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HomeMy WebLinkAboutS-051313o w a TE ELEV 28 78 1 -24-96 CONNECTION ELEV. 33.60 J J z N W o 00 1 248 GARDEN VE S1-23 96 4" SIDE TEE RT 10+ 7 FX. SEPARATE 6 "PVC 3.00 15 S MH 4 SEWER CO NECTION ELEV. 29. TEE ELEV. 2 .48 I TOWN HOUSES 1 RI 34.8 1 6 "F�VC 4.00 ; 1 TEE EL 10 +07 1 I MAY HAVE DUAL 1 1 -25 -96 3)2/304' IE 28.48 N 8" TEE ELEV. 29.16 CONNECTION ELEV. 34.22 GAR EN AVE N N 3RD ST PROJECT & IE 28.62 S 8" 1- 3 -96 CONNECTION ELEV. 30.45 1 PVC 6 SIDE SEWER STUB 14 CIT( F RENTON METRO CONNECTION CIT OF REN 011 BOT 28.6 2 3 4 5 6"PVC 4.00 1 -24 -gg 9 10 11 P OJECT PROJECT BY OTHERS PROJECT 1 -23 -96 216/218 304 ARDE AVE N Mlc I 246 GARDEN AVE N 24 GARDEN AVE N 238 GARDEN AVE N 23 GARDEN AVE N 226 G RDEN AVE N NO HOUSE # GARDEN AVE N NO H USE # SET MH F -2 N 4339 -74 6 TEE RT 11 +21 1 -19 -96 C/TYMON. y NEW 42 METR TEE RT 8 +51 TEE RT 11 +19 TEE ELEV. 29.60 TEE RT 6 +60 SAN[ ARY SEW R TEE ELEV. 28.55 230 GARDEN AVE N TEE ELEV. 29.59 SSMH 54 TEE ELEV. 27.92 INV S 28.11 CONNECTION ELEV. 32.45 RIM 36.18 CONNECTION ELEV. 28.90 INV N 28.13 GARDEN AVENUE NORTH CONNECTION ELEV. 30.13 PLAN CONNECTION ELEV. 32.56 IE 29.90 N fr 6 "PVC 3.00 BENCH MARK 6 "PVC 4.00 6 "PVC 4.00 IE 30.3 S 8" 6 "PVC 3.00 SCALE 1" = 20' 1 -24 -96 1 -24 -96 1 -19 -96 1 -22 -96 REFERENCE NOTE BOT 30.0 TEE RT 6 +74 TEE RT 9 +64 CHISLED SQUARE AT BACK OF WALK TEE RT 10 +50 TEE ELEV. 27.98 TEE ELEV. 28.98 AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 29.33 O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY CONNECTION ELEV. 28.97 CONNECTION ELEV. 30.27 AND FACTORY CONNECTION ELEV. 33.10 SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD 6 'PVC 3.00 6"PVC 200 ELEV. 37.04 6 "PVC 7.00 PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82/ DRAWING # BR 35. - 1 -19 -96 1 -23 -96 1 -24 -96 ^m o N . .. M .......................... .......... .... (n z a o O r O rn O N O F- r7 M J J+ f- 0 m 00. rn 7 F- (o ^ M F- a0 N .� - W 16 w Q CD �. o r2 w t 0) = w o to N : 3 w o 0) U W C, 0 00 >' CA p N ~ O 1-- F- 0) � �..Z.. p N N N ..:......... ............ . . ......... .. ................... .... ...:.... 00 M ..............x.4.1 rN')...............1- (n If) Ij) .. J .. OD .[_ .............. N J Q (� I H aioi N p �rnJL1 ow�M +_� �� m± fl� W LO r7 O M !n N N ,.�j I"? ,N) (r O 3 1=) M0'• M O = M O.S41'313 rj a� z- wc'jc � o gat c� o0od Nrn rn zvrn Fwd moo x��� �v= w +� +�.�� +�a3` +m wr+ + EXIST.. GRADE cnz.Ln.. �.ww .. .......w(naw...... n 40 -F��_.. o "TOO... �::_... t � _ - M<2(0 3 e Q 00 Q On Q 03 (D V) Q Ca Q3 CO F- Q 00 W Q - - X F- LLJ t w F- �= = >c H-- � x i- � Hw 0 Lu I- _ PROPOSED �- .0 E WcnaW z 0 m w 'w ('n w(nD-�w LuCo cnz o wmz cnawwcn 35 �l i r.,... - -- -- ---- -- - --- +0-. L.' - - �E8626 SD.. 135 NEW 8" DI SD EX. 8 VCP SANITARY SEWER _ II0 I ------------- - - - - -- ------------------ - - - - -- --= --- T - - - -= -_ -_ -- L J J 0 14.2 LF ® 4.72----------- -------- - -- - -- - - - - -- -- -- L J ------ -- --- ---- -- -- - - - - -- -- - -- - -- -- 0 - -- - - --- - - - - - -- -------------------------------------------------------------------- --- - 30 _ ------- ---- -- --- -- - - -- - --- -------- - - - --- --- .................-- ...... 21 • _ -- _ -- NE NITA Y' WER ' 3 - -- - -1 y - -------------- - - - - -- - O W 8 A NEW 8" PVC SANITA�tY SEWER ro om C,4 II NO �N� �.��� �� �� �+ r �t Lo r + C E'wAERc Q' J 0_ + J G_' J 0_ J 0_ J a' O J O 0_ J O J D: J a' 0-j O O J+ O a' N �Q- pf Sy Sj. REPLACE EX. W/ + co + + + + �� tia NEW_8 ".DI.SD...........- �.. ... - w ..,� W _ w af W. ._......w(o .WO........ �coJ W c,� w ,). w. w w W w Z- Go �sI {sJ �i! �aJ fat 6 LF ®0.47% _ n U z w w9gW t w w w w w+ w+ �°��01 w w wow w wo liwowo w w w I 3 3 nw w V) :w w cn cn N 00 cn cn cn (n cn rn cn rn w w cn cn cn cn cn N N �N (n (n N .}. cn N N : .cn cn noe4 r` - w w W w w w w w w -_ w W W w w w w W W w w W W (p W W w w Poo ReG CD p Q N pQ pQ p¢ papQ pQ pQ pQ pQ � (� pQ pQ pQpQ pa �aDa pQp Oa pQF- pQOQ. pQ F5, o5 ? W H7 F- F- F F- - F- F- F- : F- F- F- F F-- F- F- F-_ F- F-- F- F- W W F- (n M F- - F- . I- S/ NAL '\ Z O N d. r) 2� + Z Z 61 3 !n !n !n Vl N N N (n (n (n (n (n (n (n .... N -(n. _ N (n .......:.... fnl(n (n V) N NN !n .... (n.(n..VI.NN N V) !n !n N N to p Q (n !n !n N N N .... �. W.1- O F (D IL- �.F ..... +.p ....�.- ..J .. ... Q. + p ........................ ............................. .. W Q.W d.................. ............................... N ..cn N d .�........ n 9 +00 p < 10 +00 11+00 > 12 +00 IRES 3/28/85 co -1 U32, m w w Q o O +: + n Q Q o NEW 8" METRO SANITARY SEWER N N a r CONNECTION (BY OTHERS) � Q w w w w+ � U "� o n < a o � � �� PROFILE HAMMOND, COLLIER & WADE- CITY OF RE TON QI-w n N �� aQ J OJF -,Z c N aa� IE 23.23 (n w.Q. w.Q..... ;�Q wa >.m lil. .w.W.(nz.. ..I.) 00. >m�..... NEW ¢2° METRO S✓eN SEW SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PU13EIC WORKS C) p 7 +000 p F- 8 +00 BY OTHERS CK D h, 1" = 5' v a0,o sroNEwAY N. CENTRAL RENTON SEWER REPLACEMENT v) (n v) (n v (n cn (n N 3RD ST PROJECT & ( ) l '� f SEATTLE, WA 98103 -8090 CITY OF RENTON METRO CONNECTION CITY OF RENTON �Ofi �`R, AS -BUILT CERTIFICATION S -0513 (206) 632 -2664 acw.L ALLEY BETWEEN MEADOW AVE N & GARDEN AVE N PROJECT PROJECT BY OTHERS PROJECT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL FROM STA 6 +60 TO STA 12 +20 LOCATIONS OF THE STORM DRAIN AND SANMARY SEWERS RECOMMENDED FOR APPROVAL SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY DESIGNED: REB DATE: 6/26/95 FlLE NAME: �2�36�1 ME OR UNDER MY DIRECTION. PLAN REVIEW DATE DRAwN: DPH SfL LAN9 CHECKED: SCALE: AS NOTED FlEID B001(: PAGE: wvv - .*7, o rIJ F.D. RINGEL L.S. 23613 DATE /° 22-Y� NO. REVISION BY APPR. DATE APPROVED: SHEET: 19 OF 37 E%PIRES 9/11/yl SEWER UTILITY DATE n l TEE RT 8 +02 TEE RT 8 +22 L6"PVC3.00 3 TEE ELEV. 28.38 1 -23-96 8.65 1 -24 -96 1 -24 -96 ELEV. 29.34 1 -25 -96 6 "PVC 3.00 1- 25 --96 NEW CONC. DRIVEWAY & SIDEWALK REQUIRED. SAW CUT EX PAVEMENT 1 -22 - 1_22 -96 6 "PVC 6.00 1 -22 -96 1 -23 -96 6 "PVC 3.00 6 "PVC 6.00 6 "PVC 3.00 6 "PVC 2.00 6 "PVC 6.00 BY METRO /CITY NORTH 3RD ST MEADOW AVENUE NORTH CONNECTION ELEV. 30.12 6 "PVC 3.00 6 "PVC 4.00 CONNECTION ELEV. 30.39 CONNECTION ELEV. 35.16 CONNECTION ELEV. 34.17 CONNECTION ELEV. 30.81 CONNECTION ELEV. 34.01 IMPROVEMENTS TEE ELEV. 28.48 TEE LT 8 CONNECTION ELEV. 30.21 TEE ELEV. 28.56 CONNECTION ELEV. 30.15 TEE ELEV. 28.79 TEE ELEV. 29.00 TEE LT 9 +68 TEE ELEV. 29.47 TEE LT 10 +85 TEE ELEV. 29.49 TEE LT 10 +89 TEE ELEV. 29.79 TEE LT 11 +60 TEE ELEV. 30.02 TEE LT 12 +20 N)A34014 a 305 MEADOW AVE N� 36 ~ I E 4996.4 +2.3 TEE LT 8 +54 TEE LT 9 +30 MEADOW AVE N OW AVE N 1 29 L 1 CITY BURIED TRAFFI CABLE 235 MEADOW AVE N227 1 -24 -96 1 -25 -96 211 "PVC MEA -19 -96 6 "PVC 3.00 1308 N 3RD S W 251 MEADOW AVE N 245 MEADOW AVE N243 MEADOW AVE N 239 MEADOW AVE N 18 19 -24 -96 "PVC 3.00 6 "PVC 3.00 6 4.00 w o 0 N CONNECTION ELEV. 28.92 1 -19- 30 � 14 5 16 17 1 -23 -96 ONNECTION ELEV. 3 .85 CONNECTION ELEV. 32.85 CONNECTION EL V. TEE ELEV. 29.8 33.96 J + c� TEE ELEV. 27.93 6 "PVC 00 cD 8" METRO CCI� ECTiO 1-23-9E 6 "PVC 3. CO E ELEV. 29.35 TEE ELEV. 2 .61 TEE LT 11+23 TEE LT 11 +96 = w TEE LT 6 +62 CONNE TION ELEV. 28.99 3 (BY OTHERS) 6 "PVC 4,00 1 CONNECTI N ELEV. 30.38 EE LT 10 +54 1 Q = o TEE ELEV. TEE LT I7 +04 28.10 Of p CD BASEMENT EL 1.35 I CONNECTION ELEV. 29.30 28.72 I REM VE & REPLACE 1 TEE ELEV. TEE LT 1 I 29.17 10 225 MEA OW AVE N223 1 ADOW AVE N219 MEADOW AVE N 6" SI E SEWER 24 Q F" cn w -0 3 TEE ELE . SPED BUMP & REMOVE & REP A E 5 22 2 5 MEADOW AVE N w ao C° RECONNECT B IM 34 65 TEE LT +91 TRA FIC SIGNS 6 4" SIDE EWER 6' CEDAR EX. ALLEY p 2 E AST CB Q TA 7 +05 EX. CB a =� �� RIM 34.40 I 32. NE 6" 6 FENCE O w Y S A 11+77.04 F- w EW 54" 4 a RIM 34.46 IE 31.90 OT 3 .8 w Y Y J -w c5 TA 11+ EW 54" 0 0 MH #F w z 3 IE 32.66 Z STA +9 NE CB T PE I p ¢ ¢ 6' CE a AR w CD w o cn ¢ 3 m v Q a C5 CON LN a w o w v SD 6,. 4' WIRE V) cD (3 HOUSE G AGE o ENCE Z ¢ a o m o o p D . 4' CL CONC FENCE = rJ CD �' t1 u R DR SHED CS o� Q 5 007738° W 1 SID 1 NEW 8" AN SEWER 1 9 +00 1 NEW 8" SAN SE R o07�24° W 1 1, +oo 1 1 : 7 +00 ( N 007739 E G 12 +00 4 REMOVE &REPLA NEW :EX. SD 1 CW GRA S SHED DR. _ REMOVE &REPLA E EX. ALLEY PAVEMENT REMO MH STA 92 GR. D m � C a 5' L Q a 6' CEDAR SPEED BUMP & 4' CL °O NEW M RO NNECTI N MH n Q x a 3 Q Q a w v a a ENCE HOUSE = n AR RT TRAFFIC SIGNS " RIM 34.79 CO EX. RIM NEC C 49 0 > w p Q > (BY TH_ �, 6" SI GARA F cl < ci o ti o w w ,� �' OUSE STMHF -3, 1 -24 -96 m ON CON PAD 36 TEE RT 11 +78 IE 28.10 N 8" IE 32 88 0- p e N * V)) 0 SEWER v 0 INV S 29.72 TART 11 +34 TEE ELEV. 29.8 BOT 28.2 HOUSE w CO - ¢ TV RT 9 +26 TART 10 +23 INV N 29.62 1 -25_96 o w a TE ELEV 28 78 1 -24-96 CONNECTION ELEV. 33.60 J J z N W o 00 1 248 GARDEN VE S1-23 96 4" SIDE TEE RT 10+ 7 FX. SEPARATE 6 "PVC 3.00 15 S MH 4 SEWER CO NECTION ELEV. 29. TEE ELEV. 2 .48 I TOWN HOUSES 1 RI 34.8 1 6 "F�VC 4.00 ; 1 TEE EL 10 +07 1 I MAY HAVE DUAL 1 1 -25 -96 3)2/304' IE 28.48 N 8" TEE ELEV. 29.16 CONNECTION ELEV. 34.22 GAR EN AVE N N 3RD ST PROJECT & IE 28.62 S 8" 1- 3 -96 CONNECTION ELEV. 30.45 1 PVC 6 SIDE SEWER STUB 14 CIT( F RENTON METRO CONNECTION CIT OF REN 011 BOT 28.6 2 3 4 5 6"PVC 4.00 1 -24 -gg 9 10 11 P OJECT PROJECT BY OTHERS PROJECT 1 -23 -96 216/218 304 ARDE AVE N Mlc I 246 GARDEN AVE N 24 GARDEN AVE N 238 GARDEN AVE N 23 GARDEN AVE N 226 G RDEN AVE N NO HOUSE # GARDEN AVE N NO H USE # SET MH F -2 N 4339 -74 6 TEE RT 11 +21 1 -19 -96 C/TYMON. y NEW 42 METR TEE RT 8 +51 TEE RT 11 +19 TEE ELEV. 29.60 TEE RT 6 +60 SAN[ ARY SEW R TEE ELEV. 28.55 230 GARDEN AVE N TEE ELEV. 29.59 SSMH 54 TEE ELEV. 27.92 INV S 28.11 CONNECTION ELEV. 32.45 RIM 36.18 CONNECTION ELEV. 28.90 INV N 28.13 GARDEN AVENUE NORTH CONNECTION ELEV. 30.13 PLAN CONNECTION ELEV. 32.56 IE 29.90 N fr 6 "PVC 3.00 BENCH MARK 6 "PVC 4.00 6 "PVC 4.00 IE 30.3 S 8" 6 "PVC 3.00 SCALE 1" = 20' 1 -24 -96 1 -24 -96 1 -19 -96 1 -22 -96 REFERENCE NOTE BOT 30.0 TEE RT 6 +74 TEE RT 9 +64 CHISLED SQUARE AT BACK OF WALK TEE RT 10 +50 TEE ELEV. 27.98 TEE ELEV. 28.98 AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 29.33 O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY CONNECTION ELEV. 28.97 CONNECTION ELEV. 30.27 AND FACTORY CONNECTION ELEV. 33.10 SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD 6 'PVC 3.00 6"PVC 200 ELEV. 37.04 6 "PVC 7.00 PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82/ DRAWING # BR 35. - 1 -19 -96 1 -23 -96 1 -24 -96 ^m o N . .. M .......................... .......... .... (n z a o O r O rn O N O F- r7 M J J+ f- 0 m 00. rn 7 F- (o ^ M F- a0 N .� - W 16 w Q CD �. o r2 w t 0) = w o to N : 3 w o 0) U W C, 0 00 >' CA p N ~ O 1-- F- 0) � �..Z.. p N N N ..:......... ............ . . ......... .. ................... .... ...:.... 00 M ..............x.4.1 rN')...............1- (n If) Ij) .. J .. OD .[_ .............. N J Q (� I H aioi N p �rnJL1 ow�M +_� �� m± fl� W LO r7 O M !n N N ,.�j I"? ,N) (r O 3 1=) M0'• M O = M O.S41'313 rj a� z- wc'jc � o gat c� o0od Nrn rn zvrn Fwd moo x��� �v= w +� +�.�� +�a3` +m wr+ + EXIST.. GRADE cnz.Ln.. �.ww .. .......w(naw...... n 40 -F��_.. o "TOO... �::_... t � _ - M<2(0 3 e Q 00 Q On Q 03 (D V) Q Ca Q3 CO F- Q 00 W Q - - X F- LLJ t w F- �= = >c H-- � x i- � Hw 0 Lu I- _ PROPOSED �- .0 E WcnaW z 0 m w 'w ('n w(nD-�w LuCo cnz o wmz cnawwcn 35 �l i r.,... - -- -- ---- -- - --- +0-. L.' - - �E8626 SD.. 135 NEW 8" DI SD EX. 8 VCP SANITARY SEWER _ II0 I ------------- - - - - -- ------------------ - - - - -- --= --- T - - - -= -_ -_ -- L J J 0 14.2 LF ® 4.72----------- -------- - -- - -- - - - - -- -- -- L J ------ -- --- ---- -- -- - - - - -- -- - -- - -- -- 0 - -- - - --- - - - - - -- -------------------------------------------------------------------- --- - 30 _ ------- ---- -- --- -- - - -- - --- -------- - - - --- --- .................-- ...... 21 • _ -- _ -- NE NITA Y' WER ' 3 - -- - -1 y - -------------- - - - - -- - O W 8 A NEW 8" PVC SANITA�tY SEWER ro om C,4 II NO �N� �.��� �� �� �+ r �t Lo r + C E'wAERc Q' J 0_ + J G_' J 0_ J 0_ J a' O J O 0_ J O J D: J a' 0-j O O J+ O a' N �Q- pf Sy Sj. REPLACE EX. W/ + co + + + + �� tia NEW_8 ".DI.SD...........- �.. ... - w ..,� W _ w af W. ._......w(o .WO........ �coJ W c,� w ,). w. w w W w Z- Go �sI {sJ �i! �aJ fat 6 LF ®0.47% _ n U z w w9gW t w w w w w+ w+ �°��01 w w wow w wo liwowo w w w I 3 3 nw w V) :w w cn cn N 00 cn cn cn (n cn rn cn rn w w cn cn cn cn cn N N �N (n (n N .}. cn N N : .cn cn noe4 r` - w w W w w w w w w -_ w W W w w w w W W w w W W (p W W w w Poo ReG CD p Q N pQ pQ p¢ papQ pQ pQ pQ pQ � (� pQ pQ pQpQ pa �aDa pQp Oa pQF- pQOQ. pQ F5, o5 ? W H7 F- F- F F- - F- F- F- : F- F- F- F F-- F- F- F-_ F- F-- F- F- W W F- (n M F- - F- . I- S/ NAL '\ Z O N d. r) 2� + Z Z 61 3 !n !n !n Vl N N N (n (n (n (n (n (n (n .... N -(n. _ N (n .......:.... fnl(n (n V) N NN !n .... (n.(n..VI.NN N V) !n !n N N to p Q (n !n !n N N N .... �. W.1- O F (D IL- �.F ..... +.p ....�.- ..J .. ... Q. + p ........................ ............................. .. W Q.W d.................. ............................... N ..cn N d .�........ n 9 +00 p < 10 +00 11+00 > 12 +00 IRES 3/28/85 co -1 U32, m w w Q o O +: + n Q Q o NEW 8" METRO SANITARY SEWER N N a r CONNECTION (BY OTHERS) � Q w w w w+ � U "� o n < a o � � �� PROFILE HAMMOND, COLLIER & WADE- CITY OF RE TON QI-w n N �� aQ J OJF -,Z c N aa� IE 23.23 (n w.Q. w.Q..... ;�Q wa >.m lil. .w.W.(nz.. ..I.) 00. >m�..... NEW ¢2° METRO S✓eN SEW SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PU13EIC WORKS C) p 7 +000 p F- 8 +00 BY OTHERS CK D h, 1" = 5' v a0,o sroNEwAY N. CENTRAL RENTON SEWER REPLACEMENT v) (n v) (n v (n cn (n N 3RD ST PROJECT & ( ) l '� f SEATTLE, WA 98103 -8090 CITY OF RENTON METRO CONNECTION CITY OF RENTON �Ofi �`R, AS -BUILT CERTIFICATION S -0513 (206) 632 -2664 acw.L ALLEY BETWEEN MEADOW AVE N & GARDEN AVE N PROJECT PROJECT BY OTHERS PROJECT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL FROM STA 6 +60 TO STA 12 +20 LOCATIONS OF THE STORM DRAIN AND SANMARY SEWERS RECOMMENDED FOR APPROVAL SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY DESIGNED: REB DATE: 6/26/95 FlLE NAME: �2�36�1 ME OR UNDER MY DIRECTION. PLAN REVIEW DATE DRAwN: DPH SfL LAN9 CHECKED: SCALE: AS NOTED FlEID B001(: PAGE: wvv - .*7, o rIJ F.D. RINGEL L.S. 23613 DATE /° 22-Y� NO. REVISION BY APPR. DATE APPROVED: SHEET: 19 OF 37 E%PIRES 9/11/yl SEWER UTILITY DATE n l TEE RT 8 +02 TEE RT 8 +22 L6"PVC3.00 r Tun t (E> '.42 j la n til €tia II!. I 1 F i ■ 3 TEE ELEV. 28.38 TEE ELEV. 28.47 8.65 CONNECTION ELEV. 30.03 CONNECTION ELEV. 29.95 ELEV. 29.34 6 "PVC 2.50 6 "PVC 3.00 1 -22 -96 1 -22 - r Tun t (E> '.42 j la n til €tia II!. I 1 F i ■