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HomeMy WebLinkAboutS-051308PELLY AVE N CITY OF RENTON 1 MEIRU UUUNNLUIIUN CITY OF RENTON 315 PELLY AVE N 309 PELLY AVE N 305 PELLY AVE N PROJECT I PROJECT BY OTHERS PROJECT 301 PELLY AVE N 915 N 3RD ST 247 PELLY AVE N 11 10 235 PELLY AVE N 4 3 2 1 13 11 -6 -95 11 -7 -95 11 -r7 -95 -BURIED TRAFFIC 12 11 -8 -95 9 6 "PVC 3.50 6 "PVC 3.25 22-1/2* � CABLE 6 "PVC STUB 5.75 +C P 6" VC 4.00 +45' +22 -1 2' 11 -8 -95 11 -9 -95 8 CONNECTION ELEV. 27.65 CONNECTION ELEV. 27.87 0 = o TEE ELEV. 25.32 TEE ELEV. 27.13 TEE ELEV. 27.27 CO NECTION ELEV. 28.20 6 "PVC 4.45+ 5' 6 "PVC 7.20+P LUG o' TEE LT 8 +90 TEE LT 5 +55 TEE LT 6 +0 IN .ELEV. 27.55 ,k- o �' CONNECTION V. 28.18 CONNECTION ELEV. STUB 25.91 _11 INTO MANHOLE F__ } TEE ELEV. 2498 TEE ELEV. 25.74 (n m c0 TEE LT 8 +12 TEE LT 9 +72 , - � Yl•IfA11V-� , ��si I II\ - -- LW ANITAR 1 nom\ HrA�= �1 LA1D O E 1 ILL PIPE 11 -6 -95 11 -7 -95 STA 7+t4 CONNECTION ELE . 27.50 "PVC vV) BUILDING RI 32.39 TEE RT 6 +4 IE 7.59 N & S 8" � > > TEE ELEV. 2 .46 ST 7 +00 #C -2 ' N 0 w now LL m� N O N to O CONNECTION ELEV. 27.98 NE 54" 0 MH 0) I� 6 "PVC 3.70 ' 6 "P �C 2.55 +22 -1 2' NEW 48" CB TYPE 2 , Y w CHISLED SQUARE AT BACK OF WALK NEW 1 " STORM 2 -4 "C Y CONNECTIONS 14 WERE OGETHER I 11 -8 -95 312 WELLS AVE N 308 WELLS AVE N 304 WELLS AVE N 302 WELLS AVE N ; 6 "PVC 3.50 +45' , � N. ?i.N �..Q�.�.O H-W W CONNECTION E V. 27.94 CON ECTION ELEV. 27.71 WITH RIN AND COVER a � w w DRAIN BY OTHERS 6 "PVC 3.30 +45' EMOVE AND REPLACE CONNECTION ELEV. 28.59 w w TEE ELEV. 27.19 TEE ELEV. 27.51 CONNEC TO EXISTING z cn TO ST 7 +93) CONNECTION EL . 28.38 PEED BUMP AND STREET TEE ELEV. 25.83 LJ TEE LT 5 +72 TEE LT 6 +59 ROTH RSIN z z iv STA +90 TEE ELEV. 25.19 IGNS 6 TEE LT 9 +90 R(BYOOTHERS)N TEE LT 8 +51 3g a- w w(BY REMOVE AND REPLACE ELECT. VAULT * cD MANHOLE co Ljj PEED B MP AND SIGNS STREET REMOVE AND REPLACE 5 VAULT a L. J -BOX TA 8 +27 REMOVE AND REPLACE EW CB T(PE I EXISTING ALLEY PAVEMENT C3 0 zo Ln LO 6 EXISTING A LEY PAVEM NT 36 GA AGE 1 CONC. PAD Q� S I QPp GARAGE GAR 6" D CID- GE pR ° 36 GARAGE 0 0+ , - � Yl•IfA11V-� , ��si I II\ - -- LW ANITAR 1 nom\ HrA�= �1 LA1D O E 1 ILL PIPE r w � zo J Lc) W C) Ln (n ~ Q W 40 35 TEE RT 5 +98 TEE ELEV. 27.25 ' APARTMENT o ¢ I ' MH 0 3 ° U CHURCH OR OI L TANK REMOVE TEMPO R CONNECTION ELE . 27.50 "PVC vV) BUILDING RI 32.39 TEE RT 6 +4 IE 7.59 N & S 8" ELECT. H.H. METRO CAP RIM 31.30 0 F KZ "°fn 6 4.50 TEE ELEV. 2 .46 ST 7 +00 #C -2 METRO STATION 8 +01 IE 26.57 N 0 w now LL m� N O N to O CONNECTION ELEV. 27.98 NE 54" 0 MH NEW 8" SANITARY BOT 25.2 �E''),.1 w=Ol� a1zm 04 F- W H ci +Z O - - N .. g.C%N CV ..n -O'} TEE RT 5 +51 TEE ELEV. 27.09 , CONNECTION ELEV. 127.66 "PVC 6 "PVC 2.10 - REMOVE EXIS NG 11 -7 -95 5 " T 6 +97 , MANHOLE RIM 32.49 TEL LEV. 27.53 IE 27.64 SE 6" CONNECTION ELEV. 28.08 EWER METRO TEE RT 8 +53 TCTION TEE 25.18 RIM 1�Y OTHERS) CONNECTION ELEV. 28.38 IE 23 86 8 6 "PVC BENCH MARK 6 2.00 +45' IE 27.64 N 8" 6 "PV 2.65 .45 IE 24 55 S Er HAD T USE A WYEE AS CHISLED SQUARE AT BACK OF WALK 11 -6 -95 23 11_7 95 24 25 26 2 -4 "C Y CONNECTIONS 14 WERE OGETHER AT NE QUADRANT INT. OF N. BROOKS AND FACTORY 312 WELLS AVE N 308 WELLS AVE N 304 WELLS AVE N 302 WELLS AVE N ; 11-8- 5 N6. ?....XH�.. N. ?i.N �..Q�.�.O H-W W I I CHU} CH 15 ELEV. 37.04 I I I 0.34% r w � zo J Lc) W C) Ln (n ~ Q W 40 35 „I I o -- =-------------------------------------- ---- - - - - -- - ----- - - - - -- - ---------- --------------------- -- I , o NEW 8" SANITAR ~ PLAN WELLS AVE N SCALE 1" = 20' N i.m Y GAR. -- 0 F KZ "°fn z -- - -- - J o N 0 w now LL m� N O N to O .............. ............................... O 010 ,n ,n _ .. ...... . ..�. ^. �E''),.1 w=Ol� a1zm 04 F- W H ci +Z O - - N .. g.C%N CV ..n -O'} NN M N M p. - - .. 0 � CVJ N Q M �,n� ,O �`((�j", DO U� N @mW� � FOm �-tal Q'M fh �} M O Q = + _ I ^N N r7 M �`(;...� Z + C j __ + ,n ' - c0 . v U fn lr oO ,_ + N + (/) F- W tom_ _ tOF- r N N Zt i r, ,/7V -r1) r a r ra w� N. �m 0+0 •Nf Zc ....................... ......:... .. ..........Q3... N6. ?....XH�.. N. ?i.N �..Q�.�.O H-W W - - -U 0000 I-C7 W (n O H N W N Z N W W w N Z� � (Y W WtnZ to O: Wf 0.34% -2.00 „I I o -- =-------------------------------------- ---- - - - - -- - ----- - - - - -- - ---------- --------------------- -- I , o NEW 8" SANITAR ~ 10 o0 w Y GAR. -- -- 1 BUILDING z -- - -- - J GREENHOUSE _ �LAID TO HE E P� 1 1 Q 11-6 -95 LAID TO HERE I I 11 -9 -95 RT 8 +93 TEE RT 9 +40 ELEV. 25.34 TEE ELEV. 25.62 NNECTION ELEV. 28.25, CONNECTION ELEV. '?8.44 VC 2.80 +45' 6 "PVC 3.85 +45' PVC ADAP 11 -9 -95 8 -95 16 17 18 19 240 WELLS AVE N ; 238 WELLS AVE N 236 WELLS AVE N I I I I REFERENCE NOTE: O RECONNECT EXISTING SEWER SERVICE TO NEW 8" PVC SANITARY SEWER IN ACCORDANCE WITH w THE CITY OF RENTON STANDARD PLAN # BO 82, z DRAWING # BR 35. J EXISTING GRADE r-PROPOSED GRADE 0-) O F- Ln w + w O = - U) Q W I- W (n (n 35 EXISTING 8" VCP L0.46% ...:.... SANI-TARY SEWER . ........................ ...................I.... 30 ---------=-------------------------------------------- - - - - -1 -------------------------- - - - - -- 1 --------------------------------------- 257.7LT 051% 25 NEW..8 "..PVC..SANITARY .:.... ................: .. ...... ......... NEW SEWER. 21 Be 8' SANITARY S ' PV SEWER O 152.7 LF ®0.46% ,n PLUG ABANDONED o NEW 12" SD N o tee oFWWASR'S� N F F PIPES L6 w 50 LF ® 2-7. PER �,+nJ J �c+o ~ M I + �� D4RNGELP� �+ fY _ n + �n E (BY OTHERS J 00 J a. D-' + J ..... .J °) ........ .. z 20 3 � -0, N.........2� rn' 3 0 ............. N w N TO STA 7 ±93j ....: o n w w rn �. w w w n w +w + w +: w 3 o QO p cn (r) + (n ' (n CO N (n nw w �i NEW 8" PVC SANITARY 1i1 + w w + + + W w + wN $ R noe4 n N n rn n V) �JJ'Yinnnn�� n Y (n (n 00 (n (n 00 (n Go tom n (n ►I� \ \ \rn n n v) n= w w In w w w w SEWER CONNECTION to + 0 Q QW Q -OQ Q p +w .w -U W W W W W W W ONAL cn(n (nrn -� n(n.(n(n - F__ n(n o <.o< 0_¢� (BY OTHERS) o� of of of o� o� w -I N N (n (n N !n > m W (n N N !n N N ... to N .. �. N .... ............... U? N ...:.........O.Q .... ..... �. fn .................. .... owlraES a /za/ I cn in 10 +00 6 +00 ........................................ ............................... ... ............................... 7 +00 8 +00 9 +00 PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON Q SCALE 1" = 20' H 1 " = 5' v LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS A8 -BUILT CERTIFICATION CENTRAL RENTON SEWER REPLACEMEN I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL CITY OF RENTON METRO CONNECTION CITY OF RENTON 40,0 STONE WAY N G4 r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS S -0513 SEATTLE. WA 96103 -8090 ALLEY BETWEEN PELLY AND WELLS SHOWN HEREON ARE THE RESULT N A SURVEY MADE BY PROJECT PROJECT BY OTHERS PROJECT (206) 632 -2664 RECOMMENDED FOR APPROVAL FROM STA 5 +50 TO STA 10 +50 23613 ME OR UNDER MY DIRECTION. DESIGNED: REB DATE: 6/26/95 FILE NAME: �q yATiD PLAN REVIEW DATE DRAWN: DPH SCALE: AS SHOWN ROD BOOK: PAGE E%PRE59 /n /�� F.D. RINGEL LS. 23613 DATE: /° zz -9c CHECKED: SEWER UTILITY DATE N0. REVISION BY APPR. DATE APPROVED: SHEET: 8 OF: ww - �s•�l/l g: I } `w e