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HomeMy WebLinkAboutzS-2791SetSECTION 8, TOWNSHIP 23 N., RANGE 5 E., W.M. 8. Plans approved by die City of Renton, Development Service; Division, shall take precedence over all other plans. -� CASTING .PT.# F ➢RY C[ SEE DETAI 5.1.4.4 9. A co Of approved (- 6• SEE DETAIL 5.1.4. PY plans must be on die job site whenever construction is in progress. : \ 1z u -ADJUSTMENT (4° MIN.) 10. The contractor shall provide Lite City of Rchlon with an as -built drawing of the sanitary sewer system which has been tl +b NOTE: SANITARY SEWER NOTES $ SPECIFICATIONS stamped mid signed by a licensed prormsio al engincer or licensed professional surveyor. SANITARY SEWER MANHOLES SHALL HAVE ALL 1NTERiOR CONE SURFACES, INCLUDING CHANNELING, COATED (SEALED) t. All work materials shall be in eenfomianco with die standards and gpecif ations of the City of Renton and the latest 11. Dackfill shall be placed equally on both s ;des of the pipe in layers with a loose average dryrth of 6 inches, maximum -a WITH A HIGH SOLIDS URETHANE COATING; xM MORTAR ''pINiS edition ofthe WSDOT/APWA Standards and S de !h of 8 inches, lltoroii hl lumping cYCh In cr to -C J�Q Q ` WASSER FC COATING SAL BE WHITE. EOUAL; ��t' P g Y Y Percent of maximum density. These compacted layers must I%L ` COLOR OF COATING SHALL BE WHITE, extend for One pipe diameter on each side of Ilie pipe or to the side of the trench. Materials Io complete the 1111 over t1��t \ 2- Th. hours of work in.the street night-of-way shalt be limited to 8:30 a.m: to 3:30 p.m. on weekdays unless otherwise pipe shall be We same as described. STEPS S 3/4' DENRMED BAR ' Y STEPS SHALL BE INCLUDED. approved in Wndng 6y the Transpodalion Division at 277fi222: All shat closures, partial or full, shall be approved nM by the Transportation Division 24 boom ID advance. The Police. Department, Fire Department, and 911' shall'be 12. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crashed rock and I CONCRETE RID E UA PIPE. INC., ratified 24 hors in advaeee- mechanically compacted. Cuts into We existing asphalt shall be nrolline cut with saw in a continuous line. A OR APPROVED EQUAL temporary mix patch must be placed immediately alley backRil and minpaction. A permanent bo mix patch shall be U - O \� 3. NI constriction shall tic in accordance with, 'Standard.. Specifications for Mutt' cipat Public Works Construction" placed within 10 days and shall be per City of Renton current standards. G, 0 Prepared by Washington. State Chapter American Public Works Association, latest odition (APWA) and City of /1 '•stl MAX PIPE SIM - 21° I.D. Rwt a Standard $p cifrWions. 13. 'Datum Shall be City of Renton, D.S.C. and G.S. LADDER-SM ALUMINUM MORTAR ALVANIZED, STEEL . 4: All locations ofarisli ng uhIite551ow1 are, approximate proximate and it shall be the contradru s acponsibihtyto Verify the We 14. All disturbed areas xb.11 be sccded and Ill itched or otherwise slabiliud to We satisfaction of the Deparlmed for We ZvJp FILLET CONCRETE -SHELF and mrta[ location so as toavoid terdislulimnec: prevention ofon -site erosion alter Ono completion ofcoustmclion. N lit: F . �: 192••0 5. A praunarudwn confrence and a 24 hour notice shall be red prior to- startin rcgni p g new cons. (In p It on will the I5. All pipe and . PRECAST�9ASE, SECTION � eontractols - P P ppurtcrl.nas shall be laid cut a properly prepared foundation in accordance with Section 7- 02.3(1) Of - -_ OR. CAST IN SHELF. respoosnbihty to seenre ry, of Ren' Pnndts Prior - to starting construction. (Inspalion wihl be �� s••xw, neces current l Slate of Washington bottom or a top of the for Road and Bridge as w Construction, This comp) include i -L_- aspect" 24 by a in advance ofbaf Ih (frog all Renton the itshall be 0nc contmclor's'respouxibility to notify tltc Ci!y ncc;s,..ry lcvcling.of the trench bottom or die lop of die foundationnatcrial as well as placement and compaction of Irispcdor 24 Inwrs is advance of baddilltog ail construction: o -Z �� ! required beddingnalerial to uniform smelt so that One entire IcngW of Die pipe will be supported ona.unifomdy dense o C9 SI G+E SE ER - O --I s• xin <rm> 6. Contractor is solely responsible fer the unyielding base. Pipe bedding shall be pca gravel 6° above mid below Lite pipe. - axons, rraslncds and sequences of consWClion and for One safely of workers SANITARY MANHOLE TYPICAL DETAIL and others on Oa construction site, 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class ` 41 50. r� r 8 "W \ \ \ 7. c shag be tint responsibility of the contractor to obtain sVa[ use and any other related permits prior to any 8 9 "n 0 5 8 V Y \ construction, 17.- In unimproved arcis, manhole to "lend minimum 6 inch and maximum 18 inch above finished grade. In paved area, LL89.89, \\ cover must slope in all directions to match paving. `C_� a o- MIN. FF 184 0 �+ 2.1- Z' I!,", N (a1 I ILI Z Zco F+4 rn E 166 N I �'�� // \ /� Vw�(,.. In }Jl'6iN. HOI -.E, 4 -4g, ce MIN. FF .0 RIM: 287.0 \ate\ / � PV 149.0J.0 °, r�' 2.12' e ! I \ 327 nEty 12 9.1 ° v Y \ aQ RIM: 165.50 / IF-' ITFi 5�S)ouT �( WW] ouT s J .(6 U I \ n e SEw. / � J A It:46 n \ N i' �g � � /� / / \ s• ,/ (� �k' NEw,: s '�` z +3o(Ne to cry lD SIDe E2 I \ SI DRET @ O R SILT Slv • -rt��t .L SAN. S�.WER J , J r 15' PU ' C SAtJ. 1 SNB: 2 "SIDS m, l ob / r 10 5 E:'FMF i / o K / tai 8.% \ 2 � MIN. FE: � a r/ ----- ______ 1$O.O 'U/ SEWER SEME ' \ , \t.. / 9' LOT 3 ' o1 Cei 2.0% _ °e / / �to'LOT'ik Q� t 1, .2: \ 'T� EWER ` O o N TFF_ LT. o +ln8 A, /C I' T 15'� ��£ N I o CO D o CD MIN, MIN. m IN. FFE: S.o' MIN. FE: MIN. . r N. 216. \ \ \ y 1 (o" 3iDF_ ER O O 25 13LI • I I I j -TEE N \ UTILI EASE- 0. ' PUB / / 13 L" 2.0% 0.7 I �I' - sE ViI, 15 ' PRNXrr -_ SIDE I l I / ` � j V , / PIP, 1­7 ¢ -0 - - 0 8 .00' 55 00' 5 .00' / 69. 6' / i -\6�, l5' _ 5 RO D: \ e &2 /t t r 7 r _ - 7- l/ 8 e2 4 W 56 / . 2 3 i = i cr,� _ v co" HEO v (DF . ), \ �� \ / I PA o I \\,A 1 GIs . / I c E SQ6ts c, - \ IDS OF RO it I- 10 U ACHCR NOTE.: a I I ROCx�zY �' - \ MB r EX (ox WATER l H LD PIP IN I W S MRN NOI_E "I - 96" Mgt.) HOLE. #3 - 4B" MAN HOLES IN UN- i.MPRO�IED AREAS (MIHs L \•- , F- D° -+col RV Tell RIM: 1 103.5 RIM: 165.0 t (MATCH GRADES] Si-lgLt_ Fx'rF D R MIh11MUM Lo" )\SONS FINISH �R>°rDE, NOT 00 CENTS INE OF FA RIG` -`TF -p CAL p,R. �a lE: 1 55,5' 21x1 N $ Ei IN IE: 155.x}' ce ",Sw)our }E: 1'll z'(e -: W BUT TO GEED 121x' PcIAVE FIUISFI GRADE. (SEE NOT7 =� l�) 3LAINE VE. NE < sl-A o +az r 17 i• I' (s', ) Al E' P.�l .Nom. I E : 111.31' (ts'I E� w - Af �iOV 1.) �� r f e ✓� \ \ r 1 (SEE -nP. P TAIL Rt�vE) S-p1 I +o2 APPROVED APPROVED 01 �� r o +oo ' � D. -T it h �9i BY DATE At- BY )CIS MAN 151.15 4a° GRAPHIC SCALIC �2.L31Q9 C I'T�' O F R� NT O N `� •.:, l '6 RiM:. Isl.s t�(MF4TCl1 SIC. P`rMT� - \ \ \ 1E: )40•[02 ( IZ , Nw -) @ETjCHMARKS 20 10 40 1!D AL DEPARTMENT OF PUBLIC WORKS \ (sET OvER ex. IZ' PIPc CITY OF RENTON - 8M /612 Nei IN 3/8" COPPER PLUG k PUNCH ON 4x4 CONC MON DOWN 0.45' IN. CASE SrA o-roo ®� EDMONDS AVE NE 160'1 SOUTH Of FERNDALE AVE. NF ;~ SIA.NITAttRY SEW�iz Pj,A�j a n" ENGINEER: I ECEV END.os6 4 /p ^ C C NQ FLYNN SHORT FLAT CITY ' F RENTON - BM //398 T kWh ° & JAEGER ENGINEERlNCa E FT. �MH c8 3/8 '- COPPER -PLUG dt PUNCH ON 4x4 CONC MON DOWN 040'-IN CASE: RIM' (45.$3 a Q EDMONDS AVE NE Ill FRONT OF HOUSE #801. �" - ( 11114(94 9419 South 204th Place DESIGNED: iii IE: 13$.44. 12 "N,S� ELEV = 285.08.5 == DATE: 3/99 FILE NAME: IE. 13 v.na (e" e) - �` Kent, WA. 98031 DRAWN: SN Phone No. (206) 850 -0934 CHECKED: TIT SCALE: 1 " =20' nr n BOOK: PAC' NO. REMSION 91 APPR. DATE Fax No. (253) 85C-0155 APPROVED: _ SHEET: � OF: 11 xce u SCl1iMED OCT • i on LL #1610 210 .241� Z .. 95 x n � m 6 • o ci Q / � / 9D �`q� ` 96LOMl / d 31 STA (573,15, - J CONFIRM DFX1N of �c13 5FZhM ��✓/ RlIE- IZgy,lO( ° Ei 1N ®, lE.: �Iq.o (0 °; .3w) 0clf CI °! -'7'' EhiT tL WJ Q �� gL— Z N � / i / •�o ry �'�� (� Z . Il o �kkl /� LL II4- h_z ce 3 - TYPE 5 / / 175 ' p LIO LOCkl G LID. / i — M x 1 HOLE Z 8 - 02 •, O'« "CC+T't � RIM: x °.5 70 / MAIN RIM: "N Q O E I KM'. (0 2' fE Ol1f (b / 2: L• ((00 n 1 W N�E o IT• el . E' O 0 +00 (RI GfI'1� IE: 171.31 (b,• 6 1 '. i I , ', ��fd� Is. L _ '.. W Rd F+-1 C v '.. LO W /SOLD, Ga Fl.. sl F Rona"_RY� fE'- F5!-a C- LIP SICMw7GH EX.G 151.3 Ei (J 4.13 ILW`I-,, II 050 �E W/ L 40CK L 1 1N 2791 ® sI /i C �D l C I r0 O0, R 1 M 152.3 TCH 1 1,40.45 (SE7' P1ER ExIST. I-: PIPE 12 � 1+00 1�4�' o Y STORM P OFILE — OFFSITE EASEMENT A of °.I T� 6- [ g mp• HOLE. 2-'40 1 - 1� SCALE: HVERT. 1' - 20' le• 1555' ", SOH) tfl' y, Ife: 155.4 (0 2,r6o Z4 50 3100 ISdM MhN HOLE'} 1 - 40° RIM'- 151.5'1: (MIX-MA-4 P-KM. P111TO ",r.nV1 0100 050 I+oO Ii SO �1 i. - IE: 1417.LZ' [12 3E�FiC13% lE:.140.12' C B , NE) NEW 5� °� Egg. 1z PIS PROFILE — ONSITE EASEMENTS SCALE HORi1Z.: 1" - 20' vMT. 1• - 5• 1j74N� STA- 0407'.. Rrl F O ODs r + L+ S + O In ���` C�NTRAC TOR Ti0 �Si:� T �c`ONPIRM Fib — f �11s rl P= I- TiQQ1 Y: 2z-t. &Z' _ J Gea -• vnmT _ _ RV� - - _ OEPTT{ Nor � IN PROPO ED ¢, CRPr i IE ��� J.I' WATER 5`ISTEM — - O F>rISf11.1G G AS=E e / AS -E5U L-T 11126100 y / � Z20 ¢7 / / •. *• 215 $' 1 LL'- Wj CO w- 5, LT - 40 PROPC6E' EkIST. C�RgD2 RPrDE (P- (NP) (�T`IPP] 1 s O:zYo MAN H RIM: LEN 5 .7 Z' h W -OFF 4Y - i 30 -lZ °N PE6 -I-A96 IE: (0 .w) 217. z6 IN ,212.4.0 LIO �• il:',y I4i ID ��/ q C- ,- T4-T4PE2 t00 / w I VA,4 D ORArTE N 0 •m '^- RNVALl�23yy l4/ .� 6 1• �.i _ ly _ N .. Q1m NN K' NN N m N N - N o� N eppt� Vl/ 7000 q ,: ;G F.- m�5 �n NN r RIM: la: '2l8.D1 213.L CITY OF' RE11\TTON -• a 3150 3400 2 +50 w /vANFP E+ p q? 2. Do I-i5o (ioo 6150 0 +00 DEPARTMENT OF PUBLIC WORKS PROFILE — NE 6th CIRCLE ENGINEER: PROFILES SAP 4-il cE+a5- O' , II. LT. '1ft Tm S1T13 +OS15'L7 APPROVED JAEGER'' ENGINEERING FLYNN SHORT PLAT RIM: IE: 20L•19 200.04- a 'MANHOLE »4 - 4-011 SCALE: HORi1Z.: 1' - 20' RIM:- 2di"CL 2oY -4fi VERT. 1• - S• e<�IswovL ) ',DATE ��.zLl� I '9419 .South 2.041' Place Kent, WA. 98031 I� DE910NED: JJJ DRAW: JJJ DA-M 3/99 FILENAME: .Mhly l� '�7 X79/ 4-1� !E'.ww- BYA Phone No. (253) 850 -0934 CHECIfFD: JJJ SCALE: NO SCALE rlan�aalu rA! O -!►� �79 j A+'JJ.. N0. REVISION BY MPR. DATE Fax No..(,053) 850 =0155 APPROVED: ....:a s . sHEET: 3 as t f ,I CD • e- S7%of - SCAW*V OCT - t IM /q/3, R- ?�4i�6,< s 2791-1 se l -97%K•...:..•�.. { SGQNNM FFR_1 5 9M?' .W rr .. 0`04�i`��t L, It 7 i FR 2:3�5 SECTION 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