti"' D.. T t� BY DATE /o z5 9J Aa t`g GRAPHIC SCALE q�IQ� CITY OF RE1vTON MAN HOLE- Ef 1 - ¢9n �C RIM:. I51.S t�MArc1 -L Ex. PYMT') 2D 10 40 ap (bNAL DEPARTMENT OF PUBLIC WORKS \ lE: 140,(n2 (IL , NW SE) }t�•: ^•KS \ -- �SEr o ER ex. IZ' PIPET) CITY OF RENTON - BM #612 xppgp 2t9:O IG 14o.TZ {� ",NE)IN 3/8" COPPER PLUG k PUNCH ON 4x4 CONC MON DOHN 0.45' IN CASE SOSNITARY SEWER PLAN \ SrA 010D ELE EDMONDS 'AVE NE 160'f SOUTH OF FERNDALE AVE.-NF... -; ENGINEER: ELEV °OPSE o PLUG do PUNCH ON 4x4 CONC MON DOWN Q.40'^ IN CASE ' �� - SHORT PLAT 44 lz ?T/ 9419 South 204th Place FLYNN DT SHO Fx ST. MH CITY OF RENTON - BM #398 p JAEGER ENGINEERIN C8 3/8'LC P R' 1 OI DESIGNED _ JJJ 3 TFILE NAME: RIM: 145.63 ®Q EOMONDS AVE NE UJ FRONT OF HOUSE #801. l /�S �3DL i s _� /BB LE: 136.94 ELEV = 285.08.5 _ IE'� 1-36,44 � t3" E) .. '�,. '. Ken tr wf�. 98031 DRAWN: SN .. s' Phone No. (206)' 850 -0934 CHECKED:_ FlELa GOOK: FAGS 'wwr �+��j�7� ` NO. REVISION. BY APPR. UAT,, Fax No. (253) 850 -0155 APPROVED: SHEET: -1 OF: (( \ �b; ') SCANNED OCT, . / W1 SCANNEQ FE3 1 E N 2 i 3�16 R t c� C o j - •o r 1 a D