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Home My WebLink AboutS-051302WELLS AVE N FND MIC \. 25.52 EXIST. 6 "PV 25.11 C CONNECTION ELEV. 25.69 N5005.43 STA E3714.26 2 .47 T TEE ELEV. 23.57 T 48" NEW 48" CB TYPE 2 CUT INTO EXIST. STORM DRAIN WITH RING AND COVER CONNECT TO EXIST. STORM DRAIN SAWCUT STREET PAVEMENT AND PATCH 36 36 PLUG ABAND. PIPE ELECT. VAULT ` TV VAULT I I M H �e RIM 29.75 U ASPHALT D SS 10° 5 45' BEND 6 "PVC 3.95 L LENGTH 6 "PVC 4.00 +45' \. 25.52 EXIST. 6 "PV 25.11 C CONNECTION ELEV. 25.69 2 .47 T TEE ELEV. 23.57 T TEE ELEV. 24.15 6° VC 8 4° LAY TEE ELE TEE LT 6'PVC 3.10 +45' 6 "PVC 4.10 6-PVC 10. 0 +(2)45' CONNECTION ELEV. 2 .72 CONNECTION EL V. 25.49 CONNECTI N ELEV. 26.01 TEE ELEV. 24.62 TEE ELEV. 25.0 TEE ELEV. 25.04 TEE LT 3 +71 TEE LT 4 +70 � TEE LT 4+72 - - � BRICK ALL cU' � WAL 1 Y Y � ELECT. H.H. Y z ° zo a l ASPHA 1 G RAVEL GA - RAVEL GAR. CON 1 ELECT. VAULT :7: a ° i �Q�Pv \ SSM 54 1 PAR ING . C 0 N C R E T E. U P 111 RIM 29.96 LAID TO ERE 0 0 Q NEW CONC. DRIVEWAYS IE 2C06 S -N 8 CB -i z z MH LDD _ - o ' AND SIDEWALKS REQUIRED. IE 24. � 0 REMOVE XIST. SD 10 -17 RIM 29,2 0 1 o I RIM 29.65 WCUT EXISTING PAVEMEN L ID TO HERE �MO ERE BOT 2 .8 IE 22.21 E & W 24" -95 LAI TO HERE TOP 25.45 N & S 10" z 2 10 -13 -95 AY 10-18-95 TEE RT +23 36 LAI 0 HERE TEE ELEV. 25.21 SSMH 54 1 -1 -95 TEE RT 3 +01 TEE RT 3 +31 CONNEC -- RIM 29.60 N BURT D TRAFFIC CABLE - TEq RT 4 +22 TEE RT 4 +55 6-PVC 5.00 IE 22.18E 24 ° -SCHEDULE B EX 24" I RIM 29.45 TEE ELEV. 4.34 TEE ELEV. 24.52 TE ELEV. 24.84 TEE ELEV. 24.97 IE 22.18 W 24 "' SANI ARY SEWER REHABILITATI N IE 23.55 12 CONNECTIO ELEV. 25.47 CONNECTION ELEV. 2 .84 CO NECTION ELEV. 25.92 CONNECTION ELEV. 5.80 IE 23.46 S 8" IE 23.56 12" LENGTH OF 6 "PVC 4.12 +22 -1 /2' 6 "PVC 4.00 +22 -1/2 6' C 4.00 +22 -21/2' 6 "PVC 7.00 R NON SEE BEET 32 REFERENCE NOTE: LAID TO RE 10 10 -95 IE 27.16 8" 13 14 15 16 17 18 19 20 21 Ot RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" PVC CB 48' 10 -9- 5 NO WORK 811 N 4TH ST BOT 21.5 , 334 WI LIAMS AVE N , 328 WILLIAMS AVE N , 324 WILLIAMS AVE N I 320 /2 LLIAM3 , 316 1/2 WILLIAMS , ANITARY SEWER IN ACCORDANCE WITH THE CITY OF RIM 29.36 AVE N - AVE N 312 WILLIAMS AVE N 310 WILLIAMS AVE N I�ENTON STANDARD PLAN # BO 82, DRAWING # BR 35. IE 22.21 SAMT MIC TEE R 1 +44 TEE RT 1 +96 TEE RT 2 +40 IE 22.95 NNEO 2 TEE E EV. 23.43 TEE ELEV. 23.9 TEE ELEV. 24.1 TEE RT 3 +74 TEE- RT 3+84 -- -- IE 22.10 E3&4.75 EXIT. "CLAY 24.87 4 "CLAY 25.49 CONNECTION E V. 25.73 TEE ELEV. 24.64 TEE ELEV. .65 BENCH MARK -- -- BOT 20.2 LENG OF 6 "PVC 3.60 +45' BEND 6 "PVC 5.10 LENGTH OF PVC 4.50 +22 -1/2' CONNECTION ELE 25.80 CONNECTION ELEV. 25.82 6'PVC 4.00 +45" 6'PVC 3.00 22 -1/2' [HISLED SQUARE AT B CK OF WALK w P,T NE QUADRANT INT. 'OF N. BROOKS z 0 w WILLIAMS AVE N PLAN N AND FACTORY ° w m _ N N SCA - °_0' ELEV. 37.04 _ co � _ Q I- W 10 M: N N r ^ z M m m to 10 - 2 !n V) N J J N m ODm J M W O : , ..................... . M ..................H. �' - V).t...M..... .... O .....N. �. ... .. N. N.......... ............................... a ...0 -. �.....-............_........................: ........................:...... r . .... N........:........ 11, 40 to ° .. N Z W U m �U } �'t0 N N ) 10 W O N ai a F 0 z MAN ~ v!/7 W OF a 0 Q a N� - a N _O O�� O �° ODQ N W vt Xatn Of % " "cN O rn} '� 302 H I. I� O W VC14-1 � N �,O N Z W M 2 ................. 171.. vOD ... , ;III ............... . 1 °� ¢^ �� zr. ��z.. mw..w. � .... ............................... _� zvin .... +m M...... ............... 35 w :D w > r Q O N N a EXISTING GRADE v PROPOSED ALLEY GRADE Z� �- U _ �(n N -O J a I NS , _ _ zQ N 00 Q ��Qgr °° ¢a�w �ODr ¢�_ °°°° o��w a w �N w -� -LU w rww> www� rwd �ww I vriz wm 0.71% C) V) 0 _ V) Z ; cE V) w- Of cno z 0 � _ -- m �n z �n - - - 0.92% - . .................... C 30 0.50 -y 282.8 J F O 0.499: EXISTING 10" VCP p0% %___ NEW 12 STORM DRAIN I EXIST. 10" -- ----------------- -° �� -� SEWER SAN. SEWER -- -EXISTING 12 „ -Sp - -- - - - - -- ------------------ - - - - -- - ----------------------------------------------------------- --------------------------------------------- - - - - -- - - - - SANITARY --- "-=-=------------------ - - - - -- ---:-------------------- - - - - -- -------------------------------------------- ----- ........... 25 ......--- - - - - -- jDL-1 f -_- - -- "I' E 8" PVC SANITARY SEWE NEW 8" PVC SANITARY SE WE PLUG ABA a0 -4 6.05 97 LF 0 0.25% A 81.1 LF ® 1.65% 03 LF 0 0; ° " o °F AN N W 12 TORM DRAIN + r + ° H J + + + N N r rn F- +� aNJ+ wf°. + + J �+ wd + J O J�A + J .. F _ + .,.� ..... ..... .. .. ...... ... .. ..... .. ... ... ...... .. .... ... .. .. ... ... 0 N w .. .+t ....w . oo.......... ^ . 20 SCHEDULE B EX. Q a t 3 � 66 : � � � n o � c7 � Q r` � � m � � o LLJ + . L'i Ld Q w w m Q w w w w w w w w w+ w +N w w} w Ho+ w+ w t w R1TO84 24" SANITARY o o cn ± ± N + N oNO V) � ± n cn N cn,+� cn 1) V) N cn r� M _ tn,+d cn cn N n N n q^FSSGISTE SEWER REHABILITATION c� N N w w _ _ 0 _ Q ¢ w _ wQwQ wQwQ: wQ wQ wQwQ - W wQ w¢ w w w w wQ wQ wQ ONALE SEE SHEET 32 0 0 °�F °�� o� aw .� °-� ��aF °-� c?I °- ° -� jw ° °� 1 °r °� °� °a >w e ° ° ° _1RU 3/26 w W > w (n a cn ..u) u) Un N...... � W " V U) cn N....... U V V) Ut U U1 U) U) U) U) U) V) Ul Ulm (n.N......... cn fA �............ (n V) (n U) .. N N.... ... N.�.... N N ... . . .. . �.N. .. . ..... . . w � 4-+ 00 4 +86 5 +00 6 +00 1+00 2 +00 3 +00 n ROCK TO HERE M CITY OF RENTON PROFILE w HAMMOND, COLLIER & WADE - SCALE 1" = 20' H °� LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 1CK D �, y N AS -BUILT CERTIFICATION 1 = 5 V CENTRAL RENTON SEWER REPLACEMENT yt .� 4010 STONE WAY N - I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SEATTLE, WA 98103 -8090 ALLEY BETWEEN WELLS AND WILLIAMS r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS S -0513 (206) 632 -2664 acWL I o� SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY fv ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL FROM N 4TH ST TO STA 6100 6=t DESIGNED: REB DATE: 6/26/95 FILE NAME: fO%L LAN9 PLAID REVIEW DATE DRAWN: DPH F.D. RINGEL LS. 23613 DATE io-ZZ -9s SCALE: AS SHOWN Flme°°: PR°E CHECKED: t z SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 2 OF: 3] t Pt I T�Y'8 5 3 I I i 11-V ® I 6'PVC 3.10 +45' 6 "PVC 4.10 6-PVC 10. 0 +(2)45' CONNECTION ELEV. 2 .72 CONNECTION EL V. 25.49 CONNECTI N ELEV. 26.01 TEE ELEV. 24.62 TEE ELEV. 25.0 TEE ELEV. 25.04 TEE LT 3 +71 TEE LT 4 +70 � TEE LT 4+72 - - � BRICK ALL cU' � WAL 1 Y Y � ELECT. H.H. Y z ° zo a l ASPHA 1 G RAVEL GA - RAVEL GAR. CON 1 ELECT. VAULT :7: a ° i �Q�Pv \ SSM 54 1 PAR ING . C 0 N C R E T E. U P 111 RIM 29.96 LAID TO ERE 0 0 Q NEW CONC. DRIVEWAYS IE 2C06 S -N 8 CB -i z z MH LDD _ - o ' AND SIDEWALKS REQUIRED. IE 24. � 0 REMOVE XIST. SD 10 -17 RIM 29,2 0 1 o I RIM 29.65 WCUT EXISTING PAVEMEN L ID TO HERE �MO ERE BOT 2 .8 IE 22.21 E & W 24" -95 LAI TO HERE TOP 25.45 N & S 10" z 2 10 -13 -95 AY 10-18-95 TEE RT +23 36 LAI 0 HERE TEE ELEV. 25.21 SSMH 54 1 -1 -95 TEE RT 3 +01 TEE RT 3 +31 CONNEC -- RIM 29.60 N BURT D TRAFFIC CABLE - TEq RT 4 +22 TEE RT 4 +55 6-PVC 5.00 IE 22.18E 24 ° -SCHEDULE B EX 24" I RIM 29.45 TEE ELEV. 4.34 TEE ELEV. 24.52 TE ELEV. 24.84 TEE ELEV. 24.97 IE 22.18 W 24 "' SANI ARY SEWER REHABILITATI N IE 23.55 12 CONNECTIO ELEV. 25.47 CONNECTION ELEV. 2 .84 CO NECTION ELEV. 25.92 CONNECTION ELEV. 5.80 IE 23.46 S 8" IE 23.56 12" LENGTH OF 6 "PVC 4.12 +22 -1 /2' 6 "PVC 4.00 +22 -1/2 6' C 4.00 +22 -21/2' 6 "PVC 7.00 R NON SEE BEET 32 REFERENCE NOTE: LAID TO RE 10 10 -95 IE 27.16 8" 13 14 15 16 17 18 19 20 21 Ot RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" PVC CB 48' 10 -9- 5 NO WORK 811 N 4TH ST BOT 21.5 , 334 WI LIAMS AVE N , 328 WILLIAMS AVE N , 324 WILLIAMS AVE N I 320 /2 LLIAM3 , 316 1/2 WILLIAMS , ANITARY SEWER IN ACCORDANCE WITH THE CITY OF RIM 29.36 AVE N - AVE N 312 WILLIAMS AVE N 310 WILLIAMS AVE N I�ENTON STANDARD PLAN # BO 82, DRAWING # BR 35. IE 22.21 SAMT MIC TEE R 1 +44 TEE RT 1 +96 TEE RT 2 +40 IE 22.95 NNEO 2 TEE E EV. 23.43 TEE ELEV. 23.9 TEE ELEV. 24.1 TEE RT 3 +74 TEE- RT 3+84 -- -- IE 22.10 E3&4.75 EXIT. "CLAY 24.87 4 "CLAY 25.49 CONNECTION E V. 25.73 TEE ELEV. 24.64 TEE ELEV. .65 BENCH MARK -- -- BOT 20.2 LENG OF 6 "PVC 3.60 +45' BEND 6 "PVC 5.10 LENGTH OF PVC 4.50 +22 -1/2' CONNECTION ELE 25.80 CONNECTION ELEV. 25.82 6'PVC 4.00 +45" 6'PVC 3.00 22 -1/2' [HISLED SQUARE AT B CK OF WALK w P,T NE QUADRANT INT. 'OF N. BROOKS z 0 w WILLIAMS AVE N PLAN N AND FACTORY ° w m _ N N SCA - °_0' ELEV. 37.04 _ co � _ Q I- W 10 M: N N r ^ z M m m to 10 - 2 !n V) N J J N m ODm J M W O : , ..................... . M ..................H. �' - V).t...M..... .... O .....N. �. ... .. N. N.......... ............................... a ...0 -. �.....-............_........................: ........................:...... r . .... N........:........ 11, 40 to ° .. N Z W U m �U } �'t0 N N ) 10 W O N ai a F 0 z MAN ~ v!/7 W OF a 0 Q a N� - a N _O O�� O �° ODQ N W vt Xatn Of % " "cN O rn} '� 302 H I. I� O W VC14-1 � N �,O N Z W M 2 ................. 171.. vOD ... , ;III ............... . 1 °� ¢^ �� zr. ��z.. mw..w. � .... ............................... _� zvin .... +m M...... ............... 35 w :D w > r Q O N N a EXISTING GRADE v PROPOSED ALLEY GRADE Z� �- U _ �(n N -O J a I NS , _ _ zQ N 00 Q ��Qgr °° ¢a�w �ODr ¢�_ °°°° o��w a w �N w -� -LU w rww> www� rwd �ww I vriz wm 0.71% C) V) 0 _ V) Z ; cE V) w- Of cno z 0 � _ -- m �n z �n - - - 0.92% - . .................... C 30 0.50 -y 282.8 J F O 0.499: EXISTING 10" VCP p0% %___ NEW 12 STORM DRAIN I EXIST. 10" -- ----------------- -° �� -� SEWER SAN. SEWER -- -EXISTING 12 „ -Sp - -- - - - - -- ------------------ - - - - -- - ----------------------------------------------------------- --------------------------------------------- - - - - -- - - - - SANITARY --- "-=-=------------------ - - - - -- ---:-------------------- - - - - -- -------------------------------------------- ----- ........... 25 ......--- - - - - -- jDL-1 f -_- - -- "I' E 8" PVC SANITARY SEWE NEW 8" PVC SANITARY SE WE PLUG ABA a0 -4 6.05 97 LF 0 0.25% A 81.1 LF ® 1.65% 03 LF 0 0; ° " o °F AN N W 12 TORM DRAIN + r + ° H J + + + N N r rn F- +� aNJ+ wf°. + + J �+ wd + J O J�A + J .. F _ + .,.� ..... ..... .. .. ...... ... .. ..... .. ... ... ...... .. .... ... .. .. ... ... 0 N w .. .+t ....w . oo.......... ^ . 20 SCHEDULE B EX. Q a t 3 � 66 : � � � n o � c7 � Q r` � � m � � o LLJ + . L'i Ld Q w w m Q w w w w w w w w w+ w +N w w} w Ho+ w+ w t w R1TO84 24" SANITARY o o cn ± ± N + N oNO V) � ± n cn N cn,+� cn 1) V) N cn r� M _ tn,+d cn cn N n N n q^FSSGISTE SEWER REHABILITATION c� N N w w _ _ 0 _ Q ¢ w _ wQwQ wQwQ: wQ wQ wQwQ - W wQ w¢ w w w w wQ wQ wQ ONALE SEE SHEET 32 0 0 °�F °�� o� aw .� °-� ��aF °-� c?I °- ° -� jw ° °� 1 °r °� °� °a >w e ° ° ° _1RU 3/26 w W > w (n a cn ..u) u) Un N...... � W " V U) cn N....... U V V) Ut U U1 U) U) U) U) U) V) Ul Ulm (n.N......... cn fA �............ (n V) (n U) .. N N.... ... N.�.... N N ... . . .. . �.N. .. . ..... . . w � 4-+ 00 4 +86 5 +00 6 +00 1+00 2 +00 3 +00 n ROCK TO HERE M CITY OF RENTON PROFILE w HAMMOND, COLLIER & WADE - SCALE 1" = 20' H °� LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 1CK D �, y N AS -BUILT CERTIFICATION 1 = 5 V CENTRAL RENTON SEWER REPLACEMENT yt .� 4010 STONE WAY N - I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SEATTLE, WA 98103 -8090 ALLEY BETWEEN WELLS AND WILLIAMS r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS S -0513 (206) 632 -2664 acWL I o� SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY fv ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL FROM N 4TH ST TO STA 6100 6=t DESIGNED: REB DATE: 6/26/95 FILE NAME: fO%L LAN9 PLAID REVIEW DATE DRAWN: DPH F.D. RINGEL LS. 23613 DATE io-ZZ -9s SCALE: AS SHOWN Flme°°: PR°E CHECKED: t z SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 2 OF: 3] t Pt I T�Y'8 5 3 I I i 11-V ® I - - � BRICK ALL cU' � WAL 1 Y Y � ELECT. H.H. Y z ° zo a l ASPHA 1 G RAVEL GA - RAVEL GAR. CON 1 ELECT. VAULT :7: a ° i �Q�Pv \ SSM 54 1 PAR ING . C 0 N C R E T E. U P 111 RIM 29.96 LAID TO ERE 0 0 Q NEW CONC. DRIVEWAYS IE 2C06 S -N 8 CB -i z z MH LDD _ - o ' AND SIDEWALKS REQUIRED. IE 24. � 0 REMOVE XIST. SD 10 -17 RIM 29,2 0 1 o I RIM 29.65 WCUT EXISTING PAVEMEN L ID TO HERE �MO ERE BOT 2 .8 IE 22.21 E & W 24" -95 LAI TO HERE TOP 25.45 N & S 10" z 2 10 -13 -95 AY 10-18-95 TEE RT +23 36 LAI 0 HERE TEE ELEV. 25.21 SSMH 54 1 -1 -95 TEE RT 3 +01 TEE RT 3 +31 CONNEC -- RIM 29.60 N BURT D TRAFFIC CABLE - TEq RT 4 +22 TEE RT 4 +55 6-PVC 5.00 IE 22.18E 24 ° -SCHEDULE B EX 24" I RIM 29.45 TEE ELEV. 4.34 TEE ELEV. 24.52 TE ELEV. 24.84 TEE ELEV. 24.97 IE 22.18 W 24 "' SANI ARY SEWER REHABILITATI N IE 23.55 12 CONNECTIO ELEV. 25.47 CONNECTION ELEV. 2 .84 CO NECTION ELEV. 25.92 CONNECTION ELEV. 5.80 IE 23.46 S 8" IE 23.56 12" LENGTH OF 6 "PVC 4.12 +22 -1 /2' 6 "PVC 4.00 +22 -1/2 6' C 4.00 +22 -21/2' 6 "PVC 7.00 R NON SEE BEET 32 REFERENCE NOTE: LAID TO RE 10 10 -95 IE 27.16 8" 13 14 15 16 17 18 19 20 21 Ot RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" PVC CB 48' 10 -9- 5 NO WORK 811 N 4TH ST BOT 21.5 , 334 WI LIAMS AVE N , 328 WILLIAMS AVE N , 324 WILLIAMS AVE N I 320 /2 LLIAM3 , 316 1/2 WILLIAMS , ANITARY SEWER IN ACCORDANCE WITH THE CITY OF RIM 29.36 AVE N - AVE N 312 WILLIAMS AVE N 310 WILLIAMS AVE N I�ENTON STANDARD PLAN # BO 82, DRAWING # BR 35. IE 22.21 SAMT MIC TEE R 1 +44 TEE RT 1 +96 TEE RT 2 +40 IE 22.95 NNEO 2 TEE E EV. 23.43 TEE ELEV. 23.9 TEE ELEV. 24.1 TEE RT 3 +74 TEE- RT 3+84 -- -- IE 22.10 E3&4.75 EXIT. "CLAY 24.87 4 "CLAY 25.49 CONNECTION E V. 25.73 TEE ELEV. 24.64 TEE ELEV. .65 BENCH MARK -- -- BOT 20.2 LENG OF 6 "PVC 3.60 +45' BEND 6 "PVC 5.10 LENGTH OF PVC 4.50 +22 -1/2' CONNECTION ELE 25.80 CONNECTION ELEV. 25.82 6'PVC 4.00 +45" 6'PVC 3.00 22 -1/2' [HISLED SQUARE AT B CK OF WALK w P,T NE QUADRANT INT. 'OF N. BROOKS z 0 w WILLIAMS AVE N PLAN N AND FACTORY ° w m _ N N SCA - °_0' ELEV. 37.04 _ co � _ Q I- W 10 M: N N r ^ z M m m to 10 - 2 !n V) N J J N m ODm J M W O : , ..................... . M ..................H. �' - V).t...M..... .... O .....N. �. ... .. N. N.......... ............................... a ...0 -. �.....-............_........................: ........................:...... r . .... N........:........ 11, 40 to ° .. N Z W U m �U } �'t0 N N ) 10 W O N ai a F 0 z MAN ~ v!/7 W OF a 0 Q a N� - a N _O O�� O �° ODQ N W vt Xatn Of % " "cN O rn} '� 302 H I. I� O W VC14-1 � N �,O N Z W M 2 ................. 171.. vOD ... , ;III ............... . 1 °� ¢^ �� zr. ��z.. mw..w. � .... ............................... _� zvin .... +m M...... ............... 35 w :D w > r Q O N N a EXISTING GRADE v PROPOSED ALLEY GRADE Z� �- U _ �(n N -O J a I NS , _ _ zQ N 00 Q ��Qgr °° ¢a�w �ODr ¢�_ °°°° o��w a w �N w -� -LU w rww> www� rwd �ww I vriz wm 0.71% C) V) 0 _ V) Z ; cE V) w- Of cno z 0 � _ -- m �n z �n - - - 0.92% - . .................... C 30 0.50 -y 282.8 J F O 0.499: EXISTING 10" VCP p0% %___ NEW 12 STORM DRAIN I EXIST. 10" -- ----------------- -° �� -� SEWER SAN. SEWER -- -EXISTING 12 „ -Sp - -- - - - - -- ------------------ - - - - -- - ----------------------------------------------------------- --------------------------------------------- - - - - -- - - - - SANITARY --- "-=-=------------------ - - - - -- ---:-------------------- - - - - -- -------------------------------------------- ----- ........... 25 ......--- - - - - -- jDL-1 f -_- - -- "I' E 8" PVC SANITARY SEWE NEW 8" PVC SANITARY SE WE PLUG ABA a0 -4 6.05 97 LF 0 0.25% A 81.1 LF ® 1.65% 03 LF 0 0; ° " o °F AN N W 12 TORM DRAIN + r + ° H J + + + N N r rn F- +� aNJ+ wf°. + + J �+ wd + J O J�A + J .. F _ + .,.� ..... ..... .. .. ...... ... .. ..... .. ... ... ...... .. .... ... .. .. ... ... 0 N w .. .+t ....w . oo.......... ^ . 20 SCHEDULE B EX. Q a t 3 � 66 : � � � n o � c7 � Q r` � � m � � o LLJ + . L'i Ld Q w w m Q w w w w w w w w w+ w +N w w} w Ho+ w+ w t w R1TO84 24" SANITARY o o cn ± ± N + N oNO V) � ± n cn N cn,+� cn 1) V) N cn r� M _ tn,+d cn cn N n N n q^FSSGISTE SEWER REHABILITATION c� N N w w _ _ 0 _ Q ¢ w _ wQwQ wQwQ: wQ wQ wQwQ - W wQ w¢ w w w w wQ wQ wQ ONALE SEE SHEET 32 0 0 °�F °�� o� aw .� °-� ��aF °-� c?I °- ° -� jw ° °� 1 °r °� °� °a >w e ° ° ° _1RU 3/26 w W > w (n a cn ..u) u) Un N...... � W " V U) cn N....... U V V) Ut U U1 U) U) U) U) U) V) Ul Ulm (n.N......... cn fA �............ (n V) (n U) .. N N.... ... N.�.... N N ... . . .. . �.N. .. . ..... . . w � 4-+ 00 4 +86 5 +00 6 +00 1+00 2 +00 3 +00 n ROCK TO HERE M CITY OF RENTON PROFILE w HAMMOND, COLLIER & WADE - SCALE 1" = 20' H °� LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 1CK D �, y N AS -BUILT CERTIFICATION 1 = 5 V CENTRAL RENTON SEWER REPLACEMENT yt .� 4010 STONE WAY N - I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SEATTLE, WA 98103 -8090 ALLEY BETWEEN WELLS AND WILLIAMS r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS S -0513 (206) 632 -2664 acWL I o� SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY fv ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL FROM N 4TH ST TO STA 6100 6=t DESIGNED: REB DATE: 6/26/95 FILE NAME: fO%L LAN9 PLAID REVIEW DATE DRAWN: DPH F.D. RINGEL LS. 23613 DATE io-ZZ -9s SCALE: AS SHOWN Flme°°: PR°E CHECKED: t z SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 2 OF: 3] t Pt I T�Y'8 5 3 I I i 11-V ® I