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HomeMy WebLinkAboutS-051312P i 0 i i 3 8 w i 0 SSMH 50 "BRICK RIM 31.91 IE 25.61 S /NW 8" MEADOW AVEN E NORTH M!c N 5000.00 i 50 0.00 1 -12 -96 1 -15 -96 1 -16 -96 1 -17 -96 1 -12 -96 6 "PVC 1.30 6 "PVC 1.10 6 "PVC 3.00 6 "PVC 4.00 6 "PVC 3.00 CONNECTION ELEV. 27.06 CONNECTION ELEV. 27.18 CONNECTION ELEV. 27.16 CONNECTION ELEV. 28.02 CONNECTION ELEV. 28.75 TEE ELEV. 25.83 TEE ELEV. 26.07 TEE ELEV. 26.17 TEE ELEV. 26.48 TEE ELEV. 26.82 TEE LT 1 +33 TEE LT 1 +88 TEE LT 2 +55 TEE LT 3 +09 TEE LT 3 +92 M!c N 5000.00 i 50 0.00 1 -18 -96 1 -18 -96 1 -19 -96 347 MEADOW AVE N345 OW AVE MEADOW AVE N 19 6 "PVC 4.00 6 "PVC 5.00 6 "PVC 4.00 AVEN 23 CONNECTION ELEV. 28.33 CONNECTION ELEV. 28.75 CONNECTION ELEV. 28.74 319 MEAD WAVE N TEE ELEV. 27.49 TEE ELEV. 27.62 TEE ELEV. 27.86 w z 329 MEADOW AVE N325 MEADOW AVE N TEE LT 5 +02 321 /323 TEE LT 5 +50 TEE LT 6 +16 O M!c N 5000.00 i 50 0.00 - 359 I F MEADOW AVE N 16 353 MEA 347 MEADOW AVE N345 OW AVE MEADOW AVE N 19 341 MEADOW AVE N339 MEADOW AVE NJ 335 MEAD AVEN 23 24 ME DOW AVEN 319 MEAD WAVE N 315 MEADOW AVE fJ 311 MEADOW AVE N w z °� E tno CITY MON. � V) ' O 1 g 2 1 -17 -96 "PVC 1 -18 -96 "PVC 6 Z7 Z8 J 'f � CONTRACT R TO 7 1 15 -96 0 21 6 3.00 6 4.00 w 6$L! NEW 8" a 0> VERIFY LO TION 6 PVC 3.00 1 -16 -96 CONNECTION ELEV. 28.30 CONNECTION ELEV 29.35 1 -18 -9 = w q = OF 8" WA R MAIN C NNECTION ELEV. 26'9 Q , START 2 +73 6 "PVC 5.00 'TEE ELEV. 27.16 TEE ELEV. ?,7.30 6 "PVC x.00 4" SIDE Q cn RIM 31.96 m w AWCUT STREET E ELEV. 26.14 1 -16 -96 CONNECTION E V. 27.90 TEE LT 4+25 TEE LT 4+ 9 CONNECTION ELEV. 28.68 SEWER V C� 5 S �1 I AVEMENT - PATCH 16 36 ELT 2 +29 c Y _j REMOVE & REPLACE TEE ELEV. 26. TEE LT 3 +47 4" SID 6" SIDE SE ER 25 TEE ELEV. TEE LT 27.74 5 +84 RE AL OVE &REPLAC SPEED BUMPS w TO IST. MH m REMOVE - & N \ ° z° w o¢m ¢ SPEED BUMP 6 6' WOODEN SEWER ��v W/ CLEAN UT BASEMENT EL 30.09 ¢ & RAFFIC SIGNS 36 6 REPLACE 3 SLAT FENC �P Q = I ° CE TART ONC o 6° Sp o ci zo G RAGE STA 4 +00 v CONC. L-1 1 -12- PAD FE EAR NE 54" h H #F3 m o PAD c� ° w CB RIM G GARAGE GRASS 0 CONC- GARAGE BLDG GRA o GARAGE ARAGE BLD c� LD m m - -- - CW PAD A/C PATC � sTA 1 +00 sEwER ¢ = 1 NEW 8" SAN E N 00-17 8- E 3 +00 1 1 1 5+ NEW JrpV8NSSEWER 1 N 47F1 ST. 1 2 +00 1 1 1 N 00T7 :i8" E 00 1 G 2' SD POADC AR Y w _ M CONC. PAD GARAGE pA - KIN ONC- PAD iv Ap BUSHES3 . CB 5' CED R c0 FENC ° < gLDG o CL 3 L 7C21 C a 0 RIM 31.5 Cg RIM 2.03 FENCE �� n¢ cD 3' C DAR z m z RIM 31. rn NEW CONC. DRIVEWAYS �PQP ci 0 z % REMOVE & REFACE ¢ or ¢ r FEN E w CD ¢ TAR 1 -1 4 +62 0l -96 C) r O o z o 0 AND SIDEWALKS EQ D, SAW UT EX. PAV MENT. a I _� LAID TO 2 +10 N, 1-12 96 SCHEDULE B EX. 24" HOUSE F- SAN. SEW. REHAB. cDl SEE SHEET 34 m 0 cD 1 2 MIC (� N 4999.04 V) Z E 4717.98 (n NO NUMBER 350 GA DEN AVE N CITY MON r( GARDEN AVENUE NOR H BURIED TRAFFIC CABLE EX. ALLEY PAV MENT 5 SS 54 o SET MH F -1 ¢ START 6 +10 6 RIM 33.51 INV N 99 cD v 1 -19 -96 IE 6.79 N 8" START 3 +74 INV S 04 .E RT 2 +51 IE 6.89 S 8 1 17 -96 1 -17 -9 BASEMENT EL 29.44 BA EMEN EL 29.39 TEE T 3 +07 TEE RT +82 =E ELEV. 25.18 TEE ELEV. 26.47 7 8 TEE ELEV. 27.73 ONNEC11ON ELEV. 27.05 CON ECTION ELEV. 27.47 H CONNEC ON ELEV. 28.76 "PVC 3.00 6 "PV 4.00 334 GAR EN AVE N 328 G RDEN AVE N 6 "PVC 3 00 1 -18 -96 -15 -96 1 -16 96 g RT 4+24 9 1 11 1 -18 -9 13 3 4 5 336 GARDEN AVEN ELEV' 27'15 326 GARDEN AVE N 318 GARDEN AVE N 12 31 GARDEN AVE N C NNECTION ELEV. 28. 5 346 GARDEN AVEN 338 GARDEN AVEN 314 GARDEN AVE N PLAN s"PVC 3.00 = SCALE 1" = 20 1 -17 -96 TEE RT 6 +17 TEE RT 6 +18 BENCH MARK TEE ELEV. 27.75 TEE ELEV. 27.76 TEE RT 5 +18 CONNECTION ELEV. 28.90 CONNECTION ELEV. 28.95 CHISLED SQUARE AT BACK OF WALK TEE ELEV. 27.51 O 6 "PVC 6.00 6 "PVC 5.00 26.90 AT NE QUADRANT INT. OF N. BROOKS CONNECTION ELEV. 28.75 1 -19 -96 11-19-96 AND FACTORY 6 "PVC 4.00 REFERENCE NOTE ELEV. 37.04 1 -18 -96 RECONNECT EXISTING SEWER SERVICE TO THE NEW 8'" SAN /TARP SEWER MAIN ACCORDANCE WITH THE C/TY OF RENTON STANDARD PLAN J/ BO 79, DRAWING !N BR 33 AND STANDARD PLAN # BO 82, DRAWING # BR 35. .......................... W O O) m ^000 F N (.-- N t0 r F- NO >r�,t{y`� F (� : F-- N F ~ F (O 2 W W X :..M M N in N O .... ^ - - O 14 -N. N - .0_ 000�ccc111 lY `t...0_ ... �..a fY �X ............ x .:. .... (f ... R'. IA....:... a. (+O... LY- (P. 1C .......:.. F-' (n X �........... o ...........� ................... ...�.... ...............o .... o M _ 3 3 �p � 3 �% � 3- � w w w w q cn - *I ftx ul f- j- N N F N N F- F : N + + + + + +`� w 0_ W W _ W W W W W W W W V) (yJ co DD oo F : � N x M Of M of V) x a M Lr M V) N V) V) V) : V) !n N V) Vl V) V) N r7 0 p [O d- N ,7 : J d- W W W W W W t` w W �yOJ p W '� MN �� 3 3 3d 3 3 O¢�p(z.�� °¢w°¢ w°¢ w°¢ o¢: w°¢ o¢ o¢ o¢ o¢ °a m (D of of o rn M n 0 0 0 m o N w w w w w w+ w W + + �f1�C�3 r- ~ r ~ ~ F F- Ia- N N . = N ....�. = O [V m N .�.I .t7.�... I17 }� M...:. U. M ...............:.V) V). ............ V) V) .. - .... (n V) t7 .. - - - - - - V) V] �Vl g.d- .. Vl V) .tn Vl.............V.) V1...V) tn........!n fn....tn .V).............. V) .tn ... .... N fn ... N. Vl ....... (n (/) ...(/) V)..N N.......... 40 40 (� +h C) Lo N �--�� Cn M a) - : W w L, W W W W W 00 OD Wv OO wwN (.50 W�vv(7NCn (nZ ONO(n : OIn-3: °¢ °¢ °¢ °¢ °¢ °¢ °¢ °¢Q?ie ¢� 'Z + Z '-F- Z + Z + •�� Z + N Z + V) F F _ V) F - m U)z - )- C) e - F- d- d- N F N N : - '� e - F- rO e : F : N (n V) V) V)(n V) V) VI V) V) V) VI V) N V)(nZ (f) V) W W . w V) yt N N- V) ¢ 00 00 V) Q (O (D V) ¢ (CI V) ¢ (1) XF XF� XF��� XF-� XF� XF-= : ... ... ...... 5 35.w.(no ww.. winiEwww ...wn�W.w.wwwln��.w...wtn LLI LL( virw ... ...... ......... l' r i r� +0.4545% EXIST. GRADE EX ST. 8" VC SANITA Y SEWER __- L' -M -�- _ .. - .. ..... .... ..... .... 0 11. PROPOSED GRADE r ..... ............... ............. a� - -- - REPL GE EX 6" SD - ---- - - - - -- ----- ---- --- - - - - -- ---------------- - - - - -- - -------- - - - - -- ------------------- L_J I W/ 1 :LF NEW 8" SD -- ------ - - -- -- ------------------------ NEW EWER - ---------------------------=--------------------------------------------- ---------------- - - - - - -- - ---- - - - - -- _ ---------------------------- ---°------------------------------------------------ -- - - - - -- --------------------- u -a, NEW. 8" PVC SANITARY SEWER .................... --- ...--- ... 8" PVC SANITARY S 25 ................. 0.39% �` �z � �.....�. ....... w... C) EXIST - VCP SANITARY SEWER sip ¢ m to ° M J M > > J aD !r N J N 294.9 LF ®0.40% OD O + + w + N 0_ + : : ON AL t � N+ (n + o w w N ..:..OD. U.... - CU... �' .d �...a0. Q. .3 3 ..3w .......:...... ................. ........... ............ .................................................................................................... ............................... 1 +00 0-1 a¢ J w w I + 0 w w z +oo 3 +0o a +oo 5+00 s +oc LLw >mw m N m SCHEDULE B EX. w w¢ ¢N w¢ w¢ °a °24" SANITARY ° ° F F ° ~ ° F (n N (n to PROFILE CITY OF RENTON v) U Lo U) _ o) to N w HAMMOND, COLLIER & WADE - SEWER REHAB. SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS SEE SHEET 34 41Ca D�f 1" = 5' V NEW 8" DI SANITARY SEWER r9,`��, AS -BUILT CERTIFICATION SEATTLE, WAN98103 N. CENTRAL RENTON SEWER REPLACEMENT 6 LF ® 0.4.% 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 �*+ LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS (206) 632 -2664 acv -L ALLEY BETWEEN MEADOW AVE N &GARDEN AVE N SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL FROM N 4TH ST TO STA 6 +60 ME OR UNDER MY DIRECTION. DESIGNED: REB DATE: 6/26/95 FILE NAME: (4140 yM,p PLAN REVIEW DATE DRAWN: DPH SCALE: AS NOTED FlEID BOOK: PAGE: o- i z - 9 G CHECKED: 97 F.D. RINGEL LS. 23613 DATE: / SHEET: 18 oF: 37 (,,y w /� " a 7 - O ♦'l SEWER UTILITY DATE NO- REVISION BY APPR. DATE APPROVED: TEE RT 1 +31 TEE RT 1 +87 TEE RT 2 +28 TEE ELEV. 25.82 TEE ELEV. 26.06 TEE ELEV. 26.13 CONNECTION ELEV. 26.88 CONNECTION ELEV. 27.21 CONNECTION ELEV. 6 "PVC 2.50 6 "PVC 2.00 6 "PVC 3.00 1 -12 -96 1 -12 -96 1 -15 -96 TEE RT 3 +39 T TEE RT 3 +89 T TEE RT 4 +61 TEE ELEV. 26.57 T TEE ELEV. 26.80 T TEE ELEV. 27.26 CONNECTION ELEV. 28.05 C CONNECTION ELEV. 28.59 C CONNECTION ELEV. 28.50 6 "PVC 4.00 6 6 "PVC 4.00 6 6 "PVC 3.50 1 -16 -96 1 1 -17 -96 1 1 -17 -96 .�, , c �. 2�14X r