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HomeMy WebLinkAboutS-362009v 0 •• 1 a D LL z 00 0 U �z U rn v O 11 o+ c 0 %V z o r a a w � II a ho z 0 N w I SSMH #1 NEW SADDLE MH 48" BRETZKE 05 +35, 0.5' LT cl N PID: 1023059382 INSTALL ON EXISTING SEWER LINE SSMH 28 VERIFY LINE AND INVERTS PID: 1023059 370 + I S7A 13 +23, 5'RT ON I TE= 439.5'.7 �,G/{q,Ve y2$,$ � 1 PROJECT# S3278.EDGEWOOD LANE: 13 +23 IE= 428.119 E I SEWER PLAN RIM -424 3 INSTALL 2 ASPHALT COLLIAR h O w E =411.5 BRETZKE 6 + 63.60 IE 0S AROUND SSMH ' Ln w j Q Q W D_ N . � ♦ =42 W M m . - I TE= 24:07 ' t C. .a ., � .> .. . v . , . . .. 16 . I 1 S I s - -♦ . rn " EM, SEC. 10, T. 23 N., R. 5 E., W.M. R- 361009 �NN\ W ,IE= 420.27(E) .. - 1 b. He-F -�._ rn Ur _ °._ -_-a�, p�� ,�ti,�ti _ ,�, 1\o z IE= 420.32(W) :. .. o�� ASPHALT \ OAD . .. \ 1 :. :a .. 1. I °�. _ .I . 'i.. ! p5 . I D .. / . R 4 '- :W HP- ----- _._,e�H -772 Jry ^`° "`v�: \I•R,...' \\ \ Ci�. '1 UBLI ROA WAY i p> a`O`L: \'. ?yp \\� \\ \ \\ a1 .__470__--- OHP----- ---� -N S. Lee- 41�`\ 46 -470_- -- _' O =W C i : . ¢60 91 CASC'D \ 4 ..:. _ 19 OX EDGE OF ASPHALT A W . ` . ° �SEWEROLINE ..:170.0T.'CALCD EXISTING 5' SIDEWALK Sjy a`I\ \ p \ °\ p2\ .5 +00/ �0 \ 6 ' SS - T' B:' SS' 8' ISS -. g., ._._ SS S ' / \4 +00 ° a ? ° ¢ , 0"6 Q p { 9 UD0 • FOf� PF SPH �°ar c'a \ \ \ \ a \ \ S. x,'14\ \p � p \ \\ \ h \\ �"\ I a °/ ..I, p� /f '6Y, a6A �9 D CCESS 9 °O \ \ \ \`88DisYa p� \ \ s \ Y a A a° SITE BENCH MARK: oP.I R -O -W - EV .2••'e N NN \ 1 6 N -' 331.65' \ ♦ \ s \ �D jq"' I' / 9 A � CATCH BASIN „�13 \ 438 A0. \ • \ \ \ \ pip \ \ •a > prat a`Op° 2 +GD _ a`A 9 GONG RIM ELEVASIN 24' ELEV. 4153' \ \ ).Oi,\ \ \ .A - •- zo-` - \\ - \\ \\ _ \ \ \R -O -W $° \ a• - \ O o S88'16'10 "E 100.04' 588'16'10 "E 70.03' ELEV. 415.9' WLB2 (y ELEV 41 2' \ m \36 \ \ \ OT A \ 0 \ �, N v ♦ \ \ 14" \ \ 436' R.T� a\ \Apr \>r ,� \♦ 70.00' \� \\ \\ \ \O.Q�' \\ ¢ >r • a R -O -1 + \ \ 434 \ 5• \ \ \ \ JOP OF S OPE �� \ _ _ N \ \ \ 1 \ \ ♦ \ \TO\ ♦ i \ RSS \ \ \ \ S Notes EXST. a N > , \ \I (\ \Fad \ \ a\ \ p5a \ °\ \\ \ \ \ \ 4 \\ ° 1. SEWER EASEMENT ACROSS LOT B IS 10' FEET IN m • \ F� \ \ \�• \ \ \ \ \ \ \ qs -)- WIDTH. p. Vu WLB6 \ \p R MEAN Olu R� \ AN/ vYTO ` >o\ °A \\ \\ \ \ \ \ \ 0 i \ \ \ a h ID / `a`0" LOT B ° \ \ \ >r \ \ \ 2. SEWER EASEMENT AND ACCESS EASEMENT ACROSS = '. O TO WLB6 I \ 0 \ \ \ \ p^' / pa �\ \R ♦+: ° °s �4s ° `•RS? >SA\ \ °o ti \ \ \ LOT C IS 15' IN WIDTH. C9 M ELEV. 41 .0'I I \ , R� 45 \ \ \ ♦ , 0 \ \ °P Q LAG 6 "\ S -- I----- _ - - -1\ � \ �' >rs p6 \ \\ � � 4 4 3. HARD DRIVING SURFACE OF GRAVEL TO BE PLACED ss W r�,, I Ur FEIR \� \ \5 +94.0 \ O `� roE OF SLOPE \ \ �\ °;.; \ y I OVER EXISTING ACCESS EASEMENT AND OVER 15' WIDE W e U FER \ \ 6 "S a° \ \ \ \�Oe° 1 \ \ \ \. y. ACCESS EASEMENT ACROSS LOT C.- z AVNAGNU \\ a ^ 5 +96.0.5' LT R \RR\ \ o \ \ \� ...1\ 4 w� ---� \ �5' R R- �R TO ,< \ \p \ 42� °� IE428.40\ y R \', �?' \ uiYT7K \\ \\ ` \ 2 EXISTING TOPOGRAPHY NOTE: °m O +t \ t \YP \ �� ` �� ` \ o rn p R \� \ \ \> I, Q C) WLB6 `'o \ \ \\ ♦ \ O s� \ FF =43¢ I y°. I� \ \ Rsr ¢ s \ LO`f 2 \ X11 ELEV. 415.8 m \R ♦ \ \ \ N \ ° \ I .s \ \ :°\ °s W - \ .o \ \ g, \ \tl� \ \ a \ \ a�w \� =qqs \ \ >� ° 0 R� pF VERIFY EXISTING TOPOGRAPHY IN AREA OF z 415 \\ \ \\ a \\ ati \• \ \\ \\ a� w q o \ \\ �k R \I \: \ 5 °� \\ \\ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. J \ \ \ \ \ P \ I a a BRETZK \R �ry R� a� p° \ \ \ u *( . I N NOTIFY ENGINEER IF CONFLICTS ARE IDENTIFIED. LO Ty RSq},\ i 8. \ \ \ o+ I \ \ w r z °o z ELEV. a,s.s \ N �� RRo F Fq . "� "° \ ` �o \ \ ti • ; \ \ EXISTING UTILITY NOTE: W wL66 41z t1 'F35.5 \ (� 415 t 415 \ \\ \\ ;. \ \ ! ,ypfss SYOq ; i \� \ \ ,� VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES - c Zit \ \ \ I \ , , \\ \ I a B q� \ \ r+ r \ (WHETHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/ W W - <S\ \ \ \ \ I boy° 6 IDE SEWER Fs >rn \ \ \ \ \ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. 0 W C) C) - - - - - \ \ \r° \ \ X H(ft E 6" SIDE SEWER X \ \\ \ \ . I, RO\ z Q Q WLB9 , \ T � \ y - ' - \ 2 \ \ \ \ SanNary Sewar Notes and SPerficaWns ELEV. 416.7 p \ :♦ ro \ \ \ , • R \ y 5 L a \ \ \ 4 \ Q (n CL ot� LT 8 +22 ,a \ \ \ \ \ p \ \ \ \ AI \ o \\ I \\ a iE= 4 mFa\ )13' LT, (�66 >°O \ \pO \a R THESE NOTES S1iALL APPEAR ON PROJECTS FORTHEWASTEWATERt JT1LRY Ast -i "rk SSMH #2 \ \ N 438 \ \ \ I IET4430.20 �p \ \ ss \ \ \ \ m i L \ \ \ 2% I ` _ >-. - - \ •� 1. All work and oak material shd be In cornfarrterce wNh the eteraerds erhd ePeclNcetioretln+ of Raters MH TYPE B 54" WLB10 \ \\ V w �s� - � -- -� \ \ \ \ \ 2 a PlannIngleuikllrglPubllc Wale OnperhneM end NelalesieNtlon ottle W300T /APWAS aMI 6 +47.32 112.16 LT ELEV. 415.6' \ \\ \ \ \ 1N \ \ \ \ \ \ �° �P\ \ '� \ \ la° gp, qflosypn,, as approved and modified bythe City ofRwIInSteBarronsl�tmtaP (Ni3 asPeance5ons.-gW \a \ �, 1 TE= 435.X.7 . ° \ \ \ > o. \ \, 1 436 \\ \ 438 vti \ \ \ \ < y t \ of approved plane shell be kept on site otdtlmes during certehnnhdlorh. ..„ 10 CITY OF TON\ \ \ ° \ �_ 0� zoo¢ '\__ CLAN 91LT aa° ` \R \� \\ \ \ 4 0 \\ SEWER \A1 T \ \\ \ \\ \\ \ \ \\ I \ RO \ FLAN O�J \\ . 1 N \ �� •R 2. hate of work In me Break d9M of way mren be per cry on weelulays tudme otherwise \ \ The - - .�- \ \ R • >'. \ a \ ss- ePPh'cved In Wdlhg by the PlerhnhhgleuildinglPublW coda An eprnoved irsffldcenhd plan moat 68 m -t I � _gANc 4ti9.s \ \ \ \ ` A \ \ �R3 \\ "R,2 RR� "` o o r� obtained prior to beginig any work w" public right of way. \ \ N° \ \ \ w° \ 15''CITY'°F'RENTON'SEWER.AkN E A� N R ..\ 'T:- \. 4 M�.. °'t -�' 3. All bcdae of existing ulNillas shown are aPDnscInhee and t alts be the addradole reapaefoily a verM•dhe NOTES 1, 8' AND 6° CLEANOUTS ON SEWN MAINS SMALL BE EAST JORDAN IRON WORKS, INC. N, 360 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.. 2 IN UNIMPROVED AREAS, POUR A t'-W MCK 2'-0' SQUARE CONCRETE LASS 3000. PAD AROUND THE RING AND ccwk. PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT DEPARTMENT FOR SANITARY SEWER MAINS WL611 \ > \ \ :LEV. 415.3 �k'LF 8 PVC `a5 \ ; \ yn°\ ..'s "5�.. e;�•RS 6 true art cored beub nso 69a avo/ddemge or dlehebernce. ' \ \ \ \ \ �'m \435.5\ :. ©.9 •�•, . \. ,�: AN \. \�.. ''Pp,\ ° - 4 A precoettdrion conference and a24 hour rto8ce shall be reclubdd prior to starting now axetructlon. it shell be \ \ > \ \\ \+rn \\ \\ \\ \\ dS \ n \ \ \\ a • + I CL N \I accomplished by representative 2f the Cry of )it "I be commeWs responsibility iotry the Public ° ° code Ihmperor�24� of badcfltlIng 611 coretruelion. CLEAN OUT o \ \4?\\�• #q ---�S� \ �{¢$"\ 5. Contractor Is solely responwAff for the means, methods amt same of mnh x Wn and for8he saw of \ •'I.� Workers and otters on the coaMhction Bite. R3a \\ 436 $ T \°? \ \ s \ \ °\ S. r shall be Ne responsibility of the contractor to obtain street use and any other rested permie prior to any WILE p \ \ \ \ \\ \\ \ \\ 'mss \\ �: \\R3\ eF� o � 7 +84D`_4EWER \\\ \R - \ \I ° \ �4W �k °4qz ~ carebucnon. ELEV. 418.4`- \ \ \ >kti ° it n .y.° 2 , - - _ k \ \ T. Plane approved by the Cry of Renton, Public Wake DepmhneM shell take precedence owarall der pdee. 30'RT CAPPED ° °\ - \ .85 \ �ti \ 6 D \ :R m B.Acopy otthese approved gene must be ondnelm alts whenewercoehuctlonlalaproWea6 \ \ \ \ \ TZKE FF= p I \ 8 +49.i?V� A^ ,s 9. The cwramclOr" IpnWide the City ofRedon with anasbntltdrswtgoftlreartiarysewersyst ff.whichtee SSMH #3 �10 \ \ R ?s \ \°� \ (/� OT 4 �, �R3 BRETZKE` 30'RT CXRPt'D '.I, been stamped and signed by a licensed professional engirmeror lkarreed professional surveyor. MH TYPE B 54" \ \ \R \ \ \\ \�� a LOT 3 IE= 430.30 °\ \ q 7 15.58, 170.81 LT \ \ \ �R♦ ` '`' \ `\,� 434 _ 10. BaGdll shelf be placed equally on both skies of the pipe In layers with a boas average depth of 8I Inches, \R \ \ S\ \\ 1.3 ?DARN r[=43•S00 i \ \ depth thoroughly tamping layer' percent derrery. compacted FT SSMH #3 \ as a \y merdmum oftthdee, h hem In each b95 ofine`rlm!,•= There :RTY A �f36./ WLB \ \\ \\ \\ \�-- --430 o \\ ; �\ \3s ktyels must endstnd fo are Plpe dierttetor on eeclt aces oftre Plpe abtlna side oftne trench. Matedalato complete RVEY ELEV. 421. '\ \\ \ \ \ p,° \ a \\ ay`v : R3 tefiRo'erpipo Mdbotoaa.eeedmxFDod. \ \ \\ \\ \ o R3��. --432 T.5�'.� wR d_ e IJIArA 4 9.9 11.Ope n art road c msain0e for u8tl4f tenches on mdetln9 traveled roadway *0 be treckfiedwith aushed root \ \ \ `R2 \ \ \ ` \ a and mechmk * compacted unless otlrenWae approved by to Pubic Works kepedor. Cute Wtokhe efdai g Sher shall be rneatWe out with saw Ina co ntlnuous line. A temporsry mtc patch mustbe placed WvnedM* arm °z rectal andcompadlon. A permanent hot mbc patch shall be placed within 10 days erM shall be per Cry of Reason 10 SPECIAL NOTES: 43 - ` • current standards. \ \ \ \ \ \ \ � � \ ✓ / a"'° 12. Daluru for VBNheI Control shall be North American Vertical Deh6n 1988 MetdB, and for Hafmnlai Cadre ale \ ` \ LO \ be Nate Arne im Datum 1OW1991'Matea unlaee otherwise approved byte Cry of Renton Public Waft 1. SEWER PIPE SHALL BE PVC CONFORMING TO ASTM \ \ R2R �R `n \\ Department Reference benchmark and elevations am noted on to plans. D3034, SDR 35. MINIMUM. TO BE INSTALLED WITH \ \\ \\ mss\ R28\ j A MINIMUM OF 5' OF COVER AND LESS THAN 15' \\ °�? \ \ �- -^ ( 13. All disturbed areas shall be seeded and melded or otherwise shred to the salon oftte Depatrnemfor OF COVER. OR PIPE MATERIAL TO BE C900 the prevention of on-arm erosion ere the completion of construction. 2 ALL SANITARY SIDE SEWERS SHALL BE 6" AT 2% ELE,. 421o'��JJ \ X42 - \R ?s\ -428 '- /428 k�� \\ 1 14. AN pipe and apputerances shall be laid on a property prepared lbum m W accordance with the standards and MIN. NOTIFY ENGINEER IF THIS RESULTS IN -\ : 428 - - -- -rte \ ,� spedNcxtloe of the Cry of Renton Plennhgleugding/public Works Department and the latest edition oflhe DIFFERENT IE THAN SPECIFIED AT END OF SIDE BE- E-12- yyLilp \ "' \ pry0 WSDOT /APWA Standards and SpedficeNons, as approved end rnodlNed by In CRY of Renton b the Renton SEWER. ELEV. 423.6' ELEV. 4,24. ' \\ pr \ Standard Plan &Specifications. This shall Include nebmafy leveling efthe bench Mott. etilBtopoflhe \ I founddon material, as well as pbcement and compaction of required baking ffoWW, to uniform Wade so t)ekt s IN UNIMPROVED AREAS, MANHOLE TO EXTEND MIN �/ Res\ ICA erdre length of fie pipe will be supported on a uniformly deree, unyleldhg bees. Pipe bedding shelf be pea gravel 3. 6" AND MAX 12" ABOVE FINISHED GRADE. \\ a Incas above and below the pipe. - - -- _ - - - - - \ 4,2641 /1 16. Sanitary sewer pipe shell be polyvinyl chloride (PVC) tubber gaskeied A87M D 3094, SDR 35, or ductile Ion -- 100.04' '\ '70.03' _ dace 50, union otherwise approved by the Wastewater UdRy. a 18. In unimproved area, mew to extend minimum B Inches end meadmxn 121ntlee above finished grade or 58820'02 "E 331.77' •° O' R -4 \ - must have minimum 2' diameter concreted poured In area, covemst In d directions to Sa820'o2"E ss,. so' �lJLBC --� R -50. �Por & Did ✓ T.P. # 7 023059390 FI FV d]R ]' FI FV 476 R• match pevhg, o W l o 11 W i W J w j Q Q W D_ N . � ♦ J W M gTL W �Q E„ Z J W C) a 00 W ry T7 o W l o 11 N I 6i i Q J Q w j Q Q W D_ N . � ♦ Y gTL �Q W C) ry T7 R CO -m m N I 6i i Q J Q w j Q Q W D_ gTL �Q C) R CO -m m 42761 I EXPIRES, 02/07/ A S 1 Q8,s- 3620 ®R A5• U(L w a Ln Q CO Q1 � � C E LLn r'1 SHEET: A OF: 5 I)