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Home My WebLink AboutzS-0513Setw w CITY OF RENTON CENTRAL RENTON SEWER REPLACEMENT NW 1/4 SECTION 17, TOWNSHIP 23N, RANGE 5E SHEET VICINITY MAP N.T.S. CK DR As t'%^ /' •sJULT CERTIflCATiON AY. I HERESY CERTIFY TENT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SFORM DRAM AND SANITARY SEWERS 236113 SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. WELLS AVE N /PELLY AVE N ALLEY F.D. RINOEL LS. 23613 DATE: - ./11197 SHEET 10 P -s 7 - Ora, SHEET 11 I 11 - 1 �3 INDEX TO DRAWINGS SHEET 1 VICINITY MAP & INDEX TO DRAWINGS SHEET 2 WILLIAMS AVE N /WELLS AVE N ALLEY SHEET 3 WILLIAMS AVE N /WELLS AVE N ALLEY SHEET 4 WILLIAMS AVE N /WELLS AVE N ALLEY SHEET 5 N 2ND ST - WILLIAMS TO WELLS SHEET 6 WILLIAMS AVE N/N 1ST ST - EASEMENT SHEET 7 WELLS AVE N /PELLY AVE N ALLEY SHEET 8 WELLS AVE N /PELLY AVE N ALLEY SHEET 9 WELLS AVE N /PELLY AVE N ALLEY SHEET 10 WELLS AVE N /PELLY AVE N ALLEY SHEET 11 PELLY AVE N /PARK AVE N ALLEY SHEET 12 PELLY AVE N /PARK AVE N ALLEY SHEET 13 PELLY AVE N /PARK AVE N ALLEY SHEET 14 PELLY AVE N /PARK AVE N ALLEY SHEET 15 PARK AVE N /GARDEN AVE N ALLEY SHEET 16 PARK AVE N /GARDEN AVE N ALLEY SHEET 17 PARK AVE N /GARDEN AVE N ALLEY SHEET 18 GARDEN AVE N /MEADOW AVE N ALLEY SHEET 19 GARDEN AVE N /MEADOW AVE N ALLEY SHEET 20 GARDEN AVE N /MEADOW AVE N ALLEY SHEET 21 FACTORY AVE N - N 4TH ST TO N 3RD ST SHEET 22 FACTORY AVE N - N 3RD ST TO N 2ND ST SHEET 23 FACTORY AVE N - N 2ND ST TO N 1ST ST SHEET 24 N 4TH ST - FACTORY TO HOUSER SHEET 25 N 3RD ST AT HOUSER SHEET 26 N 4TH ST /N MARION ST ALLEY SHEET 27 N 4TH ST /N MARION ST ALLEY SHEET 28 N MARION ST /N 3RD ST ALLEY SHEET 29 N 3RD ST /N BROOKS ST ALLEY SHEET 30 N BROOKS ST /DUNN LUMBER EASEMENT SHEET 31 N 4TH ST - BURNETT AVE N TO STA 6 +00 SHEET 32 N 4TH ST - STA 6 +00 TO STA 11 +50 SHEET 33 N 4TH ST - STA 11 +50 TO STA 17 +00 SHEET 34 N 4TH ST - STA 17 +00 TO STA 22 +00 SHEET 35 N 4TH ST - STA 22 +00 TO FACTORY AVE N SHEET 36 DETAILS SHEET 37 SYMBOLS & ABBREVIATIONS S -0513 RECOMMENDED FOR APPROVAL PLAN REVIEW DATE WASTEWATER UnUTY DATE WATER UnUTY DATE TRANSPORTATION DATE REVIEW FOR COMPLIANCE TO CITY'S STANDARDS UTILITY SYSTEMS DIRECTOR DATE MAINTENANCE SERVICES DIRECTOR DATE II I I it :f 167 TUKWILA E. BER OF WASyCSJ, p0 SITE M 7064 N.T.S. 9o�F sf oNAS�\ E IRES 3/25/05 HAMMOND, COLLIER & WADE— CITY OF RENTON LIVINGSTONE ASSOC., INC. bEPARTMENT OF PUBLIC WORKS 4010 STDNEWAY N. CENTRAL RENTON SEWER REPLACEMENT SEATTLE, WA 98103 -8090 (206) 632 -2664 acw -L VICINITY MAP & INDEX TO DRAWINGS o DESIGNED: REB DATE: 6/26/95 FILE NAME: DRAWN: DPH CHECKED: SCALE: N /A NEW BOOK: PACE BY APPR. DATE APPROVED: SHEET: 1 OF: 37 Pusuc i r rw I �F L/ 1 LI 1 I WELLS 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 WELLS VE N c 6 "PVC 9.21+(2)4 5' N vp.\v 3.10 6 "PVC 3.65 E _,00 ECT1ON ELEV. 27.18 CONNECTION ELEV. 26.44 309 WELLS AVE N CONNECTION ELEV. 21.70 CB- II'48" TEE EL '. 25.30 TEE ELEV. 25.46 SIDE SEWER OUT OF RIM 0.70 � , TEE LT 7 +84 TEE LT 8 +26 243 WELLS AVE N 237 WELLS AVE N 235 WELLS AVE N 231 WELLS AV 2 MANHOLE 6 +49 IE 1.86 S 12" s' 0 ' BO 20.2 /� ry 17 N 3RD ST 25 WELLS AVE N 1 245 WELLS AVE N' 6 5 4 3 821 N 3RD ST ° ? 9 8 6 "PVC 5.00 +45' I ° MET 0 CONNECTION 7 TEE ELEV�25.62 V. 6.25 NEW 12" STORM DRAIN 2�� PRO ECT BY OTHERS 6 "PVC 9.00 6 "PV 2.95 6 "PVC 4.65 TEE LT V. BY OTHERS) CONNECTION 27.33 CONN CTION ELEV. 27.07 CONNECTION ELE . 27.61 S MH - 54 BURIE TRAFFIC CABLE TEE ELEV. N 53 TEE LEV. 25.86 TEE ELEV. 26.48 IM 32.01 c� -- -- - -- 1 IE 25.98 N/S 8" N TEE LT 8 +46 TEE T 9 +11 TEE LT 9 +90 I SS H 54 & / Z CITY OF RENTON / I w RI 30.59 NEN 48" CB TYPE 2 J PROJECT REMOVE AND REPLACE 6 "PVC .3 = IE 25.56 N 8" N/I' RING AND COVER METRO PROJECT EXISTING ALLEY PAVEMENT 6 "PVC 4.01 CONINE TIO ELEV. 27.90 V) STA +40 (B OTHERS) / / WI IL INSTALL CB CONNECT1011 ELEV. 27.19 TEE E EV. 6.25 w NEW 4" 4 MH # -2 / Y 5 "PVC 4.30 TEE ELEV. 6.28 TEE 10 +21 w w MH � MO I ORIN WELL i ONNECTION ELEV. 26.69 TEE LT 9 +� O w c/) CONNECT SIDE RIM 30.81 C 36 cn SEWER TO MH IE 26.0 c0 HOU E ELEV. 25.70 STA " o ,, CON _ ',TEE LT 8 +70 � NEW 5 � MH #A -3 � + SHED 1 1 LUGGE �Q ZrIl 1 GA AGE w 10 -20 -9 - DR. /P KG.- 1. w CON DR. GAR. �p / U GAR GE LGAVEL/R KG Q ° 2. _ __ __ GONCR TE' -- - CONCRET E p Ln U) EW 8 V 7 00 + w SAN SEWER 9+00 O z ROCKERY -- -- - _ -- -- - -- -- J 1 1 1 N U CONC. WALL S HALT PAR ING CONC PARKING I HO SE LAID TO HERE 2 - STEEL 8" z Q BURIED 2 10 -20 -95 CONC. BO RD GUARD POSTS � LAID TO HERE cD ° Cv TEL. J -B X STA 7+34 SHED L , ID TO HERE ELEV. 10 -19 -95 TRANSF J SIGNAL NEW METRO CONNECTION 40 -23 -95 26.04 = 25 SET J_ 'BOX / MANHO (BY OTHERS) TEE RT 8 +80 L6=.00 +38 v BOX TEE ELEV. 25.73 25.97 SSMH 54" 10 E RT 10 +19 ¢ 81 N 3RD ST 10 .18-95 CONNECTION ELEV. 27.24 ON ELEV. 26.75 RIM 30.88 g16 N 3 D ST 6 "PVC 5.40 E ELEV. 2- ELE *. L' -6& CB TYPE I NEW 8" SAN. SEWER "PVC 6.00 R MOVE AND REPLACE RI 30.64 E (STING ALLEY PAVEMENT I 26.39 N METRO CONNECTION TEE RT 8 +04 TEE RT 8 54 E RT 9 +09 5 OT 25.0 (BY OTHERS) TEE ELEV. 25.38 , TEE ELEV. 25.63 E ELEV. 25.85 TEE RT 10 +45 BENCH MARK CONNECTION ELE . 25.63 CONNECTION ELEV. 26.52 ONNECTION ELEV. 2 .05 TEE ELEV. 26.41 36 REMOVE TEMP. METRO o INSTALLED CLEANOUT 6 "PVC 5.40 6 "PVC 4. "PVC 4.30 CONNECTION ELEV. 27.43 17 REFERENCE NOTE: CHISLED SQUARE AT BACK OF WALK TEE RT 6 +05 6 "PVC 4.50 TEE ELEV. 25.60 15 16 lO RECONNECT EXISTING SEWER SERVICE TO NEW AT NE QUADRANT INT. OF N. BROOKS CALC MIC NO HOUSE # ; 216 WILLIAMS NO HOUSE # 8" PVC SANITARY SEWER IN ACCORDANCE WITH CONNECTION ELEV. 26.13 AND FACTORY N4458.87 AVE N THE CITY OF RENTON STANDARD PLAN # BO 82, ELEV. 37.04 6 "PVC 2.65 __ E3362.67 1 I DRAWING # BR 35. PLAN N O SCALE 1" = 20' w z o w WILLIAMS AaVE N + z d) W LLJ J O w .................�. -a0 - cn t0 .N... .-.m o = O = cn 0 01 �� o0 �. NN+ NN W O�y.J..M� 1n M _ �d I L!]N ¢f- W O C7 n N W } N N ¢mow 0¢N �N. Ja O:-. �� : UW 00 n. (p v~"0 O :E V) N (n (n v= ¢ O z ^ m 5 O' Z = N N - N .................................. ..........:.............. . . . . .. ................... N �. M ................. 40 - - - - - - cn Ir7. ¢.... Z..... o ?.....Er .. (o co ....:.... Z F �......� .. o ¢ m M Ul ¢ - W r7 r7 O O DO -61 5 U K O Qi Oi U} D. W �-. O �. + ,t m Z: + +W +O00 04 c) 4 8�� Om iM }� r!f co L0 m m ¢ I- � -d' o w w C° ~ w %2q EXISTING PROFILE O w 0v _ : S �M f_ z _ PROPOSED ALLEY GRADE ¢ 00 00 �0- oJ. ¢a¢ ¢off �}cn0o c�i +cn. w vvmF ui � ....................... 35 �........ d. .O.U. N ..... - - W W 35 ((nzF mow: cn (0 V) Z+ �X�Wmww } Qom: adz 0000�b `�� cnzn -- O zmwwV))N r�z� �ww zm W Lu 30 ...........038 %.. �ODg. . EXISTING 8" VCP 0 �� . EXISTING 10 VCP ` o e c SANITARY SEWER SANITARY SEWER --------------------- 39.7 LF O .044 - �: - - - -- ----------- - - - - -- ----------------------------------------------------------------------------------- ------------ - - - - -- -- --- -- ---------- -- ------------------------------------------------- ------------ -- - - -- - - --=----------- ---- - - - --- - -------- 25 NEW -8" PVC ....... ... PLUG ABANDONED.... i�EW 8" -PVC- SANITARY SEWS ... .... ' ................. NEW' 8 'PVC SANITARY .. 25 SANITARY SEWER :PIPE 0 LF ® 0.40% SEWER °i a 8" PVC SCj ON 0 n t- d , 239.5 LF co o 0) 49.5 LF O 2% �{ 0) : NEW ANNE LO (0 + : +s + r + + c + VEXJ + 40 + . WER C w Df _j o cr 00 _j 00 of w � o w � � � ...:. . A X c0 + SE S + + W W rn ... " ......... . 20o.�� r......�j m ...CO:... ... OTHER..- .....�...�....�... � .... 3 rn..� �y c� do 20 OC) W 1 w X } w ¢000 �O0"� (B Q� ��+ �+ w+ vwi cwn vwi cn+ vwimcwnm vwi vwi vwi yo cn° (n° U) n O n F O (n O N N O h N pp co 11 n r7 r NEW 12" STORM DRAIN ,f w w w w w w w w w w w w w w w¢w¢ w¢ - o 54 LF @ 2% - - o¢ o¢ wQ o¢ o¢o¢oa o¢o¢ o¢ oQ a¢ oa o< aQ 0 ° dJ ELJ -H H O -F- -H -N -H F F- cn F- H (BY OTHERS - - - ............ ..............:................ n (n n n n n W W W W !n (n N n N Sn N. (n N-- !n N to . !n N (n V) to n to N.. to to n N V7 6 +00 ......... ............................... ... 7 +00.. 8 +00 9 +00 10 +00 g PRVFILE HAMMOND, COLLIER & WADE - E Gg D CITY OF RENTON METRO CONNECTION CITY OF RENTON SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. AS -BUILT CERTIFICATION PROJECT PROJECT BY OTHERS PROJECT 1 = 5 V I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 4070 STONE WAY N LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS S -0513 SEATTLE. WA 98103-8090 (206) 632 -2664 HC�/•L SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL 3 23613 ME OR UNDER MY DIRECTION. o s *say° ' �O^aL LAe10 ° F.D. RINGEL LS. 23613 ' ia' L2 -9� PLAN REVIEW DATE DATE SEWER UTILITY DATE NO. REVISION BY APPR. DATE A 5- OS/303 E� BfR WAS,,/ ti� � of �� A�CI OeSTEt"' F � SS)ONAL MIRES w ® I _l "�wp- 27 -0t /,� -]- 6 "PVC 4.55 6 "PVC 2.60 WELL VE N 4T IM 32.58 -- -- IE 25.68 E/ 8' N3917.6 IE 27.42 S i2" - �r -- 115 WELLS AVE N 111 WELLS AVE N -- EC ON ELEV. 28.00 CONNECTION ELE 27.43 CONNECTION EL VE#�j7}�, BOT 24.2 13.00 6'PVC 3.60 3 2 TEE LT TEE ELEV. 26.58 TEE ELEV. 26.7 F6"PVC SSMH 4 NECTION ELEV. 27.26 CONNECTION ELEV. 2 24 � ; ; 105 WELLS AVE N N TEE LT 10 +88 TEE LT 11 +35 , RIM 3 .73 ELEV. 27.06 IE 26! 63 N/S 8 TEE ELEV. 27.43 v S� / ��' 1 w LT 12+# IE 2 W 8" TEE LT 12 +98 �, w � RR TIES 31 HOUSE / 4" FiR } 1 20" CEDARS 227 WELLS AVE N 221 WELLS AVE N .63 a SAWCUT STREET 121 WELLS AVE N Q \ O�G' G 1 NEW 12" SD 2 STA 11 +45 co PAVEMENT AND PATCH - 125 WELLS AVE N 4 6'PVC 6. 0 o 2 TEE RT 13 +03 = 1 5 0= V STA 14 +34 WITH 48" CB TYPE 2 WITH FRAME AND GRA E 1 (96 5 CONNEC ON ELEV. 27.96 TEE 27.64 P WER VAULTS NEW 54" 4 MH #A- # BLDG r� REMOVE ND REPLACE �5 36 o 129 WELLS VE N 6 "PV 3.65 TEE LT 1 +44 B IM 33.73 D �Q J EXISTING LLE PAVEMENT 36 w MH Y STA 11 +71 6 CON ECTION ELEV. 28.54 r " TEE LEV. 27.43 1 REMOVE AND REP ACE EXISTING ALLEY P VEMENT I 32.03 S 10" I 32.23 E 6" J / w -1 = RIM 32 77 Q 47 Z NEW CB TYPE o TEE T 12 +88 �� \ \/ 1 32.07 W 6" a 6 "P C .40 CON EC ON ELEV. 28.00 TEE ELE .27.89 TEE LT 4 +01 AREA OF PROBABLE BURIED POWER, TELE, & CABLE TV CONDUITS cn LAID TO HE -------------------------- ------ IE 27.00 N & S o v . ............. ..... .:..... C) STA 11 +91 NEW CB TYPE 1 1 "' (_4) C 36 o J o................... z U) � ; ; fir- � w w " - v S� / ��' OR w 24 C TYPE I HERRY �, w � RR TIES 31 HOUSE / 4" FiR } 1 20" CEDARS � o o ,� 3 - a 1 Q \ O�G' G w � o 0 -24-95 o 2 TEE RT 13 +03 = 1 5 0= V _ DO i) C) 0 0 .• ��F ' o V 25. 1 RI 32.26 TEE RT 11 +05 21 BLDG NEW CONCRETE DRIV AYS AND SIDEWALKS REQ [RED 36 7 TEE ELEV. 27.50 - :27-9]6 SSMH 54" 33.65 1 PLANTER- D �Q J REFERENCE NOTE: Q < TEE ELEV. 26.68 814 N 2ND ST ELEV. 27.43 = 0 j 1 CONC. RIM IE 27.85 GAR. �� \ \/ O RECONNECT EXISTING SEWER SERVICE TO NEW SANITARY ACCORDANCE 6 PVC 6.00 R• o IE m IE 27.81 N 1 28.06 S 1 1ST ST GRPS 5 ® / ,' GARAGE I IL c� HEDGE GRASS w o PARKIiJ CONNECTION ELEV. 27.97 TEE ELE . 27.05 PLAN 5 0 PROTECT EXISTING GARAGE. PROVIDE SHORING, T 6.5 r 6 "PVC 6.67 GRp55 __ __ o OR BORE TO PROTECT STRUCTURE FROM CHISLED SQUARE AT BACK OF WALK v W 6 "PVC .25 - -- -- SETTLEMENT. 2 +oG _ NEW 8" SANITARY S WER 14+00 AND FACTORY of w Q Fr Pvc S, -------------------------- ------ - - - --- - NEW 8" PVC SANITARY SEWER 25 .............. . ............. ..... .:..... 109,1 LF 0 .42% N W 12" STORM DRAIN 21.1 LF 0 1.85% J o................... z ......W amo....:... ... 3 + 1n + z STA 11 +59 MET %L GUARD 3 TYP -- GRAVE RIM 32 -- - - - n o " o " - o o "� V> CO o o F I S� / ��' � VAUL U w w REPLACE EXIST. MH POS �, w � RR TIES 31 HOUSE / 4" FiR } 1 20" CEDARS � o o ,� 3 - a Q \ = WITH NEW 54" 4 MH MH A -4 + w> G BOT 27. 5 /8' o 2 TEE RT 13 +03 = - w _ DO i) C) 0 0 .• ��F ' o G' � TEE RT 11 +05 21 ZQ - NEW CONCRETE DRIV AYS AND SIDEWALKS REQ [RED 36 7 TEE ELEV. 27.50 - :27-9]6 SSMH 54" 33.65 c� 1 D �Q REFERENCE NOTE: Q < TEE ELEV. 26.68 814 N 2ND ST ELEV. 27.43 Q SAWCUT EXIST. PAV ENT 815 N 2ND ST CONNECTION ELEV. "PVC RIM IE 27.85 N/S S" a0 _ / �� \ \/ O RECONNECT EXISTING SEWER SERVICE TO NEW SANITARY ACCORDANCE 6 PVC 6.00 6 4.65 812 N 1 1ST ST ® / ,' THE CITY PLDANN r_ MATCH LINE STA 2 +75 SEE SHEET 5g5 F -- DRAWING # BR 35. BENCH MARK CONNECTION ELEV. 27.97 TEE ELE . 27.05 PLAN 5 0 PROTECT EXISTING GARAGE. PROVIDE SHORING, r 6 "PVC 6.67 CONNE ON ELEV. 29.06 SCALE 1" = 20' OR BORE TO PROTECT STRUCTURE FROM CHISLED SQUARE AT BACK OF WALK v W 6 "PVC .25 SETTLEMENT. AT NE QUADRANT INT. OF N. BROOKS _ W AND FACTORY of z w ELEV. 37.04 - + m J + w co _ LO Q F-- W M W � N .m cow co 00 CV d VI H d- n m ••-) 7mQ , X. � U U $i W :� = nF- +�Z WU =� .Zvi +m NQ:U) 9 �U 35 ............................. Q� �. - 00 a) ao eo.�3 v~iz3 �wWm�:z1Ln� dwww 30 ........ EXISTING -8" _ VCP ......................'. SANITARY SEWER ---- ----------------- 1---=-------------------------- -------------------------- ------ - - - --- - NEW 8" PVC SANITARY SEWER 25 .............. . ............. ..... .:..... 109,1 LF 0 .42% N W 12" STORM DRAIN 21.1 LF 0 1.85% J o................... 20 ........:. ......W amo....:... ... 3 + 1n + n W (n O V) W + W Q w Q (n .... Fwn � N L3 Q ..... ....- . 11 +00 rnN..... O 0) (0:- r 000 O N N NI N re) w. d' vZ1n ~ NO] U N N -o.W. W WQpz -m L 0 ........................................................................................ ............ N w .. .....� ..... d 117 N J MJ _ vF to M N O= NN M glr + ¢ \ .......... . Z ..0 cj - --------------- --------- ------- ------ - ---- ---------- --- M7. v'- PROPOSED ALLEY GRADE EXISTING GRADEw a co x N _ Z� EE W Li V) --- - - -- .. .. .. .. .. .. . ......................... o Fr Wm I cvggs6 KjG> AS -BUILT CERTIFICATION - Cn I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL IT. r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS pa SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY +g, 23613 v�" ME OR UNDER MY DIRECTION. EVIRES 99! /•11/97 F.D. RINGEL L.S. 23613 DATE• / -Z--i-' "W9 s 4. 0.78% EXISTING 8" VCP SANITARY. SEWER ...:...............:. ......:.................... . ... . ------------------------------ ------- - ---------------------- -- ------------=------------------- - - - - -- - -�, ---- - - - - -- NEW 8" PVC SANITARY SEWER------------------ - - - --- : 275.4 LF O H H M J J J 00 J co W M ..... ....... ..... .......... Lu+ Lu +jt W w� w Lu Lu fn N Vl N VIM 1n o< o< o� of o< - In �n cn N N v) N 0 cn ... N.... ............ .................. ...................... ............ I ........... ....... 13 +00 14 +00 15 +00 PROFILE SCALE 1" = 20' H 1" = 5' V S -0513 40 35 30 25 E. BfR WA.3 y, , N Z R 17084 PGISTEK" eSSJONAL 6�G\ E-RIM 3/26/ < n I ''',mot u r r _I �,�� ,•�,� - m- 4 . #�s I r pr I " :E :T w ® I 1---=-------------------------- - --- -- 19:0 LF 0 1:3 % NEW 12" SD J N WWN{W3y{N...:....... }(� ............... _ ...�N w + <t U) U) V)NNN Q \ C. .- cn� F U) cn N NV) V) ... .... .. ............................ 12 +00 cvggs6 KjG> AS -BUILT CERTIFICATION - Cn I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL IT. r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS pa SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY +g, 23613 v�" ME OR UNDER MY DIRECTION. EVIRES 99! /•11/97 F.D. RINGEL L.S. 23613 DATE• / -Z--i-' "W9 s 4. 0.78% EXISTING 8" VCP SANITARY. SEWER ...:...............:. ......:.................... . ... . ------------------------------ ------- - ---------------------- -- ------------=------------------- - - - - -- - -�, ---- - - - - -- NEW 8" PVC SANITARY SEWER------------------ - - - --- : 275.4 LF O H H M J J J 00 J co W M ..... ....... ..... .......... Lu+ Lu +jt W w� w Lu Lu fn N Vl N VIM 1n o< o< o� of o< - In �n cn N N v) N 0 cn ... N.... ............ .................. ...................... ............ I ........... ....... 13 +00 14 +00 15 +00 PROFILE SCALE 1" = 20' H 1" = 5' V S -0513 40 35 30 25 E. BfR WA.3 y, , N Z R 17084 PGISTEK" eSSJONAL 6�G\ E-RIM 3/26/ < n I ''',mot u r r _I �,�� ,•�,� - m- 4 . #�s I r pr I " :E :T w ® I 1 18 19 1 2 -4 802 N 2ND ST 808 N 2ND ST , ti Afn Z SAWCUT STREET PAVEMENT tcla AND PATCH 1 4 rn 6 "PVC 21.60 SSMH 54' 36 36 0 0 CB CONNECTION ELEV 27.6LR2 o z rn RIM 31.50 MANHOLE ELEV 27.5 fi 6'PVC 2 60 r c E 31.00 S 6" TEE RT OUT OF MAN O 8' CONNECTI N ELEV. 29.0 SD MH TEE ELEV 27'29 0 MH E RT 2 18 RIM 32.09 g /2 IE 27.04 E 8" p G t5 IE 28.67 S Z IE 2864 NW 8" n � � z Ell v v C) C) 1 O -.. tJ ' W �D Lo Z r r 1 0 - - I _ 2+00 PVC Ss N N3994.84 N 2ND S l NEW 8" SANITARY SEWER E3361.17 N 1 1 4" Ln w z 1 a \ a ~ RIM 31.69 C) rn z IE 30.89 N 6" z z z ' 0 0 G U U ' CD C') TE LT 1 +85 TEE LT 1 +97 TE ELEV. 27.44 TEE ELEV. 27.39 CO NECTION ELEV. 28.83 CON ECTION ELEV. 2 .74 REFERENCE NOTE: PVC 25.40 O1 RECONNECT EXISTING SEWER SERVICE TO NEW �NEW CONCRETE DRIVEWAY 8" PVC SANITARY SEWER IN ACCORDANCE WITH AND SIDEWALKS REQUIRED THE CITY OF RENTON STANDARD PLAN # BO 82, SAWCUT EXISTING PAVEMENT DRAWING # BR 35. 2 10 , 9 8 BENCH MARK \ , 1 36 801 N 2ND ST 807 N 2ND ST 809 N 2N CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 PLAN SCALE " = 20' -.ID N : M ~ �LaJ N - Z 0 �} to N - J' N'1 N CR > Li Q � N N : S. c� c0 2 40 - 40 W o a M- n- _ Q. N LLJ 04 (j I W z + +_ EXISTING GRADE: +z. Lo v= -j -.--rte 6 - M F- 3: : -0---- ----- -- - -- - - N 00 3:99 . x. W w Z W Z to Ld . N II i 30 ......................... .................... -- - -- -- - - - -- -- -EXISTING 8" VCP ........:....... 30 I, SANITARY SEWER NEW 8" PVC SANITARY SEWER ....... ..... ...... .. ... . ....... . ... ... ..... . . . . 25 ... ........ 148 LF A 0.49 D oE• BEyRCrj ao f WAS Sr n 20 ............................. ............. ........ ... ------ 3i rn 20 0 q (W/1 + VW7 + (W : Cn Cn N P ,Q 17064 �y eGISTE° W Q W Q W d W Q : : /OVAL ENG . .......................... - ...... ....... - .................. - ...... ......- ............. EPIRE53 /26/ 0 1 +00 2 +00 3 +00 �p4SC'�t,�u�r�G PROFILE HAMMOND, COLLIER & WADE — CITY OF RENTON a W G AS -BUILT CERTIFICATION SCALE 1" = 20' H f - I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL i" = 5' V LI VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT �oa SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 23613 6 ME OR UNDCR MY DIRECTION. S -0513 SEATTLO6)W632 -2 646090 acW.L N 2ND ST FROM WILLIAMS AVE N TO ALLEY ♦ L�7p RECOMMENDED FOR APPROVAL F.D. RING= L.S. 23613 DATE: /° Zs f6 DESIGNED: REB DATE, 7/20/95 FILE NAME: EXPIRES 9/11/41 DRAWN: DPH PLAN REVIEW DATE CHECKED: SCALE: AS SHOWN ilELO BOOK: PACE i w �, SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: S OF I I �J �4. ® I 803 N 1ST ST 84 + Ld , , U Q a EXISTING 4' WIDE ; SANITARY SEWER I o EASEMENT —� MATCH LINE SEE SD 12" LFF SS 8" SO MH qG� N i ST ST RIM 34.09 rl C SHED BUSH 5" DECID. , \17 " FIR CHAIN LINK i = SHED �M6 - m FENCE POST REHABILITATED 8" ' RIM 34.84 STA 0 +28 SANITARY SEWER IE 28.64 N & SW 8' REPLACE EXIST. CO WITH NEW 54" 0 MH #B-1 , , BENCH MASK 98 97 , 45 CHISLE' SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS 100 WILLIAMS AVE N I 806 N RIVERSIDE DR I 810 N RIVERSIDE DR AND FACTORY i ELEV. 37.04 ( PLAN SCALE 1" = 20' O 0 a J Z D-- I Q 45 ------ - -w.02 _In --------- - O W S�(n Ld Z Z O x F W Ix-'SL }� 40 ------- U DO LL p -------- jr-j c4bi obj 2007 + >n I- I bi 0 W 0_D QJ3 x }I- - W - 35 -- --- -- WD -.I (n.LL(n - - ----- 30 - - -- - -- 25 - - - - -- i -,CS D R A"UILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL t LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 'c SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 23613 ME OR UNDER MY DIRECTION. r er DOPMES 9/11/1 1 F.D. RINGEL L.S. 23613 DATE 7 wwp- 1�•Ot/3' ---- --- ---- -- ------ - ----- - - ---� - - - - -- EXISTING 8" VCP SANITARY SEWER - 'o� - - - d- to Z OD N Q N C)N -zu) - — !- !________________ ____ __ ______ ___________ 1 `V'1) = = - EXISTING GRADE U) Q�OD 00 W1n0 W17 EXISTING 8" VCP SANITARY SEWER FND MIC \ 'v N3490.35 E3708.82 NOTE: LOCATE AND RECONNECT ALL RESIDENTIAL SIDE SEWERS J.1- 0a a-.. 4 .................: . c � 1E 28.74W12 ® a _ Z (O Lfj 00 C6 N H +. I'lN CURED -IN- PLACE, FOLD & FORM, IE29.09S10" �e " 0 0 Q= �` Ln N ^ N 25 IE 29.29 N 0 z.t i"' -V1ZW W r.` "� ; cD....� I") e _ _ 'o U Z .......... 40 - -- -- -- CB - -- MH -3 CITY OF RENTON X W(n T81 RIM 33.80 1" = 5' V RIM 34.19 4010 STONE WAY N IE 31.7 W 6" IE 27.64 S EASEMENT BETWEEN N 1ST ST, 813 N 1ST ST 1ST ST IE 31.30 N 10 ",ai RHODY 821 N 1ST ST IE 25.84 NW 10" DESIGNED: REB DATE: 6/26/95 FILE NAME: 80 75 ' HEDGE 37 IE 25.87 E TOP 28.44 N 8" CHECKED: SCALE: AS SHOWN RED BOOK: PAGE gig UTl.RY DAD_ NO, REVISION BY APPR. DATE APPROVED: SHEET: 6 OF: 37 (PLUGGED) y CGS HOUSE F , ' ' REHABILITATED 8" + HODIES SANITARY SEWER W r CONC. , a w 4 SQ. POSTS , D I- -; GRASS EXISTING 4' WIDE ' 00 , v �C -" SANITARY SEWER EASEMENT HED 5, . x , , o 14 ' DECID. , C SHED BUSH 5" DECID. , \17 " FIR CHAIN LINK i = SHED �M6 - m FENCE POST REHABILITATED 8" ' RIM 34.84 STA 0 +28 SANITARY SEWER IE 28.64 N & SW 8' REPLACE EXIST. CO WITH NEW 54" 0 MH #B-1 , , BENCH MASK 98 97 , 45 CHISLE' SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS 100 WILLIAMS AVE N I 806 N RIVERSIDE DR I 810 N RIVERSIDE DR AND FACTORY i ELEV. 37.04 ( PLAN SCALE 1" = 20' O 0 a J Z D-- I Q 45 ------ - -w.02 _In --------- - O W S�(n Ld Z Z O x F W Ix-'SL }� 40 ------- U DO LL p -------- jr-j c4bi obj 2007 + >n I- I bi 0 W 0_D QJ3 x }I- - W - 35 -- --- -- WD -.I (n.LL(n - - ----- 30 - - -- - -- 25 - - - - -- i -,CS D R A"UILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL t LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 'c SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 23613 ME OR UNDER MY DIRECTION. r er DOPMES 9/11/1 1 F.D. RINGEL L.S. 23613 DATE 7 wwp- 1�•Ot/3' ---- --- ---- -- ------ - ----- - - ---� - - - - -- EXISTING 8" VCP SANITARY SEWER - 'o� - - - d- to Z OD N Q N C)N -zu) - — !- !________________ ____ __ ______ ___________ 1 `V'1) = = - EXISTING GRADE U) Q�OD 00 W1n0 W17 EXISTING 8" VCP SANITARY SEWER FND MIC \ 'v N3490.35 E3708.82 NOTE: LOCATE AND RECONNECT ALL RESIDENTIAL SIDE SEWERS J.1- 0a a-.. 4 .................: . c � 45 196 tF - INLINE REHABILITATION _ Z (O Lfj 00 C6 N H +. I'lN CURED -IN- PLACE, FOLD & FORM, . �e " 0 0 Q= �` Ln N ^ N 25 PIPE BURSTING 0 z.t i"' -V1ZW W r.` "� ; cD....� I") e _ _ 'o U Z .......... 40 1 +00 GO Q Oo(. DO W J PROFILE HAMMOND, COLLIER &WADE - CITY OF RENTON X W(n O d Of WIv DEPARTMENT OF PUBLIC WORKS 1" = 5' V . 4010 STONE WAY N CENTRAL REN T OiN SEWER REPLACEMENT S -0513 SEATTLE. WA 98103 -8090 (206) 632 -2664 HOWL EASEMENT BETWEEN N 1ST ST, ...............:30 RECOMMENDED FOR APPROVAL N RIVERSIDE, & EAST OF WILLIAMS AVE N = NEW: 8" SANITARY SEWER -- E• BER ' 196 tF - INLINE REHABILITATION _ NEW 8" SANITARY SEWER: m�F�oF WASy2s�� CURED -IN- PLACE, FOLD & FORM, 120 LF - 1NUNE REHABILITATION - -- �e " 0 0 - OR PIPE .BURSTING - - - - - - - - - - - - - ---- ------ ---- CURED -IN- PLACE, - FOLD - �o- FORM -- ------ ------ --- ---- - -- -OR 25 PIPE BURSTING • 17084 F - - - /ONAL ENG EXPIRE6 3/261 .� 1 +00 2 +00 3 +00 PROFILE HAMMOND, COLLIER &WADE - CITY OF RENTON SCALE 1" = 20' H LIVINCSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 1" = 5' V . 4010 STONE WAY N CENTRAL REN T OiN SEWER REPLACEMENT S -0513 SEATTLE. WA 98103 -8090 (206) 632 -2664 HOWL EASEMENT BETWEEN N 1ST ST, RECOMMENDED FOR APPROVAL N RIVERSIDE, & EAST OF WILLIAMS AVE N DESIGNED: REB DATE: 6/26/95 FILE NAME: PLAN REVIEW DATE DRAWN: DPH CHECKED: SCALE: AS SHOWN RED BOOK: PAGE gig UTl.RY DAD_ NO, REVISION BY APPR. DATE APPROVED: SHEET: 6 OF: 37 A13, c) —O F1�GE - s �Ihti I � �' e 1�= �R' a4 - �; 1 7 - iL 5 C� i �5. al Ll PELLY AVE N 341 PELLY AVE N 335 PELLY AVE N 11 337 PELLY AVE N 9 1 NO HOUSE # 6 "PVC 3.20 6 "P IC 3.70 329 PELLY AVE N 325 PELLY AVE N 323 PELLY AVE N 319 PELLY AVE N STA 1 +12 CONNECTION Et3.95 CONNECTION ELEV. 27.11 ' I I I NEW 48" CB TYPE 2 13 12 TEE ELEV. 25. TEE ELEV. 26.08 8 7 6 5 CUT INTO EXIST. STORM DRAIN � TEE LT 2 +40 TEE LT 3 +29 11 -6 -95 11 -6 -95 WITH RING AND COVER 6 "PVC 7.40 6 "PVC 3.45+22-1/2* CONNECT TO EXISTING � BURIED TRAFFIC "PVC 5.00 CONNECTION ELEV. 27.19 CONNECTION ELEV. 27.58 12" STORM DRAIN CONNECTION ELEV. 26. 5 CB- II -48" CABLE TEE ELEV. 25.45 CONNECTION ELEV. 2 66 TEE ELEV. 26.59 TEE ELEV. ,26.95 RIM 30.57 TEE LT 1 +80 TEE ELEV. 25.88 ¢ TEE LT 4 +23 TEE LT 5+15 D� IE 25.18 S 12" SAWCUT STREE z IE 22.95 E 8" PAVEMENT AND TEE LT 2 +77 6 "PVC 4.00 11 -6 -g5 w PATCH IE 22.97 W 8" SIGNAL CONNECTION ELEV. 27.81 6"PVC 3.E5 BOX o REMOVE AN REPLACE BOT 21.1 LT PARKING a EXISTIN ALLEY PAVEMENT I TEE ELEV. 2 .29 LAID T HERE CONNECTION ELEV. 27.20 > 36 36 I � STA 1 +78 ASPHA R M CB-I w' S TEE LT 3 +7 11 -3 95 TEE ELEV., 26.79 0 w MH w NEW CB TYPE I o H ci TEE LT 4 70 J RIM 30.97 LL IE 25.93 N 36 a 0 z CB ELECT. o BOT 24.2 o a HOUSE o a o RIM 30.47 IE 25.67 H•H. 0 1 1 1 1 GONG: 1 GARAGE o 1 U zo f'Q HED E 0 + 1 + IE 28.47 S 6" R SES � PRKG Ln x5� -- -- -- - -- -- -- - -- - - -- Q -SS 8" 2 +0o N 8 N RY SEWER 3 +DO ASPHALT 4 +00 5 +00 UGP L� ELECT. - -- -- -- - - - - - -- - - -- -- -- - z H.H. CIND R BILK WALL ° CpNG .G CO J POWER NE ! 12" STORM GARAGE w w PPRK�N-. _ ° o U S DRAIN Z' a w TA 3 +75 0 o zo . U VAULT o G I, NEW 54" 0 MH #C -1 ° Q PLUG ABAND. SEWER j I NEW CONCRETE DRIVEW YS } TEE ;RT 5 +13 AND SIDEWALKS REQUIR D 2 �' J TEE RT 14 +21 36 o TEE RT 2 +76 TEE RT 3 +7 TEE ELEV. 26.5 ` TEE ELEV. 26.94 '4 14 SAWCUT EXISTING PAVE ENT = TEE ELEV. 25.82 TEE ELEV. 2 .29 CONNEC ON EL V. 27.27 CON ECTION ELEV. 27.43 MH REMO E AND REPLA E CONNECTION ELEV. 6.54 CONNECTION LEV. 4.46 6 "PVC .00 6"P VC 3.65 RIM 30.77 v a SCH DULE B EX. 24" SPEE BUMP AND g 6-PVC 4.00 6 "PVC 1.80 > cD 11-6-95 11- -95 IE 22.89 E & W 24" a SA TARY SEWER STREET SIGNS 3 TOP 26.62 N & S `d- REH BILITATION SEE , SSMH 5,C IE 25.77 (PER OLD `l SHE T 32 TEE RT 1 +93 TEE RT 2 +41 TEE RT 3 +27 RIM 31.58 1 1 TEE R� 4 +68 DESIGN) TEE ELEV. 25.53 TEE ELEV. 25.41 TEE V. 26.06 IE 26.12 N 8" TEE ELEV. 26.77 SSMH- 48'BRICK E RT 1 +42 CONNECTION ELEV. 2 .58 CONNECTION ELE 26.68 CON E% N ELEV. 27.28 IE 26.12 S 8" CONNECTION ELEV. 27.15 RIM 30.73 E ELEV. 25.33 6 "PVC 3.40 6 "PVC 4.60 6 "P 3.95 6 "PVC 2.75 IE 24.78 S 8" C NNECTION ELEV. 26.17 17 18 19 20 11 -6 -95 21 22 IE 23.03 E 24 6 PVC 3.65 14 15 16 IE 22.93 W 24" 338 WELLS AVE N i 330 WELLS AVE N i 326 WELLS 320 WELLS AVE N i 316 WELLS AVE N 350 WELLS AVE N 346 WELLS AVE N 1 340 WELLS AVE N I 1 334 WELLS AVE N AVE N cn nnu I PLAN REFERENCE NOTE: Go BENCH MARK WELLS AVE N f, SCALE 1" = 20' O RECONNECT EXISTING SEWER CI O NEW PVC SANITARY SEWER IN ACCORDANCE WITH w CHISLED SQUARE AT BACK OF WALK ,°� THE CITY OF RENTON STANDARD PLAN # BO 82, J o w LLJ AT NE QUADRANT INT. OF N. BROOKS tl rn DRAWING # BR 35. +_ AND FACTORY �_ N , .DD a s U n ELEV. 37.04 orn 00 a �a Q H w _ u co co 00 W H ° M7 N I' bN >- IA N - _ N�/fpNV'/ :5 V) (n Z - J MI m: Ld (n UT X-vj �r Z- 10 co J = y N N M ^ ^U Q: $i �} M : - _ BLS z (n corn^ �° w3, ^`o z.cnw3�r- N + 0 '307 `" m z EXISTING GRADE 35 ....�- ..gyp._..... -..z. :d:�._..�.. NN =. � ..:...................... Q w D Q Z Q N N a0 a2� �: F- Q� �- F- I w l w ° �i� w w w F w ww�F -w w PROPOSE GRADE U (n - - - VIZ �_ - --O] NZ ,� - m Op %p ............................... 0 0.349 3 30 PNEW .. 2" STORM : SANITARY SEWER - - - -- ----- ------ - - - - -- -------- - - - - -- ---------------------- DRAIN 5.6LF ® 14% ---------- - - - - -- --- -- - - - - -- I; ------------------------------------------------------ - - - - -- - - - -- - - - - - -- --------=-------------------------------- - - - - -- ----------------- - - - - -- - 'I' _--- _-- _- ___- _-- __- _ - -__ -_ - - _-- _ - - . - -� -- - -- -- - - - - -- -----------------------------------.------------------------=-------------------- - - - - -- -- - ------ - - - - -- NEW 8" PVC SANITARY SEWER 5 PJ24'JL BND , `J n NEW 8" PVC SANITARY SEWER E• BeR ' rn 86:9 LF A 0.5% to ��Q` 0f wASySj� S 1�/ F r Q N M ~ F" + F + H ~ H _ J QC a' + x J : � J : W' J D rn ........ ... -.... .. p. --.. - -.... .� -- .... -. . 0 - 2D M O 2i d ?i 2i N N ,O ?i N N 0 2 SCHEDULE ¢ M¢ rn w a w w +w w w w w w w w w w+ w+ w} w+ w+ R noe + H O (n (n { N(n fn + (n (n + V) + GO + r (n !n !n � 0 d. (n d. to � N to N � FGISSANITARY °om I) N �� N a c " + si REHABILIT U wQ = _ wawQ: wQwQ wQwQ wQwQ MwQwQ wQwQ wQwQ wQwQ s ONAL OJW J Lu< 0_J�F- 0� gF- °H °r-�I- - �� r- O <t]� �F- �H �F- ��. �r °_I- SHEET 32 w w > w (n (n > w cn N _ v). !i ................ (n (n (n (n ..... - .... cn .cn. a). U) ........ - - _ _ - - - (n (f) (n V) (n (n (n V) N n n n n n (n n ....... n . n (n............... . . .. EXPIRES 3/28/ 1 ...................1 +00 ....... ... ........ 2 +00 3 +00 4 +00 ........... 5 +00 PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON = SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS cyq` °y 1� AS -BUILT CERTIFICATION 1" = 5' v CENTRAL RENTON SEWER REPLACEMENT j4010 STONE WAY N n I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SEATTLE, WA 98103 -6090 ALLEY BETWEEN PELLY AND WELLS LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS S -0513 (206) 632 -2664 n SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY FROM N 4TH ST TO STA 5 +50 23st3FV ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL 23T13 DESIGNED: REB DATE: 6/26/95 FILE NAME: z�lL LAND PLAN REVIEW DATE DRAWN: DPH EXPIRES 9 /1, /i% F.D. RINGEL L.S. 23613 DATE: /o-2z -96 SCALE: AS SHOWN Flk1D BOOK: PA°E: CHECKED: i w ' „♦ '�' SEWER UTILITY DATE N0. REVISION BY APPR. DATE APPROVED: SHEET: ] Of: 37 n ilu 1I PELLY 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 g TEE RT 10 +77 NEW,54" 0 MH #C -3 LAI TO HERE I REMOVE, AND REPLACE 1 -13 -95 1 M2 3. 2" L' - � TEE 26.03 1 -10 95 EXIS11NO ALLEY PAVEMENT N n CONNECTION ELEV. 28.91 5 NEW CONCRE DRIVEWAYS T 27 is,6 MATCH EXIST. 6'PV 3.35 +45' TEE RT 13+ 11 -10 95 36 TEE ELEV. 2 .12 AND SIDEWALK REQUIRED to D IVEWAY TEE RT 11 +25 TEE RT 11 +70 CONNECTION LEV. 28.46 SAWCUT EXIST G PAVEMENT °n SAWCU STREET TEE ELEV. 26.31 TEE RT 12 +29 6 "PVC 3.45+ 2 -1/2' 2 d PAVEM NT AND TEE ELEV. 26.46 CONNECTION ELEV. 28.98 CONNECTION ELEV. 2 '07 TEE ELEV. 26.77 ' 11_13_95 TEE RT 13 +51 36 a 36 PATCH 6 "P C 3.10 +45' 6 "PVC 3.40 +45' CONNECTION ELEV. 28.37 TEE ELEIV. 27.33 BENCH MARK 11- 0 -95 11_13_95 6 "PVC 3.35+22-'/2* CONNEC, ON ELEV. 29.57 LAID O H RE E EL 1. 27. 6'PVC .40 +22 -1 2' E ELEV. 27.84 11 -13 -95 / BOTH STORM AND REFERENCE NOTE: 20 21 22 25 11-14--95 ONNECTION ELEV. 29.40 CHISLED SQUARE AT BACK OF WALK 23 24 SANITARY 6 PVC 1.50 +45' 0 RECONNECT EXISTING SEWER SERVICE TO NEW AT NE QUADRANT INT. OF N. BROOKS 26 11_14 g FND MO 1 _15_95 7 8" PVC SANITARY SEWER IN ACCORDANCE WITH 224 WELLS AVE N 222 WELLS AVE N 216 WELLS AVE N 212 WELLS AVE N 208 WELLS AVE N 206 WELLS AVE N 200 WELLS AVE N THE CITY OF RENTON STANDARD PLAN # BO 82, AND FACTORY E3709.50 112 WELLS AVE N DRAWING # BR 35. ELEV. 37.04 I ( I I I I PLAN o Do SCALE 1" = 20' WELLS AVE N W 0 Wow zow 00 LID _ _ J 00 IWO _ _ j� OD tb - - W �[V i t0 OW p V) QQ W H!L 0 cli W to O MME O) N �~ U ,^ N N ,- _, Q F- W W O „� ; - m m H- d W J d' Z (n V) (n (n Z : I N� - ....... -m (D N N�CD _�+7 �-• �O.g. 2.� �� 40 - -- -----. < ........... .................00 ro- c0n�z�v r7w� +¢� ��.. M.��.............. (n J x EXISTING GRADE z_ +� x a z v +m w z +Q g vv N = 00 a0�d- _V): .�.0 N p�� x ,� , _ _ PROPOSED GRADE ; _ x � � N N d- w cn o w W¢3 ¢3 n ao eo ¢ F'I� N eo 00 Hw - H-w HW, 35 w x ............... ............ r¢ w =�.. g.............. ............................... .............. :. NZ. R w (w tnz.m.. �.W.L_,.......� z �.wm............... 35 Of w V +Z (n r �Lj w 0.85% , 0.46% _ EXISTING 8" VCP - -- - -- -- - - - -- - - - - -- ------------------------- SANITARY SEWER -- - - - - -- ------------------------------ - - - - -- ----------------------------- ---- ----- - - - - -- ---- --- - - -1 -- - - - - - -- - -- -- - - - - -- - - - - - -- ------------------------ 45.1 LF --------- 1-- i-------- -------------------- - - - - -- 269.9 LF O 0.55 % LJ -'NEW 12" SD smos/309 IN EW 8" PVC SANITARY SEWER NEW 8" PVC SANITARY SEWER 5 270. LF. ®. NE. 8.. PVC SAN,. . 2 25 0.50% P CO STRUCTION NO co � D°-) N i SE 8 E gE 0.9 LF O 0.51 ri ui tO 79.2 LF O 0.44% �� of WgS�,�Sr o M 2� o + + + w �~ HCr J J 2' J J ,,7 O N'd' rn n co � .... ... 20 20 + w+ w w w+ w+ w W w w w w w <0 QON � 17084 + + + + + + + + rn :QN +0D Q� mw+ W+ V) VV) N V) N (n m N (n M V) M (n '� (/7 ,+j H M N = N �e W W W W W W ; W LiJ W W W V) '`� M M (n y to ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q Q - U : U U U ° Q °_ LLJ N S�ONAL Vto U) V) V) V) ~ ~ ~ - !- H - F - F- - H _ H IL Q J . O J H J O J > Q J (n V) V7 V) V) (n V) V) V) U) V) V) V) (n (n V) (n (n V? V) V) 7 m W w W V) W L� W CD W ........ . ........11 +00............. 12 +00 ........... ............................... 13 +00 ............ - ............................. 14 +00 .................. ..........................15 +00 PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON 4tCK D�, SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS AS -BUILT CERTIFICATION 1" = 5' V 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 SEATTLE, WA 98103 -8090 ALLEY BETWEEN PELLY AND WELLS r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS (206) 632 -2664 ecw -L FROM STA 10 +50 TO STA 15 +00 m SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY DESIGNED: RE B DATE: 6/26/95 �s RECOMMENDED FOR APPROVAL 23613 FILE NAME: ME OR UNDER MY DIRECTION. J'gf rE9 L F.D. RINGEL LS. 23673 DATE- /° zz -96 PLAN REVEw DATE DRAWN: DPH CHECKED: SCALE: AS SHOWN FlE1D BOON: PAGE E%P,nES B /it /4j APPROVED: SHEET: 9 OF: 37 SEWER UTILITY DATE NO. REVISION BY APPR. DATE t I l'uVi" rim- ) I \ �u PELLY AVE N FND MO 913 N 2ND ST 912 N 2ND ST ET 11 -14 -95 6 225 PELLY AVE N 223 PELLY AVE N 217 PELLY AVE N 215 PELLY AVE N 211 PELLY AVE N ' 1 SET 11- gk3Q�1, H C-4 .INV ELEV.27.78 7 6 5 4 3 2 11x14 -95 E.INV ELEV.27.81 117 -15 -95 6' VC 3.40 +45' "PVC 3.30 +22 -1/2' 11-10-95 11 -13 -95 11 -13 -95 "PVC 11 -13- "PVC 5 CONNECTION ELEV. 30.00 H —CONNECTION ELEV. 29.48 6" VC 4.25 +22 -1/2' 6-PVC 4.50+(2)22--1/2* 6 2.25+ 5' 6 10 +45' ELEV. 27.35 RIM 33.74 TEE ELEV. 27.90 C NNECTION ELEV. 28.64 CONNECTION ELEV. 29.19 CONNECTION L V. 29.21 CONNECTION ELEV. 29.17 TEE LT 13 +53 CD IE 27.86 N 8" E LT 14 +60 11_1 -95 ELEV. 26.32 TEE ELEV. 26.47 TEE ELEV. 26 9 TEE ELE . 27.16 z IE 27.86 S O DO 6 "PVC 2.90 +45' TW LT 11 +27 TEE LT 11 +71 TEE LT 12 +67, TEE LT 3 +20 NEW-12- STORM DRAIN N ST 14 +20 CONNECTION ELEV. 28.87 ST 14 +15 J NEW 54" 4 MH #C -4 w w TEE ELEV. 26.04 S MH 4 " ° RE OVE AND REPLACE CB II 48' E 48" CB TYPE 2 Q '� Z ATCH EXIST. _ = cn TEE 10 +79 RI 32.6 w = 11 -13 -95 "PVC o SP ED BUMP AND STREET RI 33.49 W NG AND COVER I y DRIVEWAY IE 26.3 S 8' n 6 3.85+Z-1/2' w O (� w ° SI NS IE 5.82E 1 MH RE VE U c� J Q STA 14 +58 w W W RE OVE EXIST. MH IE, 26.3 N o o CONNECTION ELEV. 29.19 z ° Q I IE 5.82 W 12' RIM 34.04 z 0 NEW CB TYPE] w (n (n J o TEE ELEV. 26.66 o a a U w a 6 IE 8.88 S i t IE 9 N & 8" o TEE LT 12 +17 ci 36 -36 BU o z o ONC. o o + o o ci ci J BUSH AID GAR. o U a_ I oz o� C P NCD . . 1 DI ¢ T GAR. CONC. WALK O O 1 Ln Q - -- -- -- - -- Q l< 11400 124+00 1 00 1 00 If I w z �F~� GRAVEL ° 7r 9f C N GARAGE 1 GARAGE DIR 1 1 w P CpN = P D < G - PAD GAR. _ C) 1 STA 11 +5 1 L.. TO HERE Q g TEE RT 10 +77 NEW,54" 0 MH #C -3 LAI TO HERE I REMOVE, AND REPLACE 1 -13 -95 1 M2 3. 2" L' - � TEE 26.03 1 -10 95 EXIS11NO ALLEY PAVEMENT N n CONNECTION ELEV. 28.91 5 NEW CONCRE DRIVEWAYS T 27 is,6 MATCH EXIST. 6'PV 3.35 +45' TEE RT 13+ 11 -10 95 36 TEE ELEV. 2 .12 AND SIDEWALK REQUIRED to D IVEWAY TEE RT 11 +25 TEE RT 11 +70 CONNECTION LEV. 28.46 SAWCUT EXIST G PAVEMENT °n SAWCU STREET TEE ELEV. 26.31 TEE RT 12 +29 6 "PVC 3.45+ 2 -1/2' 2 d PAVEM NT AND TEE ELEV. 26.46 CONNECTION ELEV. 28.98 CONNECTION ELEV. 2 '07 TEE ELEV. 26.77 ' 11_13_95 TEE RT 13 +51 36 a 36 PATCH 6 "P C 3.10 +45' 6 "PVC 3.40 +45' CONNECTION ELEV. 28.37 TEE ELEIV. 27.33 BENCH MARK 11- 0 -95 11_13_95 6 "PVC 3.35+22-'/2* CONNEC, ON ELEV. 29.57 LAID O H RE E EL 1. 27. 6'PVC .40 +22 -1 2' E ELEV. 27.84 11 -13 -95 / BOTH STORM AND REFERENCE NOTE: 20 21 22 25 11-14--95 ONNECTION ELEV. 29.40 CHISLED SQUARE AT BACK OF WALK 23 24 SANITARY 6 PVC 1.50 +45' 0 RECONNECT EXISTING SEWER SERVICE TO NEW AT NE QUADRANT INT. OF N. BROOKS 26 11_14 g FND MO 1 _15_95 7 8" PVC SANITARY SEWER IN ACCORDANCE WITH 224 WELLS AVE N 222 WELLS AVE N 216 WELLS AVE N 212 WELLS AVE N 208 WELLS AVE N 206 WELLS AVE N 200 WELLS AVE N THE CITY OF RENTON STANDARD PLAN # BO 82, AND FACTORY E3709.50 112 WELLS AVE N DRAWING # BR 35. ELEV. 37.04 I ( I I I I PLAN o Do SCALE 1" = 20' WELLS AVE N W 0 Wow zow 00 LID _ _ J 00 IWO _ _ j� OD tb - - W �[V i t0 OW p V) QQ W H!L 0 cli W to O MME O) N �~ U ,^ N N ,- _, Q F- W W O „� ; - m m H- d W J d' Z (n V) (n (n Z : I N� - ....... -m (D N N�CD _�+7 �-• �O.g. 2.� �� 40 - -- -----. < ........... .................00 ro- c0n�z�v r7w� +¢� ��.. M.��.............. (n J x EXISTING GRADE z_ +� x a z v +m w z +Q g vv N = 00 a0�d- _V): .�.0 N p�� x ,� , _ _ PROPOSED GRADE ; _ x � � N N d- w cn o w W¢3 ¢3 n ao eo ¢ F'I� N eo 00 Hw - H-w HW, 35 w x ............... ............ r¢ w =�.. g.............. ............................... .............. :. NZ. R w (w tnz.m.. �.W.L_,.......� z �.wm............... 35 Of w V +Z (n r �Lj w 0.85% , 0.46% _ EXISTING 8" VCP - -- - -- -- - - - -- - - - - -- ------------------------- SANITARY SEWER -- - - - - -- ------------------------------ - - - - -- ----------------------------- ---- ----- - - - - -- ---- --- - - -1 -- - - - - - -- - -- -- - - - - -- - - - - - -- ------------------------ 45.1 LF --------- 1-- i-------- -------------------- - - - - -- 269.9 LF O 0.55 % LJ -'NEW 12" SD smos/309 IN EW 8" PVC SANITARY SEWER NEW 8" PVC SANITARY SEWER 5 270. LF. ®. NE. 8.. PVC SAN,. . 2 25 0.50% P CO STRUCTION NO co � D°-) N i SE 8 E gE 0.9 LF O 0.51 ri ui tO 79.2 LF O 0.44% �� of WgS�,�Sr o M 2� o + + + w �~ HCr J J 2' J J ,,7 O N'd' rn n co � .... ... 20 20 + w+ w w w+ w+ w W w w w w w <0 QON � 17084 + + + + + + + + rn :QN +0D Q� mw+ W+ V) VV) N V) N (n m N (n M V) M (n '� (/7 ,+j H M N = N �e W W W W W W ; W LiJ W W W V) '`� M M (n y to ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q ° Q Q - U : U U U ° Q °_ LLJ N S�ONAL Vto U) V) V) V) ~ ~ ~ - !- H - F - F- - H _ H IL Q J . O J H J O J > Q J (n V) V7 V) V) (n V) V) V) U) V) V) V) (n (n V) (n (n V? V) V) 7 m W w W V) W L� W CD W ........ . ........11 +00............. 12 +00 ........... ............................... 13 +00 ............ - ............................. 14 +00 .................. ..........................15 +00 PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON 4tCK D�, SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS AS -BUILT CERTIFICATION 1" = 5' V 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 SEATTLE, WA 98103 -8090 ALLEY BETWEEN PELLY AND WELLS r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS (206) 632 -2664 ecw -L FROM STA 10 +50 TO STA 15 +00 m SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY DESIGNED: RE B DATE: 6/26/95 �s RECOMMENDED FOR APPROVAL 23613 FILE NAME: ME OR UNDER MY DIRECTION. J'gf rE9 L F.D. RINGEL LS. 23673 DATE- /° zz -96 PLAN REVEw DATE DRAWN: DPH CHECKED: SCALE: AS SHOWN FlE1D BOON: PAGE E%P,nES B /it /4j APPROVED: SHEET: 9 OF: 37 SEWER UTILITY DATE NO. REVISION BY APPR. DATE t I l'uVi" rim- ) I \ �u BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 PELLY AVE N FND MON. i CB N3217.17 127 PELLY AVE N 123 PELLY AVE N 3 ( 121 PELLY AVE N 1 -16 -95 RIM 35.49 E3979.85 6 PVC 6.20+45' I0" / 5 11- 15 -95, 11 -15 -95 2 C]DNNECTiON ELEV. 33.99 S 1 EV. 31.34 IE 34.09 N 4" MH (METRO) / 6-PVC 4.1p +22 -1/2' 6 "PVC 250 +22- 1 /2'(6 "CONC) ELEV. 28.85 IE 34.14E 6" RIM 35.68 CONNECTION ELEV. 28.37 CONNIE ON ELEV. 30.56 AREA OF PROBABLE ELT 17 +00 TEE ELEV. 2 0 TEE ELE . 02 BURIED POWER, TEL, 1 P�� c-D / TEE LT 1 80 TEE LT 6 +02 AND CABLE N [11-16-95 � CONDUIT CONNECTION ELEV. 32.40 G• REMOVE AND REPLACE 11 -16 -95 TEE ELEV. 28.86 �L ' EXISTING ' LLEY PAVEME T 6 "PVC 2.75 +22 -1/2' MH TEE LT 17 +01 �O �� SD MH w 11 -15 -95 5 CONNECTION ELEV. 30. 4 RIM 35.99 I/ / RIM .99 � 6 "PVC 2.50 +22 -1/2' 38 TEE ELEV. 28.66 TOP 8" TRAP 32.49 Go IE 32.29 S 12 CONNECTION ELEV. 30.7 TEE LT 16 +63 TOP 12" CONC- 32 -40 POWER IE 31.66 W 12" L TEE ELEV. 28.22 BUILDING VAULT ® G� ® IE 31.56 E 12" UW) TEE LT 15 +39 BUILDING / o CONC. N W 8" SANITARY SEVER C O N C R E T E / PAD. BUSH \ + LAID TO HERE 'n GA O 1 1 11 -15 -95 1 CB Q - -- -- -- -- -- - � RIM 35.55 V) 1s _ _ c�5 IE 33.30 8" W POWER IE 33.65 W 4" VAULT IE 33.55 E 4" GARAGE ROCK /SHRUBS 1 GAR. GAR. CONC. U GAR 6 CB Q 36 RIM 34-79 RE OVE AND REPLACE IE 33.39 SW SP ED BUMP & STREE ' IE 33.54 W 4" / �� SSMH 54 TEE RT 15 +36 SI NS IE 33.44 E 4" / TEE ELEV. 28.21 TEE RT 16 +00 RI MH ® RIM I CONNECTION ELEV. 30.3 TEE ELEV. 28.43 RIM 35.06 �ti IE 29..10 10 N 8" IE 30.81 E12" L ID 6 "PVC 3.50 +22 -1/2' CONNECTION ELEV. 29.87 IE 30.91 W 12" C3 G REMOVE EXISTING MANHOLE 11 -15 -95 6 "PVC 2.00 +45' ; IE 31.66 NE 8" STA 17 +03 11 -15 -95 IE 30.81 S 8" MH NEW 54" 0 MH #C -5 TEE RT 15 +60 RIM 34.98 REFERENCE NOTE: TEE ELEV. 28.30 / O1 RECONNECT EXISTING SEWER SERVICE TO NEW CONNECTION ELEV. 0.17 �� IE 27.43 E & W 10" 6-PVC 3.00 +22 -1/ ' 8" PVC SANITARY SEWER IN ACCORDANCE WITH �� C-\ CB THE CITY OF RENTON STANDARD PLAN # BO 82, 11 -15 -95 1 FND MON RIM 34.68 DRAWING # BR 35. 108 WELLS AVE N 104 WELLS AVE N °��/E3708.82 `'� IE 32.58 N 10" `� � IE32.78W &E6" WELLS AVE N PLAN SCALE 1» = 20' rn z0� J O W -I- W U cn Q W Q I- W U) U) ......: 30 E. BER - .-. Lo - O U 25 N 17srE1° eSS/ONAL FNO` . _ . . 18 +00 EVIHES 3/26/ HAMMOND, COLLIER & WADE - CITY OF RENTON LIVINGSTONE ASSOC., INC. U Im i SEATTLE, ) 632 -2664 HCW.L WA 98103 -8090 (206 ALLEY BETWEEN PELLY ND WELLS , ALLEY Y L : N J Q ................ ......................45 ........ - o N X Z Q EXISTING GRADE : +w d nU �,Z U) 40 ......................... ............................... ��. n __.... w � m F --r � Fy W PROPOSEDGRADE : w x 35 - - - --- ----- - ---- 0:85 -- ---- ----- ----- EXISTING 8" VCP -- SANITARY SEWER - ------ - - - - Y NEW 8" PVC SANITA Y SEWER ~ °n° a � 202 LF ®0.44. J _Ld � W �cn 25 cow .. J o, :...a '`1� n: b ........� �+ -' b... �+ w .� N O 'b 3+ �+ w J ....... � + LJ o. . ' w LrJ 3o T.. w^ w >` ............ �w ' a �O +w w +. w w w 10 n o Q Q Q. N Y r7 U Cn (n co U) (n Cn u) N � u in in N �- 15 +00 16 +00 17 +00 PROFILE SCALE 1" = 20' H 1» = 5' V W AS -BUILT CERTIFICATION C� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL G~ r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 3613 ME OR UNDER MY DIRECTION. f Tasd° �AC1L LAN9 EWiaES 9/11/77 F.D. RINGEL L.S. 23613 DATE c ww •27•dfl,� lu Pi y r . I i J ......................... 45 ........ ............. I ......... 40 ........... ............ ....... : 35 S -0513 I : S4bOftTi30A ......: 30 E. BER OF WASAI'a , 'AO of Z 25 N 17srE1° eSS/ONAL FNO` . _ . . 18 +00 EVIHES 3/26/ HAMMOND, COLLIER & WADE - CITY OF RENTON LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT SEATTLE, ) 632 -2664 HCW.L WA 98103 -8090 (206 ALLEY BETWEEN PELLY ND WELLS , ALLEY Y L I : 11 -17 -95 11 -28 -95 11 -28 -95 6" PVC 3.10 6" PVC 1.00+22-1/Z 6" PVC 1.10+22-1/Z CONTRACTOR TO CONNECTION ELEV. 26.56 CONNECTION ELEV. 27.37 CONNECTION ELEV. 27.39 Mic rVERIFY LOCATION TEE ELEV. 24.95 CB TYPE I TEE ELEV. 26.81 TEE ELEV. 26.82 A' 5DD291 1 OF 8" WATER MAIN TEE LT 1+46 RIM 31.60 PARK AVENUE NORTH TEE LT 6 +03 TEE LT 6 +04 E az�z9z IE 28.88 N 12" 331 PARK AVE N SSMH 48" CTYMON 11_2 -95 337 PARK AVE N 335 PARK AVE N I VACANT 319 PARK AVE N VACANT 315 PARK AVE N 30 PARK AVE N w o c� 6"PV 3.50 +22 -1/2' BOT 27.5 329 PARK AVE N z RIM 31.64 °0 I 7 6 5 4 3 J co w IE 24.69 S Er >> c 13 CON ON ELEV. 27.46 11 10 9 8 O 11 -27 -95 REM E & REPLACE IE 23.64 E 24" O BURIE TRAFFIC T 25.05 1 -21 -95 11 -21 -95 11 -21 -95 11 -27 -95 IE 23.54 W 24" O CABLE T 1 +80 fi PVC 3.00 6"PVC 2.45 +22 -1/ fi PVC 2.50 +22 1/T I PVC 2.85 6 "PVC 2.50 +22 -1 Z EX 6 SD Q a 12 CQNNECTION ELEV. 26. CONNECTION ELEV. 2¢.87 CONNECTION ELEY. 26.85 CONNECTION E4EV. 28.03 CONNECTION ELEV. 27.92 REM E EX. CB OVEf� Q cn CONNECT NEW <� E ELEV. 25.47 TEE ELEV. 25.63 TEE ELEV. 25.82 TEE ELEV. 26.0 TEE ELEV. 26.53 SANI ARY SEWER w ° TAVERN o PVC 2.50 +22 -1/2' SANITARY SE V) TIE LT 2 +88 TEE LT 3 +41 TEE LT 3 +75 TEE LT 4 +54 TEE LT 5 +57 MT 28.32 � CONNECTION ELEV. 26.84 TO EXISTING MH 0- Iw ASPHALT DELI WARP ALLEY PAVE ENT REMOVE REPLACE SSMH 54" O, r E ELEV. 25.25 5 RE- CHANNEL M CO z PARKING CL GUTTER TO NEW CB EX. ALLE PA MENT RIM 32.98 BSMT 29.51 APARTMENT AS REQI IRED. • z ¢ TEE L 2 +30 36 CONC. IE 26.72 N/S 8" BLDG ° CB 6' CEDA °¢ a PAD CB W ¢ o RIM 31.62 FENCE LAID TO HERE STA 3 +6 a ' GRASS N 4" SIDE CB TYPE CONC. AD 11 -20 -9 NEW 54" 0 MH ARPORT GRAVEL w RIM 32.64 \ LLJ IV) v R 31.77 ASPHALT v ti > IE 31.74 PARKING GARAGE \ RI 3C ry PLUG ABAND. a VAU T SE IE 26.77 N 12" CONC. GARAGE o0 o0 STAKI3 +82 p C � GAR G SD 4" CB SEWER N =� IE 26.85 S 17 0� GARAG / G 5/8" p 27, W CB TYPE IB 25 4 PAD - O NEW TYPE I CB = U GT S 0070'45' W 2 +00 3 +00 1 A+00 N D070'45' E 5 +0 6 +0 N 0070'45' E I- G CB 1 1 _ SDMH UGT HE 4' CL ° ° IE 28.05 =RIM 31.75 GAR GE GARAG \ GAR GE G 5 GARAGE 3' CL LAN 1- IE 28.25 rr, IE (S) 25.75 z ° =T� M GARAGE 6' CEDAR G� R GE Lu O . I� cwn a \ d REMOVE EXISTINJG� FENCE R DIES RO E B SHE a cr n A ORT HOGWIRE \ ¢ I 4' CL MANHOLE STA +80 ° Z �> ¢ FENCE � '`� � w GRASS � ,NEW 4" 0 M � (j v z 1 4 (n w W o' SHED FENCE O o z SP 0 BUMP &�C GRASS N W 8' SANITARY EWER TEE RT 5+ 9 z o d 36 36 SAWCUT STREET = 6' CE AR w PAVEMENT & PATCH ~ FENCE WAR ALLEY PAVEM T In W STIR: ET SIGNS RIM 32.07 TEE RT 5 +13 TEE ELEV. 26.55 0 a i NEW ONC. D IVEWAYS CL UTTER TO NEW CB TEE 2 +85 4" SIDE 36 CONNEC.0 ELEV. 28.06 SCHEDULE B EX. 24" & SIDEWALKS REQ'D TEE E EV. 25.46 SEWER IE 26.80 N/S 12" TEE CONNECTION 26.6 6"PVC 4.0 +22 -1/2' SANITARY SEWER 2 TEE RT 2 28 CONNECTION E EV. 27.79 11 _27_95 4' CEDAR SAWC T EX. VEMENT 36 TEE ELEV25.23 CONNECTION ELEV. 26.42 6"PVC 1.70 +2 -117 FENCE REHABILITATION SEE o 6"PVC' 2.00 +4 "REDUCER 11_27 -95 CONNECTIO ELEV. 26.56 11-26-95 LAID TO RE SHEET 33 LAID TO HERE 6"PVC 2.00+22-1/Z BSMT 26.99 11- 20 -95' 11 -27 5 BSMT 29.02 � 14 11 -1 -95 17 21 22 23 24 Mlc aD I 15 16 18 19 20 ti 5004.31 35 PELLY AVE N 346 ELLY AVE N 340 PELLY AVE N 338 PELLY AVE N 332 PELLY AVE N 330 PELLY AVE N 326 PELLY AVE N 322 PELLY AVE N 316 PEL Y AVE N 30 PELLY AVE N ao E .5986.42 0/7Y MON j CB TYPE II 48 TEE RT 1 +44 TEE RT 1 +96 RI TYPE I BENCH MARK TEE RT 4 +67 TEE RT 6 +01 m Ih CLEANED UP AND RIM 33.27 v RIM 31.46 TEE ELEV. 24.93 TEE ELEV. 25.10 PELLY AVENUE NORTH TEE ELEV. 26.21 IE 27.61 W S TEE ELEV. 26.79 _ rn IE 24.50 N 8" = CONNECTION ELEV. 26.25 CONNECTION ELEV. 26.46 CHISLED SQUARE AT BACK OF WALK SECURED AREA FOR CONNECTION ELEV. 27.63 IE 27.71 E 8" CONNECTION ELEV. 27.30 w N N N THANKSGIVING 6"PVC 3.10 +22 -1 2' 6"PVC 1.70 +45' "? IE 25.96 S 17' 6"PVC 2.15 +45' 6"PVC 3.60 +22 -1/2' AT NE QUADRANT INT. OF N. BROOKS / IE 27.33 S 8" PLAN 11 -22 -95 11 -27 -95 11 -28 -95 + 3.."� 6 IE 24.18 E 8" 11 -17 -95 11 -20 -95 AND FACTORY BOT 26.3 m 04 IE 23.91 W If w ELEV. 37.04 SCALE 1" = 20' q p BOT 22.6 zo �N ^^ z wwwm _ d- _ = n 1n - to ----....- .................................................... ..........................0'°'. .....W......... w ..... .Lj O N ....p.m ....................... a .. nap- :...........-- .- .............. .. 00... ......- .:........- .....---..... O --OD-�- " _� - -'o ..N.N.. ; > > Z _ . w .:-... ..m.. 1 cc to 1- AX lf7 Z� ~O �N W NN U ; C) 000 H° NN m in �� : �2 x 0_ J +� fL' 0_ o If) O X O O N Z : H ^ : -00 N : v 00 'O 0] F O) O ; V)) (n = W of O) Ir- tr7 ,�jw�./ Z - Q] _ 2 O - _j (D O7 In ~ W ~ � M ¢ ¢' : ° U ' _ U-' a r- t0 Z (fi 04 - (n (O c0 Cj g' � (n N N Q 0000 N J (r3 N ° W Z � + ��n ... .. .... .... ... ........ ...... 1� 1!%_ - -- - .. -:.X.p -_ N. N................. ............................... .......ne.. . Z: �.... Q..... .. ¢ ..... N in of . ......... ..N. - . .. N . .. .... ........ - . CJ... - . Z ....... -H ^.-. ......... .................... .�'N M=N N.. - O)-a- W WHO) +� + (.O + (O O n Lo ^^ U) Lo o v (0 0_ � > 1- O w (o z N 00 (n m e O_ m z....� o d: �. (O . '.J : (0 _ (o _ w F UT W co o o w N Ma 0)__ . ¢ Qtr F- d z� r } W + z v) EXISTING GRADE w in +1�v� +oov +�za1 tF +o +w +o +>- +cO 2 :1 8 +In >+eq- q3 pro Do ¢� ¢� cn W e �H N 0_ �F- r„7= N ZNO.' -m M3 _ M N O (7= W wwH\ H\ N O M") e Z e =_¢ W N N m DD I� Z D_ -- (nQ�OO= ¢20(7 z¢�ww" N¢3 ¢N ¢v, ¢° a� ¢ao EXI TING GRADE q3 �� ¢� �¢g0O _ PROPOSED GRADE x� -ww ~ -w of -www w ~= _ �¢ F z F-w - \ 5 35 w .v) �.- - . -rn �.- ....v.cn o -- - -.(n as .. L Do ...(n 0... (n n . tnz 0c w � .: ....... m n . . ........ . ...:... . . . .. ln.z. 0 W -W v) 0 .w o .cn ac!�.'�'. - ....... - .... ' PROPOSED' :GRADE +.2993% :I +1912%--/ ... ......(.,. ... 30.......�..�....... ° e .......... ........................ ....... .............. ......EX. 8' VCP I SAN. SEWER - - - - - - - - - - - _ -_ - -- - - - - -- -- -- _- - --- --- - - - - -- - JL ----------------- - - - - -- -------------------------------- ----------------------------------- - - - - � ---- I -- . --- - ---_" �- - ---- - - - - -- - - - -_: -_ "DRAIN - - - - - E . 8 "� PVC. S.AN. SEW......... 25 `:- u- 25...LJ ........... .... .... -... I NEW "PVC SAN SEW EW 8 PVC SAN EW N 220 LF ®��. W ' 26 L® M O 004 F PLUG ABANDON. N F- > F K o �+ 00: In 00 o 0.80 o+ '+ w o + cSEWER + N ?� ...... wm m w M ... !nom .......... + °.... �..�.... (K..�......o - �..o ...:... -..... wM +.. ...... -.. �M� 3�..3rn 3W W W w W W r3 W (n W W ap a0 - �' M^ O Cal G.I C,J O N C SCHEDULE B EX 24;. � W � � 3 � � N � o � 0 S ap d w w l� ¢ + rn w In w + (c W + �N ¢ w } w w + rn ¢ o o w { t N2TP I- Q O rn w w w w w W V) +Vl + (n VI jjjj� + Q cn + + + rrn ++ c� N v) y + (n n + c� + N + v) co o� c� O H +: + + t + + r'OD CO f-- VI (n (n mtn (1) IO t0 (O ti o SANITARY SEWER N F +W+N+ N + N� cn N N n N NNtnN - M M N it w w W REHABILITATION NYr7 w wNw w w w w o¢ o¢ Nn w w w Qom¢\ °_� pq F°- ¢°° ¢o¢ °- o _c) w w w Q as ¢ Q q q a �¢� o 0 o F F- I- (n(n(n SEE SHEET 33 o w¢� oaoF ° F -� °H-� ° �� °� v~i v~i in (n inN�\ acv) lq Nv) N n(n 4 >CO.W.. (n(nNN......n Cn....VI(!1:..... V)V)tn (n.fn.. ...tnNtntn .:....... ...... ..... lnc7........ -.. >W.. -..fn .. tnN..........Sn NNI�.......... ........... .. (n n. fn V1. V) .... yn CIS 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 F rs y I REFERENCE NOTE �� /Z. /.5 I w N ORECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY 1Cg D CITY OF RENTON SEWER MAIN W ACCORDANCE WITH THE CITY OF RENTON STANDARD 4 0 *�a 4r,,�, H A M M O N D , COLLIER & WADE- PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN f' BO 82, ,��.'� '"0� AS -BUILT CERTIFICATION LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS DRAWING # BR 35. I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL P R 0 F I L E LOCATIONS OF THE STORM DRAIN AND SANRARY SEWERS 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT G SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY SCALE 1" = 20' H SEATTLE. WA 98103 -8090 lac 13 ME OR UNDER MY DIRECTIOK. 1" = 5' V S -0513 (206) 632 -2664 acN -L ALLEY BETWEEN PARK AVE N & PELLY AVE N " i lino RECOMMENDED FOR APPROVAL FROM NORTH 4TH STREET TO STA 6 +50 0 owlRes sh1 /Y7 F.D. RINGEL L.S. 23613 DATE to -ZC- 96 DESIGNED: REB z PLAN REVIEW DATE DRAWN: DPH DATE: 6/26/95 FILE NAME: CHECKED: scALE: AS NOTED nE BOOK: PAGE 3 i SEWER UTILITY DATE 37 ww -� • or'� NO. REVISION BY APPR. OATS APPROVED: SHEET: 11 OF: /q '� S -G S'/ i o l✓ .r - ate. e3,1 ICE .�. i �I I i L i I o"i TE RT 3 +28 TEE RT 3 +73 TEE RT 4 +15 TE ELEV. 25.55 TEE ELEV. 25.81 � TEE ELEV. 25.96 I CONNECTION ELEV. 26.83 CONNECTION ELEV. 2 .14 CONNECTION ELEV. 7.10 6" C 2.30 +22 -1 /2 fi PVC 2.25 +45 6" PVC 3.60 11 -21 -95 11 -21 -95 11 -21 -95 o\ vUGP TA 7 +25 UGP 1 GRAVEL \ w ° ° C NC. CON . EW 54" MH w STA 7 +93 n AVEL H GE a �_ � 6' CEDAR n EN e ¢ D 3' WIRE -3 ELEC. w z NEW METRO cD ¢ cn o 1 El 095 FENCE cD DW 12 -4 95 ° FENCE LAID TO HER SPHALT VAULTS F a CONNECTION c0 ° STA 10 +25 REMO E EX. o a 11 -28 -95 ARKING Q o > (BY OTHERS). GRA L Z Q CEDAR SD 4" O w 00 NEW 54" MH, MANH LE o � CB CB °- cn VACANT -REMOVE & REPL CE 5 w U #D -4 GARAGE F NCE ¢ o Fil RIM 32.0 v N w O w HOUSE SHACK X. ALLEY PAVE ENT R M VE &REPLACE ° 6" SIDE L, F U J 36 p SEE BUMP & L, J I ^ N = m w 009 N 3RD ST TEE RT 9 +09 = A IC SIG S TEE RT 11 +54 SEWER Q N d 3-o Q a TEE ELEV. 27.24 36 TEE ELEV. 28.21 BU IED TRAFFIC ~ ° D CA LE CONNECTION RT 8 +50 CONNECTION ELEV. 8.72 TEE RT 9 +8Q 1 NEW 18" SANITA Y SEWER CONNECTION ELEV. 9.48 25 BLDG CITY OF RENTON METRO CONNECTION CI OF RENTON ELEV. 27.06 6 "PVC 3.85 TEE ELEV. 27.44 6 "PVC 4.20 TEE R 6 +82 PROJECT RENT PROJECT BY OTHERS PROJECT CONNECTION ELEV. 28.49 12 -1 -95 CONNECTION V. 28.66 12 -5 -95 6 "P C 3.20 +22 -1/2' 6 "PVC 2.10 +4 TEE E EV. 27.10 26 3 _I 14 11- 0 -95 16 18 19 20 21 22 CONN TION ELEV. 2E.18 n a h � d 1217 6 "PVC 3.85 �j c� a �c� 1001/1007 N 3RD ST 15 240 PELLY AVE N 17 234 PELLY 2 2 PELLY NO HOUSE # 228 PELLY AVE N 220 PELLY AVE N 216 P ILLY AVE N 300 PALLY AVE N vic NEW 42' MET SANITARY 23 PELLY AVE N AVE N AVE N 11 -28 95 F a 250 PELLY AVE N TI-FAMILY N 4344.25 M77 v E 3964.12 ? SEWER (BY OT ERS TEE RT 9 +41 TEE RT 10 +14 TEE RT 11 +18 TEE RT 10 +87 TEE RT 11 +74 BENCH MARK O CITY MON TEE RT 8 +02 TEE ELEV. 27.34 TEE ELEV. 27.50 TEE ELEV. 28.11 TEE ELEV. 27.97 TEE ELEV. 28.31 (,1 TEE ELEV. 26.94 PLAN CONNECTION ELEV. 28.38 CONNECTION ELEV. 29.20 CONNECTION ELEV. 29.05 CHISLED SQUARE AT BACK OF WALK N PELLY AVENUE NORTH CONNECTION ELEV. 28.08 6 "PVC 1.20 +22 -1/2' 6 -PVC 1.75 +22 -1/2' CONNECTION ELEV. 29.29 6 "PVC 2.10 +22 -1/2' CONNECTION ELEV. 29.30 AT NE QUADRANT INT. OF N. BROOKS 6 "PVC 5.85 = SCALE 1" = 20' 6 "PVC 1.70 +22 -1/2' 6 "PVC 3.90 } W 12 -1 -95 12 -1 -95 12 -4 -95 12 -5 -95 AND FACTORY m Q w� z 11 -30 -95 w m M rn ^ 12 -4 -95 ELEV. 37.04 w N d o a ^ n r N m CL M o- - _ I 3-o 3-o 0 I' O a n = W r N w V) Z^ a W U N p 01 0) U .} N N O d. U F'- 'f7 'f1 Q U) W ... N ........4). 0.j p .. (O SO ............................ . .... ..Op....... O F d.. M .... . ... .................:............. .. .� . L,J O r7 _ ..(.m .... ........... °. N ......... �... .....0 z _ rn W O �3 - 04 O o' w NN F N - I r1 coO U DO '.O Z O Oo Ld Z In O M: 10 N N a po O= ~ W, a 17 m O+ O VI J to O° M V DO N - N :O w J+ Lj J �- FJ ^^ = F1-Fp �: Z F .n.�M� � � tAN _ N-,, M Wu-) No : wn .M �(A U) J Q. ° ° ° U MZ t0 J X N I� Cn CV w Q M Z N Z F w Z 3-: - N N Q DO N Q= �.-.^ a v.-. Q= W _ W U X = M w .. 3- r Z w. p +I O 3- -}{ r7 i-= . Z� W :� Z Vl : >_ ± :� + CO U S U Q= O> w U) _: .--• '� O O m N n O O V1, m O W O Z (n W ..,/ O^ - m '.0 Zip O (/] ........ >. O `�� ......................... F. - .. 1- Q N - - r1 3- ......: _ co _ (if DO ....00 .3-. 0- 0) �. .. _.� O z � ....................:........ v.N _�......:...... _ � s _ _ O � rr_ ........ r7 N _ .._..................� Q � W.�.... O z. N....- �... O (7 } + '-'j r H + Do 00 00 Do a '.t a m cn Q (n + w v + + + + (n + W r V) QZ9: - W W_ r-w : C3'�wl�0 w ^Q: I—w ~ M N MO Mvv In QW d- wI- : F F W Qcn - ¢° ¢N Q° QU:a° �a� 3�a�°op �Ina�`r5o PROPOSED GRADE �i1zn 3-WW �Cno w� v1� �W nn cn F¢ w� xX Fz wwF Fz �_ FZ F- wmF- V) 0 0!: Lo � w W W cn D � Z cn v) w u) (n �: in z cn FL z �. cn 3- W W a w V) . EXISTING GRADE 35 ....... ......... .. ... .......... ............................... .... 5 ............. .............................................................. ............................... 3 30G 1439%--" r� O +.29939%--l' I o o EX. 8" VCP PROPOSED SAN SEWER EX. 12" STORM DRAIN 30 ......GRADE .......�.. ............. .:........... ..:- -- - - --- _--------- - - -- - - - - -_ -- - - -- - - 30 - - -- - - - -- ----- - - - - -- - - �- - --- - ----- -- - - - - - NEW 8" PVC SAN EW NEW 8" PVC SAN SEW ..... .. 5 NEW 8" PVC SAN SEWO 31 ER- CONSTRUCTION N y PER CONSTRUC 10 N S 2�4,4LT_ ®.32�... .... 2 �.... ' > W w W w n d (o z w 8" METRO - U v N U o OD ,n OD J � 00 ° (n Q ° CONNECTION > ~ F N H Of : � 00 � aD + F + w w H + r + � + � + 3-+ J Z C V 3- r 0 J 3- J O 3- J 3-O J O J 3- O J 0 a J r O ° Do (BY OTHERS) (wit + uwi rn rn ; vwi _ U) U).... N.. ......... .. � ......... :.... ........ Q� F' waeRcs .......0' .......:3- ... °. +.. .... ............+ °... ................. ....3-.:..3- �..or......... ..3- ....o!............. ...... - -cr T .3- .� ..3- ..� .. a co o Shy T wN w WO ro wN wm N o(n r') r, s w w w w w w w w w w w w �o QN w(� 3- Wro r)Q �CD �'n DoQ�m �o � � +¢� � +Q �+ +¢ +5+ �: omen ti��o .} W.} W 'W+ co Z QO'n O� QOLO +O W+ Ld W+ +0W+ W+ t + W w � ocDw w pp wo pp w New w. w w o- N f0 V) :V) Q Q F ,..j F F �.,j DO V) 00 V) M Do 00 N Do U m m (I W (n V) V) V) _ 7 (n U) : N V) 'n z V N V) V) V) YM W W W W W W W Oo W W W W W' W W �a W°Q .�Q Cry U c N U Qd_ °Q °Q °Q Q� °Q" °Q Q ; °Q °Q Q °Q °QQN °Q QN W Q : p ° °" O ° =) aQJ N CLQJ F\ -F -F-- -F F \ -F: -F F -F -F � F \_F FF� F F °F .... ... F -F !- Q F__ "� 1703-4., N..�.�.. >.o1 w .......N w. > m.w . . :...............n r7... N �. v) (n.. N. u2 Cl) ...... n.(n (n .. V) _W cn..: vi (n .(n (n .:. (n'n .(n v) .(o n.(n �...........� V) (4) �.... (n to tn. cn c/) - ... � �... � N.. N N.......... o�F cls 7 +00 81-00 9 +00 10 +00 11 +00 12 +00 SSIONAL V REFERENCE NOTE CITY OF RENTON METRO CONNECTION CITY OF RENTON PROJECT PROJECT BY OTHERS PROJECT E%P,RES 3 /:e /os ORECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD HAMMOND, COLLIER & WADE- CITY OF RENTON PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82, 41CK,v j(,t LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS o DRAWING # BR 35. 9 `'er AS -BUILT CERTIFICATION PROFILE 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT OWHERE MIN. 12" CLEARANCE CANNOT BE MAINTAINED, PROVIDE Cn 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SCALE 1" = 20' H SEATTLE, WA 98103 -8090 ETHIFOAM PAD BETWEEN PIPES. a LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 1" = 5' V S -0513 (206) 632 -2664 acw.L ALLEY BETWEEN PARK AVE N & PELLY AVE N SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY FROM STA 6 +50 TO STA 12 +00 23613 ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL f'+oRS4° DATE: 6/26/95 FILE NAME: DESIGNED: REB i S L►t1� F.D. RINGEL L.S. 23613 DATE- / °' Lz -9G PLAN REVIEW DATE DRAWN: DPH E%PIRES e/'1 /f1 CHECKED: SCALE: AS REM BOON: PACE 3 i W SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 3 f t ,i �'t T 3-1 r 11- 3- a m � i I 24:1 � r Iw p" 12-4-95 12 -4 -95 12 -5 -95 11 -28 -95 MHD -3 OUTFALL PIPE RAINED OUT WORST STORM 11 -30 -95 "PVC 6 "PVC 4.80 +22 -1/2' 6 "PVC 1.20 +45' 6 "PVC 3.65 6 "PVC 3.15 IS NOT IN THE CENTER IN 5 YEARS -- 11 -29 -95 6 2.45 +45' CB TYPE I CONNECTION ELEV. 29.84 SSMH 54 CONNECTION ELEV. 29.31 CONNECTION ELEV. 29.10 CONNECTION ELFV. 28.22 OF MH BECAUSE OF PARK AVENUE N 0 R TH CONNECTION ELEV. 29.10 RIM 32.91 TEE ELEV. 27.78 RIM 33.93 TEE ELEV. 28.12 TEE ELEV. 28.39 TEE ELEV. 26.9' EXISTING 8" STORM LINE TEE ELEV. 27.01 IE 28.14 N 8" TEE LT 10 +28 IE 27.73 N/S 8" TEE LT 11 +26 TEE LT 11 +84 TEE LT 6 +55 T M/c N 4343-23 TEE LT 8 +26 IE 28.17 S 8" 10 _ BENNETT APTS a _ E 4271.08 ' a T YNASTY'S EAST BOT 27,1 11 235 PARK AVE N 2 9 PARK AVE N 223 PARK AVE N 221 PARK AVE N w o (0 � 2 1 ? CITYMON 8� cD -D 7 PA K AVE N 12 -1 -95 9 8 7 g 217 PARK VE N z_ o J _z J 3 13 12 12 -1 -95 "PVC 6 "PVC 2.50 +22 - /2' 12 -4 -95 S N w 11-30-95 6 PV 3.20 o ° SSM ° 6 1. CONNEC 5 +45' ON ELEV. 28.57 CONNECTION ELE 29.15 SET MH D 4 6 "PVC 2. 0 +22- v w = v Q = cn CONNECTION ELEV. 27.93 a d RIM 3.51 S 8 ELEV. 27.17 TEE ELEV 27.45 12 -1 -95 CONNEC ON ELEV. 29.44 LAUNDRY Q � F Q U (� a IE 2 .98 N TEE TEE LT 9 +89 TEE EL V. 27.90 MAT Li TEE LEV. 27.18 2 CB TEE LT 92 10 W TEE 7+17 U 0 0 RIM 32.7 EXTRUDED TEE L +70 (w (n METRO STA N to all a , E 31.74 4" SID CONC. CURB ASPHALT 4' CEDAR EDAR 6' CEDAR EANOUT .a3MH 547 U _N SEWER PARKING B FENCE CE FENCE A ARTMENT RM 33.46 ° I IM 2.64 CB CONC. D BLDG I 26.23 N 8" 4' CED R a � a = F- ASPH. LAID TO HERE SEWER W' 30.74 RIM 32.91 5' CEDAR CB NEW TYPE 11 1 CB R MOVE & RE(�LACE 5 E CE � ARKING 11 -30 -95 � IE N 31.91 AA ARAGE FENCE IMI 4.2 STA +37 E ALLEY PA EMENT 6 � STA 7 +90 TEL RISER / o GRA L ° 4" SI E AD4 pWE o U N W TYPE I CB BLDG SD 8 RIM 8 G 5/8" u=i 1 CONC. SEWER GARAG 9 -- ROCKS -- &HEDGE - - - - - - 1 VEL PARKING 1 o\ vUGP TA 7 +25 UGP 1 GRAVEL \ w ° ° C NC. CON . EW 54" MH w STA 7 +93 n AVEL H GE a �_ � 6' CEDAR n EN e ¢ D 3' WIRE -3 ELEC. w z NEW METRO cD ¢ cn o 1 El 095 FENCE cD DW 12 -4 95 ° FENCE LAID TO HER SPHALT VAULTS F a CONNECTION c0 ° STA 10 +25 REMO E EX. o a 11 -28 -95 ARKING Q o > (BY OTHERS). GRA L Z Q CEDAR SD 4" O w 00 NEW 54" MH, MANH LE o � CB CB °- cn VACANT -REMOVE & REPL CE 5 w U #D -4 GARAGE F NCE ¢ o Fil RIM 32.0 v N w O w HOUSE SHACK X. ALLEY PAVE ENT R M VE &REPLACE ° 6" SIDE L, F U J 36 p SEE BUMP & L, J I ^ N = m w 009 N 3RD ST TEE RT 9 +09 = A IC SIG S TEE RT 11 +54 SEWER Q N d 3-o Q a TEE ELEV. 27.24 36 TEE ELEV. 28.21 BU IED TRAFFIC ~ ° D CA LE CONNECTION RT 8 +50 CONNECTION ELEV. 8.72 TEE RT 9 +8Q 1 NEW 18" SANITA Y SEWER CONNECTION ELEV. 9.48 25 BLDG CITY OF RENTON METRO CONNECTION CI OF RENTON ELEV. 27.06 6 "PVC 3.85 TEE ELEV. 27.44 6 "PVC 4.20 TEE R 6 +82 PROJECT RENT PROJECT BY OTHERS PROJECT CONNECTION ELEV. 28.49 12 -1 -95 CONNECTION V. 28.66 12 -5 -95 6 "P C 3.20 +22 -1/2' 6 "PVC 2.10 +4 TEE E EV. 27.10 26 3 _I 14 11- 0 -95 16 18 19 20 21 22 CONN TION ELEV. 2E.18 n a h � d 1217 6 "PVC 3.85 �j c� a �c� 1001/1007 N 3RD ST 15 240 PELLY AVE N 17 234 PELLY 2 2 PELLY NO HOUSE # 228 PELLY AVE N 220 PELLY AVE N 216 P ILLY AVE N 300 PALLY AVE N vic NEW 42' MET SANITARY 23 PELLY AVE N AVE N AVE N 11 -28 95 F a 250 PELLY AVE N TI-FAMILY N 4344.25 M77 v E 3964.12 ? SEWER (BY OT ERS TEE RT 9 +41 TEE RT 10 +14 TEE RT 11 +18 TEE RT 10 +87 TEE RT 11 +74 BENCH MARK O CITY MON TEE RT 8 +02 TEE ELEV. 27.34 TEE ELEV. 27.50 TEE ELEV. 28.11 TEE ELEV. 27.97 TEE ELEV. 28.31 (,1 TEE ELEV. 26.94 PLAN CONNECTION ELEV. 28.38 CONNECTION ELEV. 29.20 CONNECTION ELEV. 29.05 CHISLED SQUARE AT BACK OF WALK N PELLY AVENUE NORTH CONNECTION ELEV. 28.08 6 "PVC 1.20 +22 -1/2' 6 -PVC 1.75 +22 -1/2' CONNECTION ELEV. 29.29 6 "PVC 2.10 +22 -1/2' CONNECTION ELEV. 29.30 AT NE QUADRANT INT. OF N. BROOKS 6 "PVC 5.85 = SCALE 1" = 20' 6 "PVC 1.70 +22 -1/2' 6 "PVC 3.90 } W 12 -1 -95 12 -1 -95 12 -4 -95 12 -5 -95 AND FACTORY m Q w� z 11 -30 -95 w m M rn ^ 12 -4 -95 ELEV. 37.04 w N d o a ^ n r N m CL M o- - _ I 3-o 3-o 0 I' O a n = W r N w V) Z^ a W U N p 01 0) U .} N N O d. U F'- 'f7 'f1 Q U) W ... N ........4). 0.j p .. (O SO ............................ . .... ..Op....... O F d.. M .... . ... .................:............. .. .� . L,J O r7 _ ..(.m .... ........... °. N ......... �... .....0 z _ rn W O �3 - 04 O o' w NN F N - I r1 coO U DO '.O Z O Oo Ld Z In O M: 10 N N a po O= ~ W, a 17 m O+ O VI J to O° M V DO N - N :O w J+ Lj J �- FJ ^^ = F1-Fp �: Z F .n.�M� � � tAN _ N-,, M Wu-) No : wn .M �(A U) J Q. ° ° ° U MZ t0 J X N I� Cn CV w Q M Z N Z F w Z 3-: - N N Q DO N Q= �.-.^ a v.-. Q= W _ W U X = M w .. 3- r Z w. p +I O 3- -}{ r7 i-= . Z� W :� Z Vl : >_ ± :� + CO U S U Q= O> w U) _: .--• '� O O m N n O O V1, m O W O Z (n W ..,/ O^ - m '.0 Zip O (/] ........ >. O `�� ......................... F. - .. 1- Q N - - r1 3- ......: _ co _ (if DO ....00 .3-. 0- 0) �. .. _.� O z � ....................:........ v.N _�......:...... _ � s _ _ O � rr_ ........ r7 N _ .._..................� Q � W.�.... O z. N....- �... O (7 } + '-'j r H + Do 00 00 Do a '.t a m cn Q (n + w v + + + + (n + W r V) QZ9: - W W_ r-w : C3'�wl�0 w ^Q: I—w ~ M N MO Mvv In QW d- wI- : F F W Qcn - ¢° ¢N Q° QU:a° �a� 3�a�°op �Ina�`r5o PROPOSED GRADE �i1zn 3-WW �Cno w� v1� �W nn cn F¢ w� xX Fz wwF Fz �_ FZ F- wmF- V) 0 0!: Lo � w W W cn D � Z cn v) w u) (n �: in z cn FL z �. cn 3- W W a w V) . EXISTING GRADE 35 ....... ......... .. ... .......... ............................... .... 5 ............. .............................................................. ............................... 3 30G 1439%--" r� O +.29939%--l' I o o EX. 8" VCP PROPOSED SAN SEWER EX. 12" STORM DRAIN 30 ......GRADE .......�.. ............. .:........... ..:- -- - - --- _--------- - - -- - - - - -_ -- - - -- - - 30 - - -- - - - -- ----- - - - - -- - - �- - --- - ----- -- - - - - - NEW 8" PVC SAN EW NEW 8" PVC SAN SEW ..... .. 5 NEW 8" PVC SAN SEWO 31 ER- CONSTRUCTION N y PER CONSTRUC 10 N S 2�4,4LT_ ®.32�... .... 2 �.... ' > W w W w n d (o z w 8" METRO - U v N U o OD ,n OD J � 00 ° (n Q ° CONNECTION > ~ F N H Of : � 00 � aD + F + w w H + r + � + � + 3-+ J Z C V 3- r 0 J 3- J O 3- J 3-O J O J 3- O J 0 a J r O ° Do (BY OTHERS) (wit + uwi rn rn ; vwi _ U) U).... N.. ......... .. � ......... :.... ........ Q� F' waeRcs .......0' .......:3- ... °. +.. .... ............+ °... ................. ....3-.:..3- �..or......... ..3- ....o!............. ...... - -cr T .3- .� ..3- ..� .. a co o Shy T wN w WO ro wN wm N o(n r') r, s w w w w w w w w w w w w �o QN w(� 3- Wro r)Q �CD �'n DoQ�m �o � � +¢� � +Q �+ +¢ +5+ �: omen ti��o .} W.} W 'W+ co Z QO'n O� QOLO +O W+ Ld W+ +0W+ W+ t + W w � ocDw w pp wo pp w New w. w w o- N f0 V) :V) Q Q F ,..j F F �.,j DO V) 00 V) M Do 00 N Do U m m (I W (n V) V) V) _ 7 (n U) : N V) 'n z V N V) V) V) YM W W W W W W W Oo W W W W W' W W �a W°Q .�Q Cry U c N U Qd_ °Q °Q °Q Q� °Q" °Q Q ; °Q °Q Q °Q °QQN °Q QN W Q : p ° °" O ° =) aQJ N CLQJ F\ -F -F-- -F F \ -F: -F F -F -F � F \_F FF� F F °F .... ... F -F !- Q F__ "� 1703-4., N..�.�.. >.o1 w .......N w. > m.w . . :...............n r7... N �. v) (n.. N. u2 Cl) ...... n.(n (n .. V) _W cn..: vi (n .(n (n .:. (n'n .(n v) .(o n.(n �...........� V) (4) �.... (n to tn. cn c/) - ... � �... � N.. N N.......... o�F cls 7 +00 81-00 9 +00 10 +00 11 +00 12 +00 SSIONAL V REFERENCE NOTE CITY OF RENTON METRO CONNECTION CITY OF RENTON PROJECT PROJECT BY OTHERS PROJECT E%P,RES 3 /:e /os ORECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD HAMMOND, COLLIER & WADE- CITY OF RENTON PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82, 41CK,v j(,t LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS o DRAWING # BR 35. 9 `'er AS -BUILT CERTIFICATION PROFILE 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT OWHERE MIN. 12" CLEARANCE CANNOT BE MAINTAINED, PROVIDE Cn 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SCALE 1" = 20' H SEATTLE, WA 98103 -8090 ETHIFOAM PAD BETWEEN PIPES. a LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 1" = 5' V S -0513 (206) 632 -2664 acw.L ALLEY BETWEEN PARK AVE N & PELLY AVE N SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY FROM STA 6 +50 TO STA 12 +00 23613 ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL f'+oRS4° DATE: 6/26/95 FILE NAME: DESIGNED: REB i S L►t1� F.D. RINGEL L.S. 23613 DATE- / °' Lz -9G PLAN REVIEW DATE DRAWN: DPH E%PIRES e/'1 /f1 CHECKED: SCALE: AS REM BOON: PACE 3 i W SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 3 f t ,i �'t T 3-1 r 11- 3- a m � i I 24:1 � r Iw p" w REMOVE & REPLACE 5 EX. ALLEY PAVEMENT 36 BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 12 -5 -95 12 -6 -95 12 -6 -95 12 -7 -95 RI TYPE II 42" 12 - -8 -95 6r PVC 4.10 6"PVC 4.10 6"PVC 5.10 fi'PVC 3.70 RIM 35.02 6 pVC 4.50 F IE 28.42 N 8" CONNECTION ELEV. 30.65 CONNECTION ELEV. 30.24 CONNECTION ELEV. 30.42 CONNECTION ELEV. 30.31 IE 27.67 S 12" CONNECTION ELEV. 31.30 TEE ELEV. 28.50 TEE ELEV_ 28.88 1018 N 2ND ST TEE ELEV. 29.18 PARK AVENUE NORTH TEE ELEV. 29.88 P I N G IE 27.04 E 12" TEE ELEV. 30.46 TEE LT 12 +47 TEE LT 12 +81 2 TEE LT 13 +44 M7C TEE LT 14 +65 fE 26.97 W 12 TEE LT 16 +39 N 3683.14 1 �~ B T 2 o c�1 1010 N 2ND ST cf) 1 11 N 2ND ST �'47 PARK AVE N 145 PARK AVE p 215 PARK AVE N 211 PARK AVE N 12 6 -95 E 4268.78 W �� 12 7 5 Cyr" A1oN J N w 4 3 COp ECTION ELEV. 30.72 S WCUT STREET = W 2 0 NECTION ELEV. 30.51 10 9 = w w TEE ELEV. 28.47 P VEMENT & PATCH 1 4 W ARE OF ROBABL TEE ELEV. 29.93 Q = = 36 36 � , 1 -8 -95 E cn - Q, cn TEE 1 LT 12 +98 BURT D UN ERG UN TEE LT 14 +77 Q w A 13 +85 0 ~ a_ CAB NV ECTION ELEV. 30.57 CB TYPE I w Lii w CIP C RB N W 54" MH #D -6 to - NEV i D END RIM 36.07 SET MH #D -5 I v D 14 +79 T E ELEV. 30.29 IE 32.75 N 8" 12 -6 -95 z T E LT 15 +83 0 h z STOR 12 -7 -95 IE 32.75 S 8 n } CONC. IE 32.82 W 4" GRA EL HOUSE HOUSE Y N = BLDG = EC CURB REMOVE & RE LACE BOT 31.1 3' CL GARAGE/ ARAG STA 2 75 Iw SMH 54 CW w EX. ALLEY PA EMENT 31 b L NEW 54 :4 MH IM 35.00 i D m m U z 5' CL "GA #p_ \ a m 29.52 N o O " `° `° N CONC. GRAVEL U: ^- ¢ d P I ti R, cD A /c WAI k _ _ , U Q 12 +00 &G RAS GRASS w CONC. 2 S MH J - - °m - n 1' GRAVE .03--1 GARAG - CB QUI GDW a RI 0 0_ ¢ RI 33.25 o ❑ 12 +6 o I cD a o IE 1.15 CW SHED 12 -5 -9 GAR GE �J 2 c� -It K ASPHALT C C DAR 0 REMOVE & REPLAC SET MH #D -6 oz U h < PARKING 1 I CH 0 n FEN E N SPEED BUMP & 12 -6 -95 EE RT 12 +28 EE ELEV. 28.42 TRAFFIC SIGNS 6 SSM 54 N W CONC. DRIVEWAYS I I = I o DECK GARAGE NEW 8" S NITARY RIM 35.85 :ONNECTION ELEV. 30.5 36 RIM IE 35.14 N/S 8" & SIDEWALKS REQ'D 2 SEWER IE W 33.20 "PVC 4.25 BSMT 28.76 .81 S WCUT EX. PAVEMENT 36 REMOVE EX_ CB 6' CE P II. IE E 33.05 2 -5 -95 BSMT 28.71 W REPLACE W/ NEW F NCE RIM 34.60' END rn TYPE II CB IE 28.59 12" 23 24 25 26 13 +8 13 14 IE 30.70 8" 1 16 12 -6- 5 z BOT 26.0 216 PELLY AVE N 212 PELLY AVE N 208 ELLY AVE N 204 PELLY AVE N v M1 N 3683.98 132 PELLY AVE N 12 PELLY AVE N 124/128 P LLY AVE N 118/120 PELLY AVE N E398zn pryMON j NEW CUPLEX NEW DUPL X TEE RT 13 +09 RT 13 +46 ` TEE RT 14+96 TEE RT 15 +18 TEE ELEV. 29.01 ELEV. 29.19 TEE ELEV. 29.99 TEE ELEV. 30.19 TEE RT 15 +80 TEE RT 16 +36 CONNECTION ELEV. 30.27 rEE NNECTION ELEV. 30.44 PELLY AVENUE NORTH CONNECTION ELEV. 31.25 CONNECTION ELEV. 30.94 TEE ELEV. 30.27 TEE ELEV. 30.43 6"PVC 4.35 VC 4.25 IrPVC 3.50 6"PVC 3.50 CONNECTION ELEV. 30.54 CONNECTION ELEV. 31.19 12 -6 -95 -5 -95 PLAN 12 -8 -95 12 -8 -95 6" PVC 3.50 6" PVC 3.30 REFERENCE NOTE O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82, DRAWING # BR 35. O WHERE MIN. 12" CLEARANCE CANNOT BE MAINTAINED, PROVIDE ETHIFOAM PAD BETWEEN PIPES SCALE 1" = 20' 12 -8 -95 �n 12 -8 -95 H- in w....... ................... ............................... N O W ^a rn pq ko un t w o � D o q Of N ?i - O 00 O : : n n cj Z In �- I� O 04 CY N N (n O U yyy��,,,'N(((/// O W E^ M 17 M -� (o LLJ JN Z W �Jm��tOp M x NM U <= N U �Lt U 2 X117 = K ��_ N m��?/ Q (n _M _ F co w olri w 0) Lo U +4PZv3� W F UO +� +�dQ+ � +Q CO/NNN(1117p1111 W N Z �Q FLSi� _ N _ �C.D f~/7Q20000 c0M NNN_ (�I < -O iv= PROPOSED GRADE oD x H - w w w r.,..�...Q�3a -Q c- -OD- ...........: r ............................ ..... ........a- ............W.U).rr -- o' 40 13 +00 14 +00 PROFILE 4�CK D,Qj SCALE 1" = 20' H A8 -BUILT CERTIFICATION 1" = 5' V t" I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 9 �238s13 ME OR UNDER MY DIRECTION. EJ(PIIRES B/„/97 F.D. RINGEL L.S. 23613 DATE / zz-9c b[ aI MR,� l X71 15 +00 S -0513 RECOMMENDED FOR APPROVAL PLAN REVIEW DATE SEWER UTILITY DATE 35 ---------------- , SEWER F: 0 0. •��'�� F ®0.37% . ......................:........ .. ..... ...... 25 00 W �� of WASti�Sr H+ F+ H H C) 00�~ 4G''O (Y J 1p J Of .:........ W W es V ". .10 .. ... + 3: N7 (/) 17084 W W W W OF' G /STE�?�' U) (n (O U FS8 /ONAL ENO W Q w Q W Q w Q n No NCO N I--,- FJa'IREi 3 /T6 /95 HAMMOND, COLLIER & WADE- CITY OF RENTON LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4010 STDNEWAY N. CENTRAL RENTON SEWER REPLACEMENT SEATTLE. WA 98103 -8090 (206) 632 -2664 UCB "L ALLEY BETWEEN PARK AVE N & PELLY AVE N FROM STA 12 +00 TO STA 16 +50 DESIGNED: REB DATE: 6/26/95 FILE NAME: DRAWN: DPH CHECKED: SCALE: AS NOTED nE BOOK: PAGE NO. REVISION BY APPR. DATE APPROVED: SHEET: 13 OF: 37 S/>'0 0 FTO y I w NOTE: 12 -11 -95 TEE RT 17 +14 12 -11 -95 SDMH �P RIM 37. 12 -13 -95 fi PVC 4.50 12 -13 -95 6"PVC 5.50 CONTRACTOR TO RECONNECT ALL 6 "PVC 4.00 �ti 6"PVC 2.70 l CONNECTION ELEV. 33.09 CONNECTION ELEV. 34.70 ACTIVE SIDE SEWER TO 141 PARK CONNECTION ELEV. 31.22 CONNECTION ELEV. 31.30 12 -12 -95 TEE ELEV. 31.43 TEE ELEV. 31.56 AVE N, INACTIVE SIDE SEWERS TEE ELEV. 30.91 PARKING RIM 36.81 PT J� TEE ELEV. 30.99 6"PVC 4.00 TEE LT 19 +24 TEE LT 19 +43 101 PARK AVE N SHALL NOT BE REPLACED. TEE LT 17 +42 REMOVE &REP TEE LT 17 +63 CONNECTION ELEV. 32.89 EX. ALLEY PAVEMENT L,J O r2 36 n� e ELECT. TEE ELEV. 31.25 11.0) I STALL NEW z N VACANT 141 PARK � AVE V N ND TEE LT 18 +69 +Q �o3c� 1174 N 1ST ST 6' PVC 4.50 w TEE RT 19 +05 �O 17 +90 11 PARK AVE N CONNECTION ELEV. 33.5 1 _ w 8 7 6 12 -11 -9 127 PARK AVE N 4 3 TEE ELEV. 31.61 v s Q 104 PELLY AVE 6"PVC 4.25 p`'� y� 12 -13 -95 k� SET MH #D -8 12 -13 -95 n.N�.�w.....t~1 BSMT 32.71 tv TEE LT 19 +63 S � cn,w ; BLDG 5 END MOVE &ABANDON 2 END RIM 37.70 w SET MH #D -7 W /PARKIN 18 +95 o tBSERVATION WELL 19 +81 IE 31.74 N 12 -11 -95 3' HO WIRE UNDER BLD Y 12 -12 -95 U' 12 -13 -95 CB CB REMOVE & EPLACE FENCE W/ PL UGGED B a STACKED RIM 37.38 RIM 37.61 SPEEL UM & m SLATS RI 36.9 CMU WALL A TO DETAI ING IE W 35.63 ; IE 35.87 TRAFFIC SI S 6 U SHOP IE 33.92 36 a U 4' WIRE SPHALT PARKI G 0 cn w G ASS m BUS S A C STI TS NEW 8" SANITARY F CE ONC � VE CLE NO Q STA 16 +85 0 cn cr) ENE 5�., M m �# ° : A/ SE GRAVEL DR. E GE 1 - �A OLE BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 RIM 36.0 SE GA AGE IE E,W 3 67 ASP ALT 3' CEDAR PAR ING FENCE BLD 33 IE 30.64 N/S 8" 18 112 PELA AVE N 10 PELLY AVE N 108 PARK AVENUE NORTH M1C ti N 2928.99 pc E 4266.27 CITY MON # M / C \ 60 X \O • ti l 5k" Mlc w 6Q INSTALL NEW SIDE SEWER IN ACCORDANCE WITH p CITY OF RENTON STANDARD PLAN #BO 78, N 3217.12 72 TEE RT 18 +17 21 � E 3980.10 02 TEE ELEV. 31.12 CITY MON x DRAWING # BR -39. z TEE RT 16 +82 TEE RT 17 +14 REMOVE & REPLACE SDMH �P RIM 37. a TEE ELEV. 31 SPEED BUMP & 6 �ti 3 6"PVC 3.00 CONC. PAD TRAFFIC SIGN 4" PLANTER 5�' p�G ri a 12 -11 -95 ASPHALT CB CONC. CURB CB j z cD o�I tip....- w+ PARKING RIM 36.81 PT J� G� z� V) LDG_ • JP �O SD 8" REMOVE &REP ACE STA 9 +80 \G�� NEW 54" 4 MH #D -8 5� N: H c0 N_ Q XF-� EX. ALLEY PAVEMENT cn 36 n� e ELECT. 0_ W W L�1 11.0) I STALL NEW VAULT N .......................:25 �� pi/W+ASS& /sr 0~6 20 BSERVATION WELL r +Q �o3c� Q �rn iD PROFILE TEE RT 19 +05 �O 1 PROBABLE LOCATION OF BURIED �N Z� r 20 TEE ELEV. 31.36 G POWER, TEL., AMD CABLE TV 19 Nr' tx CONNECTION ELEV. 32.66 CONDUIT ELLY AVE N 02 0 104 PELLY AVE 6"PVC 4.25 p`'� y� 12 -13 -95 k� SET MH #D -8 12 -13 -95 l 5k" Mlc w 6Q INSTALL NEW SIDE SEWER IN ACCORDANCE WITH p CITY OF RENTON STANDARD PLAN #BO 78, N 3217.12 72 TEE RT 18 +17 21 � E 3980.10 02 TEE ELEV. 31.12 CITY MON x DRAWING # BR -39. z TEE RT 16 +82 TEE RT 17 +14 TEE RT 17+ TEE ELEV. 30.68 TEE ELEV. 30.82 TEE ELEV. 31 CONNECTION ELEV. 31.79 CONNECTION ELEV. 31.85 CONNECTION 6"PVC 3.00 6"PVC 5.35 6"PVC 3.50 12 -11 -95 12 -11 -95 12 -11 -95 W O. F,.1... �m N .... , - � tc Z � Lu I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL (V W N n Q N .. ... ..�... ..� M to _ `fl w `�~ a�O a t6 X: �.� n r) 00 F.D. RINGEL L.S. 23613 DATE: /0-2-1-2c M cn.....�� N S tip....- w+ w f+GS 2 �' z� V) : co 00 2: �e ... V)zut a'ww.: W U ...........Go w ....:......... + N r w Q CD ELEV. 31.85 6"PVCC45o ELEV. 33.39 1010 N 1ST sr PELLY AVENUE NORTH 12 -12 -95 PLAN \ x SCALE 1" = 20' m 0r p r) (o "� ........ . L-j I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL (V W N n Q N .. ... ..�... ..� .... SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY UNDER MY DIRECTION. ........ ........................... }...N ..M... J.N..... w o0 F O y� U I- U-) J m �.� n r) 00 F.D. RINGEL L.S. 23613 DATE: /0-2-1-2c U ^ Cp H K o l0 N � M j ro d r7 r7 r) rJ tip....- w+ o //`}� w w ir r�xa°o wmron m0Dp0z - 1n x o�°wz r1-(n cp /30e to +.Q.g.+ v.. +rn.z. C) t 003 w 0) cli M: in. C) ''3 2: �e - +Q +Q U F- � a0 (7 - Q �: 0 -15 Q CC) V) Q 000 Q 0 N: H c0 N_ Q XF-� c0 .- N cn 00 Nz L1)cn 0_w WF-XH�� Ir N0_w w cn 0!ww W (n 0_ W W L�1 11.0) c~n u�i . r- EXISTING : GRADE... ..~ u\. ........................ . 18 +00 N .......................:25 +.4589% �I I 35 ............ ............................... .. ...:.......................... EX, "1.2 °:SD.. __ PROPOSED GRADE �LENGTH:UNKNOWN -- _ _ _ Q (r � 0 N 25 .......� ... . +..... .. + .. . 1.1 N N c o r �< .I.. N .....N.. ........ 17 +00 N REFERENCE NOTE 1 RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 79, DRAWING ,f BR 33 AND STANDARD PLAN # BO 82, DRAWING If' BR 35. -J f -0 . NEW. 8" PVC. SANI -TARP. SEWER ........ ..... . ...... . . . . . . .. ........ . L-j I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 4. EX. 8" VCP SAN. SEWER SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY UNDER MY DIRECTION. 291.2 LF 0 0.38% J Lam owiREs 9/+1/ 57 F.D. RINGEL L.S. 23613 DATE: /0-2-1-2c F+ w+ r)....... w+ w+ tip....- w+ ...... _tal W+ w+ w+ /30e JOI o= w+ wQ wQ wQ - wQ - wQ - - WQ - w F cn ................. �. n.N... V) � 11.0) ...... 18 +00 N .......................:25 �� pi/W+ASS& /sr 0~6 20 19 +00 +Q �o3c� Q �rn iD PROFILE +Q rn �N Z� SCALE 1" = 20' H aao �r of Nr' 1" = 5' V i a 1 f 35 ------ - - - - -- A8 -BUILT CERTIFICATION L-j I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 4. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY UNDER MY DIRECTION. 23613 ME OR Lam owiREs 9/+1/ 57 F.D. RINGEL L.S. 23613 DATE: /0-2-1-2c i a 1 f 35 ------ - - - - -- L-j ----- __ -------- .0 30 '05 F+ + /30e JOI o= lkf N Of J� w pNp N + E. BERG ....3 �. n.N... V) � 11.0) ...... N .......................:25 �� pi/W+ASS& /sr 0~6 20 Nrn +Q �o3c� Q �rn iD Qrn r V)� +Q rn �N Z� o� aao �r of Nr' �.U) (n Lo n.N�.�w.....t~1 �oFeyc70BS .................: 20 +00 \ 10NAL pP1R 3/26/95 S -0513 C Yf"I r �. a I w SCHEDULE B EX 24° N 0 6" VC 4.10 6" PVC 7.00 SHED x I L g' CL 6' CL BB HOOP ON POLE ACTIVE SS TAP NC. NOTE: MAR ET CONTRACTOR TO RECONNECT BUIL ING ALL ACTIVE SIDE SEWERS FROM ARNOLD'S MARKET. INACTIVE STUBS SHALL NOT BE REPLACED. TEE RT 4 +04 TEE ELEV. 6.11 CONNECTIO ELEV. 27.28 SAN SEW REHABILITATION N z 12 -15 -95 12 -15 -95 6"PVC 12.00 SEE SHEET 33 z 1 12 -19 -95 0 13 12 11 10 9 8 7 6 M/C I 350 PARK AVE N 346 PARK AVE N NO HOUSE # 33 PARK AVE N CHOOL DIST. PARKING 33 PARK AVE N 32 PARK AVE N ARNOLD'S BENCH MARK N 5002.91 MARKET E CITY MON 4272.92 I CHISLED SQUARE AT BACK OF WALK TEE RT 1 +66 TEE RT 2 +82 TEE RT 3 +72 TEE RT 4 +19 TEE RT 4 +91 AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 25.09 TEE ELEV. 25.48 TEE ELEV. 25.78 TEE ELEV. 25.95 TEE ELEV. 26.22 Pf R i AVENUE N w CONNECTION ELEV. 25.78 CONNECTION ELEV. 26.19 CONNECTION ELEV. 26.80 CONNECTION ELEV. 27.22 CONNECTION ELEV. 27.54 AND FACTORY ma z 6"PVC 4.00 6"PVC 8.00 6"PVC 3.00 6"PVC 12.00 6"PVC 10.00 ELEV. 37.04 O PLAN N _= n N = 12 -14 -95 12 -18 -95 12 -19 -95 12 -19 -95 .-. 12 -19 -95 N� 4 ^ � w 1 b SCALE 1" = 20' o N N J N N w �O N N _ O �. too� .N \\ ��((S Nu7� xl� NN O F- H� 60 H:M F-: 00 d• x J ~� Qd NN = w +U2. N.�vO w. +W W +N�v +0 � �+ � d-+ �N + �N 3� � � .. .'O j x �� O � a � w e. Q...>.� fr......(y- ...... x .w.N .......� ---- -- w + ..............:.........Ld i�i1 �. w . w o r 71.�.N..... Q V) 40. ....oz F.. M_o _ " � :� � O r� _ o " w w � w oo o� 3 U) 0) � � + 3 � o z � M "` w Qz 0 CO N N ¢ ¢ N r- Q O (0 2i x �i Q N . {-O x 'F- w E- H Z w+ w w w w i`.' W - w Q uwi + M a V) + Lo + c~n ao ao w (/)O w w w w w :cn DD � (n W W O n N cn z N -- v1 cn - D F- N7 O F- g Cn Ntn w ¢ :�_ w w Xt~i1Frww 0 0 0 oQ o< ° -F cnr o< oFw - -'- - EXI- NG GRADE - rn rn 35: ....................... ....... ...... ............ rn.cn......... N w .... ....... ... -. ........cn cn.............cntn...... cn �........ ... V) (f).... .........uTCn.................. 35 ° ..... ....... I 0 EX. 8" VCP SAN. SEWER - - - -- I-- - - - - - -- - - - --- -- - - - -- - - - -- 5 WAR - - - - --- -- 1� �P 25 :................- _> - .................... -..... NEW-8" Y SEWER ............................ NEW :8" PVC SANITARY SEWER " 2 �__ -- - ---- 130.6: LF 0 1.32% 289.2 LF ® 0.02% + PLUG ABANDONED 0Jf�CTDe PLUG ABAND. 00 s srEa�° 8' SANITARY SEWER N +...� N + . S10NAL\ SEWER...............:... ... _... ._.................... ._................ . ........ ._...... _........ ...... ..........._........................................... ............................... 4 +00 1 +00 2 +00 3 +00 W Q w Q owiRES, /ze /°s SCHEDULE B EX. 24" SANITARY SEWER V5 U5 V) REHABILITATION SEE PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON REFERENCE NOTE SHEET 33 r SCALE 1" = 20' H L VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY4� °K D�1 AS-BUILT CERTIFICATION 1" - 5 V 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT - SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SEATTLE, WA 98103 -8090 PLAN BO 79, DRAWING y BR 33 AND STANDARD PLAN # BO 82, I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 (206) 632 -2664 HCW -L ALLEY BETWEEN GARDEN &PARK DRAWING # BR 35. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM N 4TH ST TO STA 5 +00 a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL i p DESIGNED: REB O ABANDONED SIDE SEWER SERVICE X233613 ME OR UNDER MY DIRE"ON. DATE: 6�26�95 FILE NAME: PLAN REVIEW DATE CHECKED: DPH E](PIRES 9/11/f] F.D. RINGEL L.S. 23673 DATF• / SCALE: AS NOTED oCK: PACE SEWER UTRITY PATE .0. REVISION BY A Pn. DATE APPROVED: SHEEP: 15 OF: 37 0 24'x w GARDEN AVENUE N ASPHALT 12 -19 -95 END NK BURIED TRAFFIC PLUG ABAND. SEWER 6"PVC 3.00 M1c A PARKING PLUG ABAND CABLE N 5001.89 E 471798 12-19 - z CONTRACTOR TO 8" SANITARY TEE ELEV. 26.14 C17Y MON 12 -18 -95 DR. � ' VERIFY LOCATION TEE LT 4 +70 6" PVC 2.00 OF 8" WATER MAIN 6" PVC 2.00 5' CEDAR N CONNECTION ELEV. 26.70 RENTON SCHOOL DISTRICT CONNECTION ELEV. 1 2 °o C0 0- END . 25.61 JAWCUT t AVEMENT & PATC TEE ELEV. 25.85 6' L 1 +72 04 -I REMOVE MANHO TEE L 3 +15 12-14-95) SSMH 54 TEE LT 3 +92 DO RIM 33.46 3 +19 ' PLUG ABAND. 10" SDMH IE 26.46 N 8" Q W SAN SEW TO EAS IE 26.53 S 8" TE RT 1 +94 CONNECT NEW GRASS 3 N 4 GRASS 5 SANITARY SEWER 00 7 8 STA 2 +30 SSMH 56"BRICK TO EXI T. MH CO NECTION ELEV. 26.02 CONNECTION ELEV. 7.08 NEW CONC. DRIVEWAYS &SIDEWALKS AS R Q'D NEW 54" 0 MH #E -1 RIM 32.23 H w b SAWCUT EX. PAVEMENT, 2 IE 24.67 N ABAN N uIH E -1 ❑ 7 CL IE 24.73 S if LW T T \ `� 5 -95 1 IE 24.05 E 24 6" SIDE �� \ 2 O IE 24.04 W 24" 36 REMOVE &REPLACE D SE AC PAVEMENT ER ` NEW 8 IWV R s 0137 a6' E, 2 +00 SS PARKING = AS REQUIRED 1 SCHEDULE B EX 24° N 0 6" VC 4.10 6" PVC 7.00 SHED x I L g' CL 6' CL BB HOOP ON POLE ACTIVE SS TAP NC. NOTE: MAR ET CONTRACTOR TO RECONNECT BUIL ING ALL ACTIVE SIDE SEWERS FROM ARNOLD'S MARKET. INACTIVE STUBS SHALL NOT BE REPLACED. TEE RT 4 +04 TEE ELEV. 6.11 CONNECTIO ELEV. 27.28 SAN SEW REHABILITATION N z 12 -15 -95 12 -15 -95 6"PVC 12.00 SEE SHEET 33 z 1 12 -19 -95 0 13 12 11 10 9 8 7 6 M/C I 350 PARK AVE N 346 PARK AVE N NO HOUSE # 33 PARK AVE N CHOOL DIST. PARKING 33 PARK AVE N 32 PARK AVE N ARNOLD'S BENCH MARK N 5002.91 MARKET E CITY MON 4272.92 I CHISLED SQUARE AT BACK OF WALK TEE RT 1 +66 TEE RT 2 +82 TEE RT 3 +72 TEE RT 4 +19 TEE RT 4 +91 AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 25.09 TEE ELEV. 25.48 TEE ELEV. 25.78 TEE ELEV. 25.95 TEE ELEV. 26.22 Pf R i AVENUE N w CONNECTION ELEV. 25.78 CONNECTION ELEV. 26.19 CONNECTION ELEV. 26.80 CONNECTION ELEV. 27.22 CONNECTION ELEV. 27.54 AND FACTORY ma z 6"PVC 4.00 6"PVC 8.00 6"PVC 3.00 6"PVC 12.00 6"PVC 10.00 ELEV. 37.04 O PLAN N _= n N = 12 -14 -95 12 -18 -95 12 -19 -95 12 -19 -95 .-. 12 -19 -95 N� 4 ^ � w 1 b SCALE 1" = 20' o N N J N N w �O N N _ O �. too� .N \\ ��((S Nu7� xl� NN O F- H� 60 H:M F-: 00 d• x J ~� Qd NN = w +U2. N.�vO w. +W W +N�v +0 � �+ � d-+ �N + �N 3� � � .. .'O j x �� O � a � w e. Q...>.� fr......(y- ...... x .w.N .......� ---- -- w + ..............:.........Ld i�i1 �. w . w o r 71.�.N..... Q V) 40. ....oz F.. M_o _ " � :� � O r� _ o " w w � w oo o� 3 U) 0) � � + 3 � o z � M "` w Qz 0 CO N N ¢ ¢ N r- Q O (0 2i x �i Q N . {-O x 'F- w E- H Z w+ w w w w i`.' W - w Q uwi + M a V) + Lo + c~n ao ao w (/)O w w w w w :cn DD � (n W W O n N cn z N -- v1 cn - D F- N7 O F- g Cn Ntn w ¢ :�_ w w Xt~i1Frww 0 0 0 oQ o< ° -F cnr o< oFw - -'- - EXI- NG GRADE - rn rn 35: ....................... ....... ...... ............ rn.cn......... N w .... ....... ... -. ........cn cn.............cntn...... cn �........ ... V) (f).... .........uTCn.................. 35 ° ..... ....... I 0 EX. 8" VCP SAN. SEWER - - - -- I-- - - - - - -- - - - --- -- - - - -- - - - -- 5 WAR - - - - --- -- 1� �P 25 :................- _> - .................... -..... NEW-8" Y SEWER ............................ NEW :8" PVC SANITARY SEWER " 2 �__ -- - ---- 130.6: LF 0 1.32% 289.2 LF ® 0.02% + PLUG ABANDONED 0Jf�CTDe PLUG ABAND. 00 s srEa�° 8' SANITARY SEWER N +...� N + . S10NAL\ SEWER...............:... ... _... ._.................... ._................ . ........ ._...... _........ ...... ..........._........................................... ............................... 4 +00 1 +00 2 +00 3 +00 W Q w Q owiRES, /ze /°s SCHEDULE B EX. 24" SANITARY SEWER V5 U5 V) REHABILITATION SEE PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON REFERENCE NOTE SHEET 33 r SCALE 1" = 20' H L VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY4� °K D�1 AS-BUILT CERTIFICATION 1" - 5 V 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT - SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SEATTLE, WA 98103 -8090 PLAN BO 79, DRAWING y BR 33 AND STANDARD PLAN # BO 82, I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 (206) 632 -2664 HCW -L ALLEY BETWEEN GARDEN &PARK DRAWING # BR 35. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM N 4TH ST TO STA 5 +00 a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL i p DESIGNED: REB O ABANDONED SIDE SEWER SERVICE X233613 ME OR UNDER MY DIRE"ON. DATE: 6�26�95 FILE NAME: PLAN REVIEW DATE CHECKED: DPH E](PIRES 9/11/f] F.D. RINGEL L.S. 23673 DATF• / SCALE: AS NOTED oCK: PACE SEWER UTRITY PATE .0. REVISION BY A Pn. DATE APPROVED: SHEEP: 15 OF: 37 0 24'x w ASPHALT 12 -19 -95 END NK PLUG ABAND. SEWER 6"PVC 3.00 4 +96 PARKING PLUG ABAND GR. DR. NED CONNECTION ELEV. 27.29 12-19 - z 8" SANITARY TEE ELEV. 26.14 12 -18 -95 DR. � ' 12 -19 -95 TEE LT 4 +70 6" PVC 2.00 6" PVC 2.00 5' CEDAR CONNECTION ELEV. 26.70 RENTON SCHOOL DISTRICT CONNECTION ELEV. 7.06 FENCE °o C0 0- TEE . 25.61 JAWCUT t AVEMENT & PATC TEE ELEV. 25.85 6' L 04 -I REMOVE MANHO TEE L 3 +15 OLD SATORI ELEMENTRY SCHOOL TEE LT 3 +92 DO un w 3 +19 ' SDMH Q W RIM 32.26 TE RT 1 +94 TEE RT 2 +39 3 N 4 5 TE ELEV. 25.19 6 7 8 w CO NECTION ELEV. 26.02 CONNECTION ELEV. 7.08 w In uIH E -1 ❑ 5 -95 6" SIDE O PATCH EX. AC PAVEMEN 36 REMOVE &REPLACE SE AC PAVEMENT ER EX. FENCE & GATES PARKING AS REQUIRED fPROPOSED 1 ' ° o = m R D C PLACE MAGED RB REMOVE PLUG AB PAVEMENT PIPES X. M NDO ED �� UGP SCHEDULE B EX 24° N 0 6" VC 4.10 6" PVC 7.00 SHED x I L g' CL 6' CL BB HOOP ON POLE ACTIVE SS TAP NC. NOTE: MAR ET CONTRACTOR TO RECONNECT BUIL ING ALL ACTIVE SIDE SEWERS FROM ARNOLD'S MARKET. INACTIVE STUBS SHALL NOT BE REPLACED. TEE RT 4 +04 TEE ELEV. 6.11 CONNECTIO ELEV. 27.28 SAN SEW REHABILITATION N z 12 -15 -95 12 -15 -95 6"PVC 12.00 SEE SHEET 33 z 1 12 -19 -95 0 13 12 11 10 9 8 7 6 M/C I 350 PARK AVE N 346 PARK AVE N NO HOUSE # 33 PARK AVE N CHOOL DIST. PARKING 33 PARK AVE N 32 PARK AVE N ARNOLD'S BENCH MARK N 5002.91 MARKET E CITY MON 4272.92 I CHISLED SQUARE AT BACK OF WALK TEE RT 1 +66 TEE RT 2 +82 TEE RT 3 +72 TEE RT 4 +19 TEE RT 4 +91 AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 25.09 TEE ELEV. 25.48 TEE ELEV. 25.78 TEE ELEV. 25.95 TEE ELEV. 26.22 Pf R i AVENUE N w CONNECTION ELEV. 25.78 CONNECTION ELEV. 26.19 CONNECTION ELEV. 26.80 CONNECTION ELEV. 27.22 CONNECTION ELEV. 27.54 AND FACTORY ma z 6"PVC 4.00 6"PVC 8.00 6"PVC 3.00 6"PVC 12.00 6"PVC 10.00 ELEV. 37.04 O PLAN N _= n N = 12 -14 -95 12 -18 -95 12 -19 -95 12 -19 -95 .-. 12 -19 -95 N� 4 ^ � w 1 b SCALE 1" = 20' o N N J N N w �O N N _ O �. too� .N \\ ��((S Nu7� xl� NN O F- H� 60 H:M F-: 00 d• x J ~� Qd NN = w +U2. N.�vO w. +W W +N�v +0 � �+ � d-+ �N + �N 3� � � .. .'O j x �� O � a � w e. Q...>.� fr......(y- ...... x .w.N .......� ---- -- w + ..............:.........Ld i�i1 �. w . w o r 71.�.N..... Q V) 40. ....oz F.. M_o _ " � :� � O r� _ o " w w � w oo o� 3 U) 0) � � + 3 � o z � M "` w Qz 0 CO N N ¢ ¢ N r- Q O (0 2i x �i Q N . {-O x 'F- w E- H Z w+ w w w w i`.' W - w Q uwi + M a V) + Lo + c~n ao ao w (/)O w w w w w :cn DD � (n W W O n N cn z N -- v1 cn - D F- N7 O F- g Cn Ntn w ¢ :�_ w w Xt~i1Frww 0 0 0 oQ o< ° -F cnr o< oFw - -'- - EXI- NG GRADE - rn rn 35: ....................... ....... ...... ............ rn.cn......... N w .... ....... ... -. ........cn cn.............cntn...... cn �........ ... V) (f).... .........uTCn.................. 35 ° ..... ....... I 0 EX. 8" VCP SAN. SEWER - - - -- I-- - - - - - -- - - - --- -- - - - -- - - - -- 5 WAR - - - - --- -- 1� �P 25 :................- _> - .................... -..... NEW-8" Y SEWER ............................ NEW :8" PVC SANITARY SEWER " 2 �__ -- - ---- 130.6: LF 0 1.32% 289.2 LF ® 0.02% + PLUG ABANDONED 0Jf�CTDe PLUG ABAND. 00 s srEa�° 8' SANITARY SEWER N +...� N + . S10NAL\ SEWER...............:... ... _... ._.................... ._................ . ........ ._...... _........ ...... ..........._........................................... ............................... 4 +00 1 +00 2 +00 3 +00 W Q w Q owiRES, /ze /°s SCHEDULE B EX. 24" SANITARY SEWER V5 U5 V) REHABILITATION SEE PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON REFERENCE NOTE SHEET 33 r SCALE 1" = 20' H L VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY4� °K D�1 AS-BUILT CERTIFICATION 1" - 5 V 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT - SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SEATTLE, WA 98103 -8090 PLAN BO 79, DRAWING y BR 33 AND STANDARD PLAN # BO 82, I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 (206) 632 -2664 HCW -L ALLEY BETWEEN GARDEN &PARK DRAWING # BR 35. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM N 4TH ST TO STA 5 +00 a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL i p DESIGNED: REB O ABANDONED SIDE SEWER SERVICE X233613 ME OR UNDER MY DIRE"ON. DATE: 6�26�95 FILE NAME: PLAN REVIEW DATE CHECKED: DPH E](PIRES 9/11/f] F.D. RINGEL L.S. 23673 DATF• / SCALE: AS NOTED oCK: PACE SEWER UTRITY PATE .0. REVISION BY A Pn. DATE APPROVED: SHEEP: 15 OF: 37 0 24'x w ASPHALT v PLUG ABAND. SEWER PARKING PLUG ABAND GR. DR. NED NC. a z 8" SANITARY SEWE DR. � ' I I 5' CEDAR STA 1-x-00 SEWER C _ ¢ N 47H Sr STREET FENCE 0- JAWCUT t AVEMENT & PATC 6' L 04 REMOVE MANHO 36 36 E B MT 28.71 t END DO 3 +19 ' SDMH 12 -18 -95 RIM 32.26 TE RT 1 +94 TEE RT 2 +39 3 IE 12" (N &W) 2E.,37 TE ELEV. 25.19 TEE ELEV. 25.41 CO NECTION ELEV. 26.02 CONNECTION ELEV. 7.08 SCHEDULE B EX 24° N 0 6" VC 4.10 6" PVC 7.00 SHED x I L g' CL 6' CL BB HOOP ON POLE ACTIVE SS TAP NC. NOTE: MAR ET CONTRACTOR TO RECONNECT BUIL ING ALL ACTIVE SIDE SEWERS FROM ARNOLD'S MARKET. INACTIVE STUBS SHALL NOT BE REPLACED. TEE RT 4 +04 TEE ELEV. 6.11 CONNECTIO ELEV. 27.28 SAN SEW REHABILITATION N z 12 -15 -95 12 -15 -95 6"PVC 12.00 SEE SHEET 33 z 1 12 -19 -95 0 13 12 11 10 9 8 7 6 M/C I 350 PARK AVE N 346 PARK AVE N NO HOUSE # 33 PARK AVE N CHOOL DIST. PARKING 33 PARK AVE N 32 PARK AVE N ARNOLD'S BENCH MARK N 5002.91 MARKET E CITY MON 4272.92 I CHISLED SQUARE AT BACK OF WALK TEE RT 1 +66 TEE RT 2 +82 TEE RT 3 +72 TEE RT 4 +19 TEE RT 4 +91 AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 25.09 TEE ELEV. 25.48 TEE ELEV. 25.78 TEE ELEV. 25.95 TEE ELEV. 26.22 Pf R i AVENUE N w CONNECTION ELEV. 25.78 CONNECTION ELEV. 26.19 CONNECTION ELEV. 26.80 CONNECTION ELEV. 27.22 CONNECTION ELEV. 27.54 AND FACTORY ma z 6"PVC 4.00 6"PVC 8.00 6"PVC 3.00 6"PVC 12.00 6"PVC 10.00 ELEV. 37.04 O PLAN N _= n N = 12 -14 -95 12 -18 -95 12 -19 -95 12 -19 -95 .-. 12 -19 -95 N� 4 ^ � w 1 b SCALE 1" = 20' o N N J N N w �O N N _ O �. too� .N \\ ��((S Nu7� xl� NN O F- H� 60 H:M F-: 00 d• x J ~� Qd NN = w +U2. N.�vO w. +W W +N�v +0 � �+ � d-+ �N + �N 3� � � .. .'O j x �� O � a � w e. Q...>.� fr......(y- ...... x .w.N .......� ---- -- w + ..............:.........Ld i�i1 �. w . w o r 71.�.N..... Q V) 40. ....oz F.. M_o _ " � :� � O r� _ o " w w � w oo o� 3 U) 0) � � + 3 � o z � M "` w Qz 0 CO N N ¢ ¢ N r- Q O (0 2i x �i Q N . {-O x 'F- w E- H Z w+ w w w w i`.' W - w Q uwi + M a V) + Lo + c~n ao ao w (/)O w w w w w :cn DD � (n W W O n N cn z N -- v1 cn - D F- N7 O F- g Cn Ntn w ¢ :�_ w w Xt~i1Frww 0 0 0 oQ o< ° -F cnr o< oFw - -'- - EXI- NG GRADE - rn rn 35: ....................... ....... ...... ............ rn.cn......... N w .... ....... ... -. ........cn cn.............cntn...... cn �........ ... V) (f).... .........uTCn.................. 35 ° ..... ....... I 0 EX. 8" VCP SAN. SEWER - - - -- I-- - - - - - -- - - - --- -- - - - -- - - - -- 5 WAR - - - - --- -- 1� �P 25 :................- _> - .................... -..... NEW-8" Y SEWER ............................ NEW :8" PVC SANITARY SEWER " 2 �__ -- - ---- 130.6: LF 0 1.32% 289.2 LF ® 0.02% + PLUG ABANDONED 0Jf�CTDe PLUG ABAND. 00 s srEa�° 8' SANITARY SEWER N +...� N + . S10NAL\ SEWER...............:... ... _... ._.................... ._................ . ........ ._...... _........ ...... ..........._........................................... ............................... 4 +00 1 +00 2 +00 3 +00 W Q w Q owiRES, /ze /°s SCHEDULE B EX. 24" SANITARY SEWER V5 U5 V) REHABILITATION SEE PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON REFERENCE NOTE SHEET 33 r SCALE 1" = 20' H L VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY4� °K D�1 AS-BUILT CERTIFICATION 1" - 5 V 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT - SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SEATTLE, WA 98103 -8090 PLAN BO 79, DRAWING y BR 33 AND STANDARD PLAN # BO 82, I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 (206) 632 -2664 HCW -L ALLEY BETWEEN GARDEN &PARK DRAWING # BR 35. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM N 4TH ST TO STA 5 +00 a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL i p DESIGNED: REB O ABANDONED SIDE SEWER SERVICE X233613 ME OR UNDER MY DIRE"ON. DATE: 6�26�95 FILE NAME: PLAN REVIEW DATE CHECKED: DPH E](PIRES 9/11/f] F.D. RINGEL L.S. 23673 DATF• / SCALE: AS NOTED oCK: PACE SEWER UTRITY PATE .0. REVISION BY A Pn. DATE APPROVED: SHEEP: 15 OF: 37 0 24'x w FIELD LOCATE NEW SURFACE CLEANOUT. 12 -21 -95 RENTON STANDARD 6"PVC 8.00 PLAN BW 188 CONNECTIN ELEV. ELEVO2723 2013 ABANDONED GARDEN GARDEN AVENUE N w o Ln TEE LT 6 +50 RENTON SCHOOL DISTRICT 1- -96 12 N mic 4341.80 z o MAINTENANCE YARD E 4714. w J 6" P C 5.00 LLJ o CITY MD m = W 8 9 10 11 CO NECTION ELEV. 27.81 W o ¢ v=i SSMH 54 SET MH #E -3 TEE ELEV. 28.76 h p ¢ N 12 -20 -95 NOTE TEE LT 6 +87 I- w RIM 33.58 8" CON RA TOR TO RECONNE T ALL ACTIVE SIDE �� Do "M 0 � � IE 26 98 S $" N 3RD STIR ET SEWERS TO #1200 N. 3RD ST. INACTIVE �� _ D SSMH 54" RIM 33.46 4" SS REH LEAN & F BILITATION STUBS USH 'LISTING 1 -5 -96 HALL NOT BE -- -- END REPLACED. 6" PVC 7.00 6" PVC 3.00 00 cD W I 1n p N - CONNECTION ELEV. 28.55 CONNECTION ELEV. 28.20 REMOVE EX. MH & IE 26.46 N 8" S EWER PIPE. TEE ELEV. 28.17 6 +54 TEE ELEV. 28.89 PLUG ABANDONED E LT 8 +00 CABLE TV I z IE 26.53 S 8° SET H #E -2 C TV INSPECT NECTION ELEV. 28.90 12 -21 -95 SEWER PIPE a Q = 12 -20 -95 1T #303 CARD N ELEV. 28.42 CONNECTION ELEV. 2 .45 p A ROX 200 LF LT 8 +92 H w wn AC AVE ENT \N. EX. MH & 2 CW TEE LT 9 +35 6" SIDE SEWER STA 5 +20 ANDONED u HOUSE CW #1200 PAVE E T NEW 54 MH# 2 A�- - . - aPVG. SS IPE SLAT 4• C N (, A _ ~ �� VAULT I wL y 1 -3 -96 1 1 -4 -96 1 -4 -96 1 -5 -96 1 -5 -96 PVC 3.00 6" PVC 7.00 6" PVC 3.00 6" PVC 4.00 6" PVC 2.00 CONNECTION ELEV. 28.55 CONNECTION ELEV. 28.20 CONNECTION ELEV. 28.98 CONNECTION ELEV. 29.09 CONNECTION ELEV. 29.34 ELEV. 27.95 TEE ELEV. 28.17 TEE ELEV. 28.43 TEE ELEV. 28.89 TEE ELEV. 28.92 E LT 8 +00 TEE LT 8 +50 TEE LT 8 +93 1 TEE LT 9 +90 TEE LT 9 +96 54" 247 GARDEN AVE N 237 GARDEN AVE N nN w w r o r O 14 29 HAMMOND, COLLIER & WADE- C CITY C _96 3 235 GARDEN AVE N o+ .10 N Er C 3.00 1 -4 -96 4 5 - w •99 Sl Er [TEE NECTION ELEV. 28.90 6 "PVC 4.00 Q = END ELEV. 28.42 CONNECTION ELEV. 2 .45 LT 8 +92 TEE ELEV. 28.65 w wn 1 $3?96 2 TEE LT 9 +35 6" SIDE SEWER -SS 6" BSMT 29.19 STA +91 11 -5 -96 METRO WILL NST L PVC 2.00 NEW (BY PE II HERS CB 1201 N 3RD ST HOUSE #1 201 1 /2 ONNECTION ELEV. 29.34 E ELEV. 28.84 E LT 9 +71 STA 7+ 5 GRASS END NEW M ROC NNE TION MH ONC. DR 4' 9 +54 1-4 -96 D 6 CEDAR GR. DR 1 MB 1 NEW 8 " SAN. SEW R 7 i 7 i �� _ - 7 i - - -- ` - - ., i 1 GRASS o CAN OUSE CONC. 5' CED R a c0 '- - - - -'- - ° N I o p HONE GARAGE < ul-�<` ST 6 +0 ISTA 7 +25 w DR. NEW 54" 0 MH E -3 2' EXISTING NEW 54" 0 MH 5 3 m z SI AL v �15' PROPOSED # EASEMENT # z NEW C DR AY z MARKET EASEMENT STA +44 PATCH EXIST. h o En GRASS RE OVE &REP ACE BUILDING ci NEW 54 MH E- AC PAVEMENT AC PAVEMENT N & SIDEW &SP' EQ'D NEW 8" SANITARY o N E36 z REMOVE & REPLACE # 6 SAWCUT VEMEN EWER EX. ALLEY PA MEN Gi PARKING LOT En o o y 1n c c� (BY OTHE GRASS p EX. FENCE &GATES STA 7+ 9 PARKING SD 6" NEWT E II CB N R. DR 36 CB TYPE I p o (BYO ERS RIM 33.47 6 +02 rNN #E -4 IE 32.02 N Er TEE T 9 +50 END sr 7 +59.81 SEWER a 00 `n 0° N Mij HOU E TEE LEV. 28.72 12 -20 -95 95 = N 3RD ST. cD OT 29.8 CO H USE CON ECTION ELEV. 29.02 NOTE: T [RIM S H p I 13 RIM 3 .43 6"PV 3.00 CONTRACTOR 0 RECONNECT 3 C Y OF RENTO � METRO CONNECTION CITY OF RENTON IE 29.4 N 12" 1 -4 96 ALL ACTIVE SIDE SEWFORS TO IE 7.ARNOLD'S MARKET. INj CTI VE IE 7 12 S PROJECT w PROJECT BY OTHERS PROJECT IE 31.8 S 8" STUBS SHALL NOT BEI REPLACED4 SSMH 5 BRICK m �D BURIED TRAFFIC CABLEBOT 27• 2 11 10 9 3 2 RIM 34.0 1 I N 43A723 (WITH CABLE TV) BENCH MARK ..5 ARNOLD'S MARKET IE 27.59 N 8" SET MH #E -5 1 ar - I 250 PARK AVE N 248 PAR AVE N 240 P IRK AVE N 236 PARK AVE N 232 PA K AVE N 1 -3 -96 CHISLED SQUARE AT BACK OF WALK NEW 42" METRO TEE RT 8 +22 rTE E RT 8 +62 TEE RT 9 +04 TEE RT 9 +95 AT NE QUADRANT INT. OF N. BROOKS PARK AVENUE N TEE ELEV. 28.07 N E ELEV. 28.81 TEE ELEV. 28.47 TEE ELEV. 28.91 AND FACTORY SANITARY SEWER CONNECTION ELEV. 28.32 ' (BY OTHERS) PLAN NNECTION ELEV. 28.39 CONNECTION ELEV. 29.07 CONNECTION ELEV. 29.30 ELEV. 37.04 0i 6"PVC 2.00 SCALE 1" = 20' 1 -3 -96 = PVC 2.00 6"PVC 3.00 1 PVC 3.00 + 04 - 4 -96 1 -4 -96 1 -5 -96 00:2 ............. ........... ............................... . w o in !n ... . .......... ...... . ................. ............... . . ....... .............. . .. C4 ...CITY OF RENTON METRO CONNECTION CITY OF RENTON Z ;,1 z O r z o < + PROJECT PROJECT BY OTHERS PROJECT o _j -f- -t- gym m m �� r mn rn �-1 rn ° orn oIj w 10 .-. O ap 11'1 = co _ ° = r M w M J OU + = W a t�0• Lo f0 Lu 1C (O CL r; r �- r'') L� ^ O rn: w M Z n N N N F. = CD Q =} Nm } mNm } O)NN O� r OH } V) �(V Q ¢ 1- - N .......:........... F. 04 f-, 10 ..... J N J .. N . F-. O 0 ......... m .. ° _ ..IN\.... U .. ...... J.. ..... �„ - W . Z H .. .... .. N ...........................: (n r'3 tA' d- Z .....�......Z.. Z Z W J F ° O m fn "M Of Ld ¢ I v� I eM v� I M H cD ^ I N D ¢ ¢ U J: Lo E~iI j F- vU ¢ Z (n N W (� N F- N W W M W M w cn ,"1 to N° p W Z - N r }f, N N U-^ M J W W Jk : (O J 4k c,(u7� 01 J x N X M N J .. Z .. _- D' -F1 0 W O (-D J M r0 M O ° kA ° (n (n J CV J rf "�`(OJ _ W p'� C:) wi W d J - ¢ O N c0 W m -` ^Of t!7 cn Cn Q c0 Z pf W * zp1l.L W ^ d- > W �Y I� �..��; ¢� 1c; �_� . (nnM¢� zEn L' wNO� � +� +� +w +W r� +��M +rn +Z+ ~ 00 Of +� +ad3 3llytlLM r �� w +1.j-ai: � O _ + ` + + z <r v r W .o. - a+o n. W N ........... ..............:................ rn... 40 40 cn vz >¢ >.r r�n�ra�¢- p1� z - ¢�a�w E� o M.... uj1 m. <o a e ..... m.�. rT-- N 9- _ O p -- W ?� N C7 N J W Of N° 00 co F + 00 00 ¢�: Do m ate_ Sao :2 :2 g¢ 3_ �¢� ¢o¢ 3 }>_ <m cam¢ ¢ ¢m¢o ate¢ w��} �_ ¢aw<� o LLJ w t F w� rw�r wl Lu w� H -<--ZF - w - E _ I- F ¢�z rw� JJm Z Lo w W W NZ Ln CC W Lu NZ to E W W w C/) E Ld E N E - Z Lo K Llj cn 3: m D cn Do U) CV z-1n it W N N w w m o w= N z U- � 0_ w"�.� W W !n U Z N iL' w M. W EXISTING GRADE In 35 ......... ....... .......:...... _ ......... - .....:..................... ..:..... ...................:........... .... ... ------ - 5 ................... .... ............................... 3 +'2781 PROPOSED GRADE O a I U .. 30 .............. .. .......:..... ... ....... ........ LE CP...........:..........! LF ®0:41 %....................... 0 290:9 3 PLUG ABANDONED 8" SS ER 87 3 LF ® 0.54% _ __ - -- - - - - -- - - - - --- - - -- - - E - - NEW 8" PVC SAN SEW NEW 8" PVC SAN SEW NEW 8" PVC SANITARY SEWER Q -'o : - 8" METRO. NSAN 8 SEWER N N ..... • a ..... m. 0 25 °��o Sh2�r�° Ex. �E W .�0 .................... .................. .... ...... ... .. . ........ .... �...�............�.....F -O F.NJ .81•- .........�M �� .. r.�..F� �....+ �� z� WA -4Ula 25 .......... ......... .....�. o + Of 36.3 LF O 0.52% f+ PLUG ABANDONED 8 SS CONNECTION � J o M Qf J Of+ J J 83.3 LF ®0.44% to . +3 rn °rn NEW 12" SD (BY 0 HERS) w IY q W L 0' Lu °' Lu 0' 43 LF ® 6.53% ° w N W o w w to w n ¢ w ...... ... w ....... ... ....J N N LLI W W W W° W W W W W V) SS C1D� v1 (BY OTH RS) CID r + N J ONAL E x I + DO �$ 0 vwi U)) cn. n v o n a v v1 n p v wr . ...:..................... ...... .....- + o .�........w ............w ....w ............� ......... w ...� . LJ .w w ...d w 00 0 ,- � a0 7 +00 O� rn� r° r W O a¢ o¢ p¢ 0¢ 9 +00 o L'j a o¢ o� o� p� o�> 10 +00 ¢Lwi"es 3 /26io3 5 +00 6 6+ w w+ � �o n nN w w r (n !n !n N (n (n (n (n (n ( (n Ul (n (n V7 HAMMOND, COLLIER & WADE- C CITY C CENTRAL RENTO( .�r w f V BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 6 1 -5 -96 1 -8 -96 1 -10 -96 3.0o s" PVC s.00 s "PVC 3.00 Y" & CLEANOUT GARDEN AVENUE N ELEV. 29.50 CONNECTION ELEV. 29.14 CONNECTION ELEV. 29.80 1 -9 -96 6" PVC 11.00 ELEV. 28.98 TEE ELEV. 29.02 TEE ELEV. 2938 6"PVC 5.80 CONNECTION ELEV. 30.81 10 +14 TEE LT 10 +24 TEE LT 11 +21 CONNECTION ELEV. 30.39 TEE ELEV. 30.25 PK TEE ELEV. 30.14 TEE LT 13 +55 N 3681.76 231 GARDEN AVE N T LT 13 +35 1- E 4710.47 w o co 227 GARDEN AVE N 223 GARDEN VE N 217 GARDEN AVE N 215 GARDEN AVE N 211 GARDEN AVE N LL p zo� W ° J + n = o w LLJ 10 11 12 u� SSMH 54" Q F 5 g 7 i 8 ; 1 -8 -96 9 1 1 -9 -96 CB TYPE I EIM30 31 7N 8" � cn w 1 -5 -96 fi PVC 4.00 6"PVC 2.30 RIM .6, - z IE 30.31 S 8" w 6" PVC 3.00 " 1 -8 -96 IE 30.6 N 12 CONNECTION ELEV. 29.62 G PVC 4.00 CONNECTION ELEV. 29. CONNECTION ELEV. 30.5 IE 30.6 S 12" N o0 RIM 34.63 TEE ELEV. 29.66 TEE ELEV. 29.85 < TEE ELEV. 29.14 CONNECTION ELEV. 30.0 BOT 29 0 3 :D00 TEE LT 10 +44 IE 29.17 N TEE ELEV. 29.46 TEE LT 12 +06 TEE LT 12 +51 _ _ _ _ _ _ IE 29'17 S TEE LT 11 +56 END CB TYPE I E D 12 +21' RIM 35.00 13 +38 O IK END 1 -8 -9 IE 31.98 W 8" 1 -g 96 12 0 2ND ST z 3 CB TYPE II 48" 1 l,'2 10 +85 REMOVE REPLACE IE 32.00 S 12" RIM 35.79 GARDEN VE N 1 -5 -9 GRAS EX. ALLE PAVE ENT INS ALL NEW SEWE BOT 30.4 a IE 29.94 N 12" CE, CLEAN OUT AT A EY REMOVE &REPLACE a IE 29.24 S 12" STA 10 +85 _ m IE 28.44 E 8" GRASS NEW 54" 4 H #E -6 R/ MARGIN FO EXIST. 8" SD & CB' HOUS 0 V) 0 2 IE 28.29 W 8" HOUSE „ RE ONSTRUCTE 4' CEDAR GRASS AS REQUIRED m m CB BOT 27.8 B ST 32 06 FENCE SHRUBS CB SID SEWER 6' CEDAR w DMH [5", CL ,:� GR. DR. RIM 3 r.7 GR. FENCE ~ RI 1 R TIES 5. L IE W 6 1 1 © 1 1 GRASS 29.32 E. 10 00 - 1 + 1 N 0077'07' E - PVC S S PK8„ N _J682 75 1 - -- - W _ _ 1 G 1 _ Z tG 2' E 4399.38 w N N W SD oD 4" SIDE ELEV 36.12 0 00 ¢ a ¢ GARAGE ASPHALT �� p¢ SEWER CO C. Of GRASS = o m m n n PARKING = 6' CEDAR n m BLDG ¢ c0 c0 �, cD c0 ' CB c0 FENCE c0 0 CB 0 GRASS CONC. WALK 0- RIM 5. ¢ a G ASS ASPHAL RIM 35.46 of z 0 PARKING < o OH POWER IE 3 .5 cs DROP S MH #E -6 / STA 13 +83.45 p ai 1 5 -96 `° NEW 54" s3 MH #E -7 0 SIDE BSMT 30.75 V) LDG SEWERS z 2 AREA OF PROBABLE 0 BURIED TELEPHONE a PLAN TEE RT 13 +03 0 d TEE ELEV. 30.08 rn 04 .r SCALE 1 " = 0' CONNECTION ELEV. 1.06 rn rn * N 5 4 3 6" PVC 3.00 1 00 N N N N 8 7 6 214 PARK AVE N 1 -9 -96 N 3683.14 w Z V) 00 228 ARK AVE N 224 PARK AV N 220 PARK AVE N 216 PARK AVE 212 PARK AVE N 210 PARKA E N 204 PARK AVE N 200 PARK AVE N C17YMON M N'N N 232 PARK AVE N TEE RT 10 +35 TEE RT 11 +02 TEE RT 11 +97 TEE RT 12 +18 TEE RT 12 +82 m w��i,o0 TEE ELEV. 29.06 TEE ELEV. 29.33 TEE ELEV. 29.63 TEE ELEV. 29.70 TEE ELEV. 29.92 PARK AVENUE N w w w w m CONNECTION ELEV. 29.16 CONNECTION ELEV. 31.00 CONNECTION ELEV. 30.85 CONNECTION ELEV. 29.98 CONNECTION ELEV. 30.89 6" PVC 2.00 6" PVC 4.00 6" PVC 3.00 6" PVC 2.00 "Y do CLEAN OUT PER NOTE z 1 -5 -96 1 -8 -96 1 -8 -96 1 -8 -96 6"PVC 10.00 ^m 1- 9- 96 ....... .............................. ........ N u M.M.. ............ w.......... W O LO .................. M M J ui CO to r +: F O M : Z p _ W F- F- + f- N J J M 0 N Q W J J ft! C4 J� r 0. 0.. n M U = '� F-r MNN : O 0.� 0. 0.� .- .0....J O . - -LX ............a- :..ate.. N _4.. ......� ..(p �........... F-Q �.... d'...- ....0_. F. cD--- -- '-- --.. -. .. O- -----'---- -0... �O _ 0. Q F (n....� +F F .....�+ v �..�OJN.� +.- ... >w3? W o W wow w in C-i �N 3 � 3 �¢ NX �UJw JOJ 2' JO N�Lil M aY WW+ W+ W WNW W �F7 L•JN WM w W I) .�Z..� �F d+-O Lu -w Ln W O w V)N v1 - vt to in vl N - (o V) vl r- 19. ¢ 0. U) Lu wM �. 00¢2 .-.. -. 2� 2 .-(/)w w¢ W��Q111_ W¢ WQ W¢d(+D MNO wQ W< W¢ : 1_1¢ Q?�e x°000 ¢� ¢p ui W + W+ W + 2 Z (n + ¢D p 0 p p p 3 M p p .... p p F- W <r W F e F Z �.�. W W �- -F -F -F -F -F} F F F F-- V) ORw O Lu ........O0V). ..... fn V) ... ....... -N (/) . ..... . . . . . .. . ...(n V). -V) !n. V) V) - - ... - - - - - .. - .V) !n.... . 'tp.�.F.(n V)..... V) V) . ...... ..V) Lo..:.. V) (!) .. V) Z Lo .E w. W .:..... V) .00..V) x..........40 .... ... .N .... 4 w waw¢ w< Q� 00 00 w¢ ¢a' p �F �F- pF-- F-w d pF F PROPOSED UNK - -m in N NV) (n in (n Nz Lo o w w �n (n ) GRADE 35 " X. 8" VCP 0 •O�i�� a EXISTING AN SEWER GRADE 30 ......... .......- - - - - -- ........ ... ... -- - NEW 8" PVC SANITARY:SEWER co w 0 --EXISTING 8" PVC E BeRC NEW 8" PVC SANITARY SEWER WASti7s7 297.5 LF ® 0. - d'w > ¢ SANITARY SEWER m a °F tic p o mJ w M AS P -349 c °y $ o 0 co (n PER LLJ o ............290..9 .LF. �:0.41� ......... _ ..r......... v. c�........ 25 ..................... ........... ....... ........ ..... � o� > 7 w� :z(/)o +a ¢ +o +w �eC1 °85'aE� � ¢ m _ : M w0 M CD N : : eSS10NAL Ems` Q w w 0 W V) MIRES a/2e > W .......................................................................................................................... .............................. .Z m 10 +00 11 +00 12 +00 13 +00 - - HAMMOND, COLLIER & WADE- CITY OF RENTON REFERENCE NOTE �� 111pf PROFILE LI VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS ORECONNECT EXISTING SEWER SERV/CE TO THE NEW 8" SANITARY A3 -BUILT CERTIFICATION 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD Q' I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SCALE 1" = 20' H SEATTLE, WA 98103 -809° PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82, A4 r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 1" = 5' V S -0513 (206) 632 -2664 HCN -L ALLEY BETWEEN GARDEN &PARK DRAWING # BR 35. SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL FROM STA 10 +00 TO N 2ND ST 23913 ME OR UNDER MY DIRECTION. DESIGNED: REB DATE: 6/26/95 FlLE NAME: �q ruro PLAN REVIEW DATE DRAWN: DPH F.D. RINGEL L.S. 23613 DATE' /° zz- q6 scALE: AS NOTED FlED BOOK: PACE fJIPIR6 9/11/9% CHECKED: SEWER UnuTY DATE NO. REVISION Bl' APPR. DATE��jj p APPROVED: SHEET: 17 OF 3 I �tIi i II Ida dIi { - n' 4X a� Yk77'is 7 ' i 1 1 -5 -9 6" PVC CONNECTION TEE E TEE LT P 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 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 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 ■ 1 -25 -96 1 -25 -96 1 -31 -96 2 -1 -96 2 -1 -96 L -[ -ao z -7 -ao 6 "PVC 4.00 6 "PVC 4.00 6 "PVC 8.00 6 "PVC 7 -00 6 "PVC 7.00 15 6 "PVC 6.00 6 "PVC 4.00 CONNECTION ELEV. 33.95 MEADOW CONNECTION ELEV. 33.30 CONNECTION ELEV. 3.3.45 CONNECTION ELEV. 33.45 CONNECTION ELEV. 34.22 CONNECTION ELEV. 35.64 CONNECTION ELEV. 33.85 AVENUE NORTH VACANT BUS TEE ELEV. 30.22 TEE ELEV. 30.28 TEE ELEV. 31.17 TEE ELEV- 31.56 TEE E� 31.63 TEE ELEV. 31.87 TEE ELEV. 32.20 PARKING TEE LT V. 30. TEE LT 13 +01 TEE LT 14 +01 TEE LT 15 +16 TEE LT 15+32 TEE LT 15 +93 TEE LT 16 +67 S 0076'22° w N 3385.7H / 36237 N 3385.78 125 MEADOW AVE N 2 -2 -96 E 4992.00 ' 6 "PVC 9.00 ELEV. 39.00 worn 10 11 111 MEADOW AVE N _ 203 MEADOW VE N W ART 13+ 5 ELE . 16.00 12 13 1 CONNECTIO1 ELEV. 34.98 16 J + 25 26 W 1 -31 -96 1 -31 96 1 -31 -96 TEE ELEV. 1.91 N w S T MH F -4 6 "PVC 5.00 6 "PVC 8.00 TEE LT 16 03 RI MH .6 RIM 39.63 _ w 1 25_gg ° 1 26 -96 CONN CTION ELEV. 33.53 CONNECTION ELEV. 3.90 2-9-96 IE 32.31 8"N Q 6 ",PVC 4.00 STA 1 +44.85 TEE ELEV. 31.39 TEE ELEV. 31.49 2 -f1 -96 6 "FVC 8.00 START 13 +01 50 TEE L 14 +57 TEE LT 14 +80 > Cn LLI CONNECTION ELEV. 34133 1 -26 -96 W EXIS CB 6' VC 7.00 TE CONNECTION ELEV. 34. 4 L'� E ELEV. 30.11 Z 4" SIDE REMOVE EXISTING CO NECTION ELEV. 33.0 TEE ELEV. 32.03 � SDMH 48" V) ELT 12 +54 N J I Q i STA 1 +50 SEWER STORM M LINE END315966 ELEV. 31.70 TEE LT 16 +32 RIM 36.83 a W NEW 5 0 MH # -4 STA 14 74 LT 15 +50 } N CONC DRIVE A S 2 TRA IC LIGHT IE 30.28 N 12" 2 -STOR Z U) E' NEW CB TYPE I A D SIDEWALKS E 'D, 36 V LT IE 31.01 S 12" LDG f TA 13+ 8 NEW ti o a (T BLDG S WCUT EX. PAV6`M NT. 48° CB YPE II z a Q z STA 1 +65 BLDG I IE 30.18 E 8" o m ° NEW C TYPE I } o Q J S EEL PIPE n G 4" DRAIN � IE 30.16 W 8" z J JEW 12 STORM A PH. w 0 0 ¢ J J L'' 6" S DE &CHAIN O STA 1 +80 o n > AS RAIN PA KING BOT 27.8 EXIS M 3 C RC NEW C TYPE I = 1 PAR I G SE R CLEAN U X i U) Z�M DRIVEW Z O EXIST. CB S 007739' W fz_ry 13+ o D 1 R PRKG s ao75'2e' w V 7+ D ` Z STA 17 +79.75 Er FWC 1 2,. 1a+oo 1 EW 8" SAN. SEWER 1 G 2 1 "SD _ 8" SD GNC y' _STA 3+ s sEwEa NEW 1 OLF- " SD ROOF CONC. GARAGE CONC. z z^D REMOVE & RE E YARD DRAT DR_ GARAG PAD I ° ° 5 RECD NECT EX_ RGO M DRAIN o v STA 17+05 4" 0 0 DR. U BUS BARN ALL Y PA NT 36 DRAINS TO STORM D RAIN o CO NECT TO n NE 3154" d MH #F -5 GR_ DR NE" CONC DRIB LAYS a W B S BARN C4NC. GU TER I STA 16 +65 RO F DRAIN SSMH 54" AN SIDEWALKS R CB NEW CB TYPE 1 S' PICKET 2 BURIED TRAFFIC CABLE Li 5' CEDA SA CUT EX. PAVE AE RIM 38.4 23 LF 6" SD n M1c RIM 36.71 c� FENCE c5 Uri o ° 36 CB . N 480730 Q FENCE z SA CUT STREET IE 32.51 N 1r ST 16 +90 IE 30.73 N S' o NEW CO C DRIVE NAYS 2 CB RIM 39.17 � aiYM'oN p o IE 32.51 S 12'NO IE 30.92 S 8" Q AND SI EWALKS EQ'D, cD U PA EMENT TO RIM 37.6 NE CB TYPE I o BOT 31. CON ACTOR TO R CONNECT IE 34.00 N 12" 2 REPLA E X. 8" SD SAWCUT EX. PAV MENT. 36 o AP ROX. LIMITS 1 4 IE 31.61 N 12" ALL ACTIVE SIDE S WER STUBS IE 34.08 S 12" 0 0 WORK SHOWN & PATCH TO US BARN. INA TIVE STUBS BOT 32.6 W/ 20L EN 8" SD RI 36.63 ? o 1 -29 -96 3 36 IE 31.71. S 12" CONNE T 0 EX. 8' SD 1 -30 -96 BOT 29• SHA NOT BE REP _ACED_ IE 3t, 26 N 12" o SNOW 1 1 IE Jt?29 S 12 0 2 E RT 13 +93 2 ( 5 6 7 8 I = mic 204 GARD N AVE N 200 BOT GARDEN AVE AVE N N 374701 ° E ELEV. 31.10 TEE RT 14 +76 E 4747.01 V) ° C NNECTION ELEV. 33.5 TEE ELEV. 31.4 BEN H MARK CITY MON d' t TEE RT 15 +52 TEE RT 15 +98 TEE RT 16 +69 CB -6! PVC 3.20 CONNECTION ELEV. 33.87 TEE RT 12 +57 PLAN TEE ELEV. 31.71 TEE ELEV. 31.89 TEE ELEV. 32.21 RIM 39.49 CHISLED SQUARE AT BACK OF WALK GARDEN 1-31 -ss s "PVC 4.00 TEE ELEV. 30.12 SCALE 1" = 20' CONNECTION ELEV- 33.61 CONNECTION ELEV. 34.27 CONNECTION ELEV. 35.22 IE 34.73 NE 12" AT NE QUADRANT INT. OF N. BROOKS 1 -31 -96 CONNECTION ELEV. 34.40 AVENUE NORTH 6 "PVC 5.00 6 "PVC 3.00 6 "PVC 4.60 BOT 33.3 AND FACTORY 6 "PVC 3.00 TEE RT 12 +94 w w w TEE RT 14 +30 TEE RT 14+83 2 -1 -96 2 -2 -96 2 -7 -96 ELEV. 37.04 1 -25 -96 TEE ELEV. 30.26 w > ¢ Q°i TEE ELEV. 31.29 TEE ELEV. 31.51 N CONNECTION ELEV. 33.92 O m o r TEE RT 15 +22 r w o (� _ CONNECTION ELEV. 33.45 CONNECTION ELEV. 33.95 6 "PVC 4.50 � U) + � � M 6 "PVC 4.00 6 "PVC 8.00 TEE ELEV. 31.59 CONNECTION ELEV- 33.60 o M +v n o 1 -25 -96 0 ° "2 N 1 -31 -96 1 -31 -96 ° °° °° m <° n o m z= a w w ¢i- 6 "PVC 4.00 0 0 o N w M a ui c� _ _ ri rn z `' ¢ u� � O pp M N v N: Q Q N.Ji F.- ?' W ..1-.of v .. �}- . M M M .. . to mM co ) ......j,< �1A -- ------ -- ----- -- - --- - ---- - --- --- ---- ------ ----------- _ ..�v O W .. . 2 1 96 r7 w 0'00 ...... . ........ O . .... . - - .. ..........7 ..N. ..p... - W .. • N .. W.. _ .�.� .... - .... - - - 04 C4 _ _ ; `-' Q 01 .0 o w M 1' O) : r7 zN� =r- W H M MOaM O •�� MM r7M MM �d� r7 :<(6 MMw 0 M O z ooi M J �- 0_ d N- J r�'1 m M _ M e0 _ d Y- (9 �` Q co +I O} w ��1i1 O O h Do - _j 03 d- tD - N - (O H W t` M Q1)-' 7_ ° H _ N m W � �� HQ •O �(O 0� .�W '°)90� W M r7 : _ u_+. Mf. w U,,�.. 0.......U� CJ _ (nO NN mW O: _fir') �O ~d W Qom .. ........: ..Xr r7N ..UC7. ...�..,,..�.�1- ..... ...� -J... J• - ..... . - 00. �. _NcNM:H.� U Nw•-ZU7 � Q� w=rn^ ^ a o '_ ~ zcn ¢tea F-na °0¢� F�_. oowQZ"1 m a°° z- ° 3: 0 a �(zinco �x#/'Izinrn N ___ �_ o N W w +�ZV) �` _ N,.,1 �'M .0 ' `' - F-W a' WWO wV) F--W w OW Ln -HOW X-W 'PF m O1 m 1 (nZW m:W (n 0__ VIZ 2mZ� �- dV1U- C� W (n0_'- W > r7 �`�`� d- �- = e e W V) I[jU e N U N - cn O = N7 _'' � = N 0= N= (O N N N N N n1 EXIST. GRADE b 0 U) = ao � _ 00 00 �F t- <�a= x�== wd ,jw = 0L'i OPROPOSED GRAD �WWO 40 oc(nrww.. w mow_ .1`0C'n w_ .wwz.Ln. acww�z mwwm.z. rw.w.m ..... ..........- - -m ... e +0.94gJ REPLACE EX. 8" SD 14.5 LF ® 2.217 1N1EW 12" SID - -- - - - - - - - - - - - - - EX 8" SD j +0.9862% i i NEW 12 ". SD _ - - - - - ...... -.- - - - - ................... ........... .. ......... 35 W/ 20 LF NEW 8 D1 _SD_ _ ,. EX. 8' SANE A Y SEWEf2 - 35 0 ------------------ EX. 6" SD i i -- - - - -- - - - - -- _ - - - - - - - - - - - - - -- - - - - - - -- -- -- - - -= r t - - - - -- - - - - - - -- _ - _ _ 938 tF ®x.85% SEWER 30 0. - -- -- NEW 12 ".SD ....:........ .... NEW 8" PVC SANI A . .. . ...........Y ...... . -.. ....... - ...... ....... -.. NEW 8" PVC :SANITA'RY SEWER L � 26 0 in d- r0 J 3 Q M n t0 N O 04 'C G 210LF ®0.33% � +�+ +�+ �+ + +� ~+ -�� rnc� F4`ofWShyT 0' N J � W ....L ° CC J� Of J� AIL) -� - + +O p�14' : c+�'A0 Ld .d. J r D N - D' ..tr �... - . .. 4= .. (r 2' O :...0_' `- ..D' .. -w N ........ rn . - oo.: .... Amr, :0-' Cn.. , . (p ...... 6o fL ... .... ~ . - ...w W ... .N .(� . .. . ... .. .. .... U)...w .. W .. - .. .... w .. w w .. ... O W W W W W W . W W D_' M (rF O �y�Qjj7 O � - M tn- tl0 �l W t0 : C) +"t � 3: NU L0 rU 3: � } } + + i ?i+ 2' +: �+ 3+ �+ � •� +. 0) WOE m w w v + rn + +U w w w W w ('T� � V) w U) n w n w n Wm w� 'w w )il0W� w ¢rn Qo 1 W + V7 U) ,.7 d r7 r7 d V) U) (n V1 V) N N V7 ` U) VI U) ;V) V) V) .U) N � V) Y '�fp� RFC 70a4 Rte' W W ,� y N tf0 W W. W W W W W : W W W W W W W . W W W W a: U '� FS O STER �. r W Q W d wO QO +O QO L M °Q °Q °Q °Q O¢ O¢ O¢ °Q °Q °Q' °Q O¢ °Q °Q ° Q 0¢' °Q S�'NALE' W W + �I- �H QOO �Ln O F-In QO H -F _F- H F- H H H F- H H. H F )-- F- H: -F J 0_QJ. ........ .... ... . ... .. ... ........ N W '� �-- U) U). V) (n ..........U) U)......... V1 In ..... cn in .fn V) .. Sn o - : - ..0 N..u) (n- - -cn U)....VJ U)..V) m ...... - - N V) . - -2 V) u) UI ...... cn .V) . N N .U) V).. . > W .... > m w .... Ur o¢ n..n(i)..... r....(n L...._r< p..NY�. W Q w Q N N 13 +00 U M 0 I"0 Q M 0 r0 C) r7 14 +00 15 +00 16 +00 17 +00 FJfPIRES 3/28/85 °__ °� D- Q J O J I- J O J �- Q J U) U) N V) > m W W W V 7 W W W > m W REFERENCE NOTE NEW 12" SD PROFILE HAMMOND, COLLIER &WADE- CITY OF RENTON RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY 20 LF 0 1.0% SCALE 1" = 20' H LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS O SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD p4S4 K Dh f� 1" = 5' V ao,o sroNEwnY N. CENTRAL RENTON SEWER REPLACEMENT PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82, W at3 0 AS -BUILT CERTIFICATION S -0513 SEATTLE, WA 98103-8 09 0 N DRAWING y BR 35. - I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL (zos) s3z -zssa acw•c ALLEY BETWEEN MEADOW AVE N &GARDEN AVE N 17" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM STA 12 +20 TO BRONSON WAY a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL O WHERE MIN. 12'" CLEARANCE CANNOT BE MAINTAINED, PROVIDE DESIGNED: REB DATE: 6/26/95 FILE NAME: 3 ETHIFOAM PAD BETWEEN PIPES. (SEE NOTE 11, SHEET 27) 23813 ME OR UNDER MY DIRECTION. •apyr� DRAWN: DPH 'rfOL LINE PLAN RENEW DATE 3 F.D. RINGEL L.S. 23613 DATE /a -ZZ - CHECKED: SCALE: AS NOTED Fl]D BOON: PIGE: EXPIRES 9 /tt /9j SEWER �u.n, DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 2O OF 7 x s jd _ _ 9 f p J k x f$ { I t[ 24X t I I' 1 DURING BORING PROVIDE REMOVE AND REPLACE APPROX. 30 LF NEW JERSEY APPROX. LOCATION OF EXISTING PARKING LOT 3 �7 NEW CONCRETE SIDEWALK &CURBING BARRIER IN FRONT OF BORING LAUNCH /RECEIVING 36 L�� REQUIRED. SAW CUT EXISTING PAVEMENT BORING PIT PIT PAVEMENT AND CURBING 2 MATCH LINE STA 1 +75 SEE SHEET 24 MATCH LINE STA 1 +75 SEE SHEET 26 36 35 LF 30" STEEL J7 20 CASING PI RIM 32.03 i TEE RT 1 +41 HOUSE CB CB u o TEE ELEV. 26.96 CB a RIM 31.68 RIM 31.69 0 °�� TEE LT 1 +45 CONNECTION ELEV. 29.37 RIM 32.44 z o IE 30.08 SE 8" / IE 28.94 S 8" TEE ELEV. 26.98 VC 5.00 IE 30.19 NE 4" 345 FACTORY � O v z CB 1502 N MARION ST lb IE 29.13 N 8" CONNECTION ELEV. 29.52 ; 2-'&-,96 IE 30.19 E 4" w Y AVE N - o z v � c� RIM 33.42 1 ° POWER VAULT LTRAFFIC 6 "PVC 7.50 G o o IE 30 -09 W 4" o ° �� m _ ° a 17 Q IE 32.22 W 6" TRAFFIC SIGNAL I (0 2 -8 -96 J z ABANDON &PLUG ° m �' IE 30.67 NW 6" 3141 FA. TOR HAND HOLE � Z � oo EXISTING 8" SS Ln IE 30.77 NE 6" m VE N 18 - C _ - m vm c� CONC. CURB z w w UGP LE WEL x �� CONC. WALK = LIGHT POLE o UI WITH TRAFFIC TRAFFI SSMH 54 STA 2 +65 -3 SIGNALS B HAND POLE W RIM 32.42 NEW 54" 0 MH W W Ld �j REMOVE AND REPLACE SS r I 26.04 NE S 24" O o 24 EXISTING TRAFFIC L L AB DONED J NEWWPMISMARY SEWER NEW 24 SANITARY SEWER ISLAND AN. EWER z +oo a+00 4 +00 rf mir, zn :too + +( MH m OOPS NEW CONC. SIDEWALK MH N Q RIM 32.49 S A 1 +82 G -4 AND CURBING REQUIRED pd RIM 32.75 FACTORY AVE N IE 26.07 E & W 24" D W 54" 0 MH 2 SAWCUT EXIST. PAVEMENT CENTER 27.57 N & S a ° � IE 26.77 S 8" 36 IE 27.96 E IE 26.56 NE AND CURBING G 2 z UGT UGP ® ® J SD MH _ MH TEL. J -BOX v > RIM 32.02 °O 00 T- RIM 32.34 r) TELEPHONE (n IE 29.29 NE 10" IE 29.90 NE MH 4" Y n m PROTECT EXISTING AND a Q RIM 32.79 c0 LcB w � VAULT w= wv� ABANDON EXIST. MH m > IE 29.34 S 1 3 - TRAFFIC SIGNAL IE 27.72 NE IE 27.17 W IE 29.37 SW . IE 25.88 N/S 24" IE 26.43 E 8' REMOVE AND REPLACE EXIST. STREET PAVEMENT a ° ° a NEW PAVEMENT &WALKS 0- RIM 33.32 =OUTSIDE OF LIMITS. n 1SD MH IE 31.97E 6" V) CONTRACTORS RESPONSIBILITY a RIM 32.32 IE 26.46 S & W lLnm 0 1- w cn Z VAULTS /HAND OLE �+ r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 2 zo ° RIM 33.51 IE 28.94 N & S 10" TO REPLACE DAMAGED SURFACES IE 27.04 N cn BURIED TRAFFIC CABLE 3 E%PRES s /11/g7 0 c� z wwp -r7 -0ra 36 IE 30.51 W 6" 10 c 16 17 18 19 20 21 22 23 24 25 26 24° w SCHEDULE B EX. 1 SEWER REHABILITATION °J 1 359 FACTORY 353 FACTORY 351 FACTORY , 343 FACTORY 337 FACTORY � 329 FACTORY 325 FACTORY SANITARY AVE N AVE N AVE N AVE N AVE N AVE N AVE N SEE SHEET 35 I- PLAN SCALE 1" = 20' REFERENCE NOTE: Ot RECONNECT EXISTING SEWER SERVICE TO NEW BENCH MARK DANCE WITH 8 PVC SANITARY SEWER IN ACCOR N CHISELED SQUARE AT BACK OF WALK THE CITY OF RENTON STANDARD PLAN # BO 82, N Ljj AT NE QUADRANT INT. OF N. BROOKS DRAWING # BR 35. z o ~ w AND FACTORY J n w ELEV. -7.04 � o ..m 0000 U Ln Cf) N - into d - F-- Q w N N : ra- _ : N N N w - Q F- W N J �r F O - (n in �� . f- r7 ° r r ° Boa w N w I n- x 1n1nrn x = d o a q1- 0 40 40 .............Q.. ....�� ....a.. ..o off.......- ........� °.. N 00°x N N Q NNN :E 0 ' NCO: mini NNN J MI W �J O d wi ^N : O Q ^ ^^ �Q x �v rD< w Z�vv w C.J UO r Z in w - - Z +N. mow: Z +N�`--"� : +fig _ 04(n < =.• p>�NM- _ EXISTING GRADE F- � ''1 � _ F -- "') e - - mod' J ' ' - ............... . (n N bzi n DD x000 NN Q�c NN00 �(nQ 0000 CO - 5 35 ..............a �.. ......... a ¢� :.. � .................... t=w <t w.. g....... - w x xH -www' Xe - www e~nz� www tnz n r www �wenmwww wcnm_ wtnm - -- REMOVE EXISTING 8" VCP SANITARY SEWER 0 30 ........................ - -- f-- ------------------------------------- - - - - -- ------------------------- _. 1 -------------- -- - ------------------------------------- - - - - -- ------- ---- - - --- - ----------------- -------- - - - - -- - - - - - - -- ---- ---------- - - - - -- I1. 1111 ---------------------- ---- - - - - -- ---- --- --------------------- - - - - -- . NEW 24" PVC SANITARY SEWER NEW .24 ": PVC. SANITARY. S .EWER ...:...................... 25 25 JEX....... ......... EXISTING 8" VCP SCHEDULE SANITARY SEWER 82 LF ® 0.2% 286.2 LF: ®0.08% �_O�f SANITARY REHABILIT PLUG EXISTING 8" (y WASy�S� 20 ....SHEET 35.. ..........:...........SANITARY SEWER ...:.. �Na _ tioz� 17084 e /ONAL E 1 +00 2 +00 3 +00 4 +00 5+00 E%PIBES 3/28/ II AS -BUILT CERTIFICATION a - I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL °o �+ r LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 23613 >'..� ME OR UNDER MY DIRECTION. �AAL LOO F.D. RINGEL L.S. 23613 DATE' /o Z z - 96 3 E%PRES s /11/g7 0 c� z wwp -r7 -0ra PROFILE SCALE 1" = 20' H 1" = 5' V S -0513 APPROVED: Ns 1 �7 NEW 8" SANITARY SEWER NEW CONCRETE DRIVEWAYS AND SIDEWALKS QT(6 5 REMOVE AND REPLACE REQUIRED. SAWCUT EXISTING PAVEMENT PROTECT EXISTING & NEW PAVEMENT AND 36 EXISTING ALLEY PAVEMENT WALKS OUTSIDE OF LIMITS. CONTRACTORS w RESPONSIBILITY TO REPLACE DAMAGED 4 2 SAWCUT STREET BENCH MARK ELEV. 37.04 SURFACES. MATCH LINE STA 1 +75 SEE SHEET 28 36 36 PAVEMENT & PATCH CHISLED SQUARE AT MATCH LINE STA 1 +75 SEE SHEE 29 BACK OF WALK AT NE TEE LT_ 1 +71 ° 1 I PO VAULT STA +35 NE CB TYPE I QUADRANT INT. OF N. I CB EIVIO dig REf'L�xC� d STA 7 +62M #G_1 BROOKS AND FACTORY TEE 29.23 EXISTING ALLEY PAVEMENT 5 CD TRAF IC SIGNAL BO NEW 72" 0 MH LT 1 +65 RIM 36.38 CONN EL 30.86 F SSMH 7� co 2 8 FAC RY 204 FACTORY 200 FACTORY Y cv 6 "PVC 0 = TEE RT 1 +50 36 w ELEV. 29.79 AVE AVE N AVE N o 2_19_9 TEE ELEV. 26.20 RIM 35.42 CB CO NECTION L 31.75 CB E I Dc } D__ W CONNECTION ELEV. 30.07 Y IE 25.40 N 24" CB RIM 35.05 6 "P C 6.00 , t0 RIM 3 29 "11 Y 12 w m N w TEE LT 45 Z _j IE 28.59 S RAFFIC N 1 2 , 3 REPLACE , J c3 � oc Uf _ Q o 6 "PVC 4.00 13 a RIM 5.09 3- 96 IE 32.1 W TEE ELE .29.1 ° Q HOUSE SIGNAL 0 z w w cn 2_19_96 1500 N 3RD ST CONC. WALK GAR B BOT 3 SUNKEN � o _ N CON 30.00 I� BOX STA 1 20 NEW CB TYPE 1 v w w � O 1 MH REMOVE �� I SIGNAL POLE 1503 N RD ST 1 z CURB v z n o O w 6" -_ C 3.00 I RIM 34.30 0 CB 1 0 1 0 _ _ Li 1 v .' CD o L 2 - IE 29.22 N & S 10" RIM 34.71 SD I TRAFFIC /SIGN L BOX RE . WALL v o = IE 29.65 E 1 UG + bbm I w STA 1 +33 W 3 W ? __- TRAFFIC 3 NEW 8" SA ITARY SEWED W W Q In NEW TYPE I CB IE 25.60 N/S 24" O o SS 8" LOOP SS 8" SS 8" c~n LO 3 N 8 SANITARY SEWER F SANITARY SEWER too +oo = e +o --- 9+ 10 Do W PAP rIn LO 7777- - NEW 12° STORM DRAIN REMOVE z Q REMOVE AND REPLACE 2 4 SS 42 M J ~ SD MH N + 4 CI SS STA 9 +05 IE 31.61 E (n STA 5 +92 EXISTING STREET PAVEMENT 36 NEW 48" CB TYPE 2 NEW 48" CB P 2 STA 9 +08 #H -1 IE 31.49 W 12" FACTORY AVE N NEW 48" CB TYPE 2 UGT RIM 39 RI NEW 54" 4 MH Q w G 2" 3 I NEW STORM DRAIN (BY OTHERS) BOT 30.5 z 2" YARD DRAIN v STA 5 +96 G -2 00 C TYPE I- Y SSMH 96" y -_ J Y Y Y Y IRRIGATION D '. Y NEW 54" 0 MH TEL. VAULT B R IM 35.2 w M a o a s a a AD R.. VALVE ¢ J a i a RIM 35.19 I- CB ME II o a F I 25.57 10" IE 24.55 W POST L CB TYP I RIM 35.98 SSMH 54 NEW CONCRETE DRIVEWAY RIM 34. i 26.30 12" IE 25.22E F RIM 35. 2 IE 30.48 N 1r Q' o AND SIDEWALKS REQUIRED IE 29.8 10" o IE 27.22E 8' z IE 24.55 S TEL VAULT IE 31. 2 E 12" RIM 35.98 ci ci c5 c5 c5 >' ci ci z IE 25.49 10" o w IE 33.01 NE 8"0 BOT 2 .1 IE 29'17 N/S 8" 0 0 0 0 0 LJ 0 0 SAWCUT EXIST. PAVEMENT BOT 284, o BOT 24.8 �' 40 BOT 32. IE 29.17 E 6" o U o o cD o 3 STA 1 +54P 2 c� NEW 24" SANITARY SEWER ° NEW METRO MH #R10 -6A MONITORING WELL CD 36 CB TYPE II -48" Z min 15 LF ®0.0666% (BY OTHERS) 27 28 RI 34.49 29 CB TYPE II -48" W w I, 14 15 16 17 18 19 20 METRO STATIOId'I�JG 25 +18.34 IE 8.95 N/S 10" N � _ 311 FACTORY IE 9.71 E 10" RIM 35.44 � 0 0 , IE 29.94 N/S 12 � 251 FACTORY 247 FACTORY ( 241 FACTORY 237 FACTORY 235 FACTORY 225 FACTORY 221 FACT AVE N BOT 28.1 BOT 28.1 I i s m AVE N AVE N AVE N AVE N AVE N AVE N AVE N STA 7 +62 REFERENCE NOTE: CONNECT NEW STORM PLAN NEW METRO CONNECTION MANHOLE (BY OTHERS) #R10 -5A O1 RECONNECT EXISTING SEWER SERVICE TO NEW DRAIN TO EXISTING S LE 1' 20' METRO STATIONING 22 +25.73 8" PVC SANITARY SEWER IN ACCORDANCE WITH CATCH BASIN �. � N cn THE CITY OF RENTON STANDARD PLAN # BO 82, 00 N mo^ DRAWING # BR 35. N _ N w N ;iv : '� N j M� :� N �MN Chi phi - �:m m « P, 1`1 O REROUTE SIDE SEWER TO CONNECT z o W Z O � 11 o o Do �`! ui nom 3 N I m '°M rn rn '� _ M TO NEW 8" ALLEY SEWER - + w J LO w ;r co w 0 ; : N n N N ." 0- N N N W_ N N ... N .. .. ..:.... ....... .. N1N-. ..M:.. a ... N N N. ............................... .................. ............................... c�I2 .........NJ .. N ............. ............................�.. �N mod' .... .� -h r �} - N o - riw �........ O REPLACE EXISTING TRAFFIC DETECTION o = Lg) =LO UJ I- NNO1 : N = �. _�� d: _ o_ ao M H ro of 3 R A E N to °'N� u7 � _j ti to �- M Fr rn I r� LOOP AND MISC. EQUIPMENT w _ Q w Q w o N N o r� oin r� in a r> N m°c�° '� v '� EXISTING GRADE �~ '� _ °' rn Q F- w N N N _ v '' O W Cn (n Q k- W = N S O cOm Z �3� W , W W _ vi-.?i Z (n r -� w m M .��"""►►► J N : - �Si+ c0 2 _ _ V) V) a NN ' M It N +c� w t- N.+ ±ro ""N w oz� --- ---------- - - - -0� W.a.�. ................... 40 � . s . ............................... .^ i .�.o. = o � � ^ ^d N-N M�.� rn C6 z in w y LJ I 40 corm a; �'o Z N... I v o N d _ REGRADE GUTTER LINE: w N ° W (.J + Z Cn N ; +'"� v�-'v : Q(n � N � OJ.-w r � � r N W � � N tb N H W � � � ~O Q �� a � 1 Sao ro ro oo TO ELI M I N ATE SAG LU Lj >Z�M.�.� LF1 LO ,,, -1�d-e U W d' W W WWZm �W mw Z(n�W W W 0Z d'W W m �_WO FLu W t 2 0lnQ DO W��:Q NN00 NK -m �W.W Z �WWW fnZ - - -- W X H W H D_' W in E W W W Z. U)Fr W W W ...... ........ ... - .....--. .- ...---------------- .... - -.... �% .. ... -..... ...: rJ 35 ........... . .... ..... EXISTING VCP REMOVE NEW 12" STORM DRAIN 8 EXISTING "VCP 130.2 LF O 0.41% SANITARY SEWER SANITARY SEWER EXISTING 8" VCP ------------------------------------ ----- 7777 - 7777 -- EXIST. 8' VCP SANITARY SEWER 26.1 LF O 14% I NEW 12° STORM DRAIN --------------------------------------------------------------------- - - - - -- ---------- 7777 -- SANITARY SEWER l 7777- ----------------- -------------------------=--------- - - - - -- 7777 -- --- - -------- - - - - -- p 30 ---- - - - - -- 7777 -- - ... -- -------- -- ----- - - - -.. - - - - 7 -- 7777---- - - - - -' . . ... . 25 NEW 8" PVC -SAN. ..... ...�.N..... N �..... ... NEW' 24 PVC SANITARY SEWER ............... ... ....... - J. - 191.9 LF ®.32 %............ 5 SEWER 46 LF ® w N 166 LF ® 7F00 NEW: 8" PVC SAN. SEWER p NEW 8" PVC SANITARY SEWER 6+* 00 z _ s4b p s /5�4 rn 0.12% 146: LF ® 0.4% 0.08% �~ N F CONNECT T0: EXISTING CATCH BASIN Q 0 o ~ m w ° M O NEW 12' STORM DRAIN IE (S) 30.00 20 ........... ........... .. N v... �ID.......................................... ................- ......- ......- �.°°,0) z (; .......... N o M �� - W NEW 42" 0 METRO z+ i -- N +0 z 0o m ;SEWER (BY OTHERS) 1= °' n W ¢woo -- - w N � w w Nz. .�...o ww ..... 8 +00 9 +00 10 +00 + Y PROFILE SCALE 1" = 20' H HAMMOND, COLLIER & WADE - CITY OF RENTON 4iCK DIP 1" = 5' V LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS -RK fis`'* �"ert AS -BUILT CERTIFICATION CENTRAL RENTON SEWER REPLACEMENT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 0�� yc� 4010 STONE WAY N o CF SQUARE AT BACK OF WALK t LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS ire $0 SEATTLE, WA 98103 -8090 FACTORY AVENUE N p a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY m z S -0513 (zos) s3z -2ssa ecw -� AT NE p3613 ME OR UNDER MY DIRECTION. FROM STA 5 +50 TO STA 11 +00 FA 4+csras4° RECOMMENDED FOR APPROVAL 3 f0'Y1L L(�� p�, 6/084 2t„'�' DESIGNED: REB DATE: 7/20/95 FILE NAME: °, I - F.D. RINGEL L.S. 23613 DATE: �� Lz ]� FsSiSTEEK� PLAN RENEW DATE DRAWN: DPH z DPIRES 9/1157 SCALE: AS SHOWN Flan BOON: once. w CHECKED: s R - -c r tii E�wmES a�za/ SEWER unuTY n -- wH� DATE N0. REVISION BY APPR. DATE APPROVED: SHEET: 2 OF: ) i I� 1 � MATCH LINE STA 1 +75 SEE SHEET 30 I I 2 NEW CONCRETE SIDEWALKS ' TEE LT 13 +82 2 NEW CONCRETE SIDEWALKS &DRIVEWAY REQUIRED 120 FACTORY & DRIVEWAY REQUIRED TEE EL V. 30.86 36 m 36 CONNECTION ELEV. 34.13 SAWCUT EXIST. PAVEMENT Cg 1 AVE N SAWCUT EXIST. PAVEMENT ELEC 1\ RIM 39.72 /y 6 "PVC 5.20 TEE LT 14 +53 6 7 9 10 11 12 14 HAND HOLE CB O�s w ¢I PATCH EXIST. PAVEMENT 3 -5 -9 I E ELEV. 31.17 ONNECTION ELEV. 34 30 1 P x z SAWCUT STREET PAVEMENT' A S P H A W T RIM 39.89 ^ N AND CURB rT o "PVC 5.50 13 WELL OR vVq N S P N 3 3" DECID. lREES � AND PATCH 2 a VAULT N \ 3" DECID. TEES 1 " H 1 36 HED E 3 NTER UGP V�WE 36 1 = P6 -9R K N BUILDING CONC wp1 (D IN SQUARE LAN -- -- -- -- -- -- -- -- w r—a E3 U) W W W ❑ w PLUG � SAWCUT STREET PAVEMENT SS 8" S 8„ AND PATCH 2 0 NEW 8" SANITARY SEWE NEW 8 SANITARY SEWS 36 CD I2 0 00 Ta+ao Ts o _ _ ts�oo _ ± STA 12 +04 H -2 (MH ET NEW 54" � MH SET MH STA 15 +51 F__ 7 Q H -2 FACTORY AVE N STA 15 +00 H -3 3H6H96 RIM 39.41 ABANDON SEWER G 2" -96 G 2" NEW 54" 0 MH MANHOLE U1 UGP zw z J -- _ - REMOVE EB rJ o < MH SDMH a -- a PLANTER ASPHALT D RIM 37.40 RIM 37. 1 NOT FIELD LOC. TEL. J -BOX Q C3 z o IE 33.00 E IE 30.11' N/S 8" (i C5 4RIW8.97 o z z o z MONITORING WELL z z 0 0 o IE 31.55 N & IE 30.11 E 6" _ CB o o 4" p N RIM 37.90 � p 0NIr 22 23 24 25 26 8 9 10 11 1 13 14 I CRY �` I 215 AVE FACTORY I 1408 N 2ND ST N z 1411 N 2ND ST i 115 FACTORY 111 AVE FACTORY I T 1 REFERENCE NOTE: N PLAN 8" PVC SANITARY SEWER SEWER N ACCORDANCE NWITH SCALE 1" = 20' w THE CITY OF RENTON STANDARD PLAN # BO 82, J 00 1-- DRAWING # BR 35. +w m C) w ^ . .. ...... ............................... ....... -- Q.Q Lw� ... ..........................._ (L ..... ............................... ........................ ... w' w U o I0 � (n (/) 3 o C; w COO �MN)M J J . —Z _j N - O : OD Q N S aI `° _ o :....... ............................... � ° m......................� r �.................... ........................ ........................ 45 ...... ..........................cn. =x M.o. .._ .....z....�......... o f z Ir'^ X U) , Qd -MMr7 +Q2 pC1 +Z oL`I 0 EXISTING GRADE - +ww� zinLV wcD +zvTLu e Qz� >z� ��` Wli ,m oo ..<Ld v~i � ..................... 40 40 . .......................... .... w H .�.c0OO+(!D ..w.0 < 99 90 00.............................. ............................... cn z u7 �.w................ H��w �ww;T D - wNwww REMOVE ' I EXISTING 8 "- VCP REMOVE .........:.............. ......... ...............SANITAR Y SEWER ............ ..................... ..... .,.............. ........ I ,.',...................... ........................ .............. ......... 5 35 ..................T,Nj .- "VCI - ----------------------------------------- - EXISTING 8 VCP SANITARY SEWER- - - - - -- - - -- - - -- - - -- -- - -- - - --------- ---- - - - - - -- -- ----------- - - - - -: --------------------'---------------------------- --------------------------- --- -------------------- - - - - - ------------------- ------=-------- ------------------ NEW 8" PVC SANITARi' SEWER '7zT&�T 0 ...... .......: ......... ............ ..-------- ......... ..... 300.4 LF ® 0.43 %.................... ... 30 NEW 8" PVC SANITARY: SEWER +�� 3 00 PLUG EXISTING 104.4 If ® 0.32%' + � 8" VCP *4 J w :.......... ........ ......:...............� 3 .................. 5 2 25 ................. +... ..... N a N Ld m wcn Q U) o f 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 PROFILE SCALE 1" = 20' H CITY OF RENTON ' BENCH MARK wq�s� AS -BUILT CERTIFICATION 1° = 5' V HA NOGG, COLLIER &WADE - � I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS k� of WgSSiS> CENTRAL RENTON SEWER REPLACEMENT CHISELED SQUARE AT BACK OF WALK m m�� y0� 4010 STONE WAY N SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY o � o SEATTLE, WA 98703 -6090 n AT NE QUADRANT INT. OF N. BROOKS 23673 ME OR UNDER MY DIRECTION. �'� O� S -0513 FACTORY AVENUE N n AND FACTORY N z (2GS) 632 -2664 ecw -� ELEV. ACTO -zz -s� $ RECOMMENDED FOR APPROVAL FROM STA 11 +00 TO BRONSON WAY N F.D. RINGEL L.S. S 23613 DATE- / nOa4 DESIGNED: RE g DATE: 6/26/95 FILE NAME: EXPIRES 9/11/77 °`FCC /�"� ORAwN: DPH /pyAL E�' PLAN REVIEW DATE SCALE: AS SHOWN CHECKED: Flan eaoX: PRCL SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: SHEET: 23 OF: 37 C E%PWES 3/TS/ AT . s '). - WW � %7�OlI� i-� TEE LT 11 34 TEE T 1 +65 TEE ELEV. 29.87 TEE LEV. 29.79 CONNECTION EL. 32.87 CONNECTION I .� L 1 ] 1 € tl 1 10 �� r � r I (I, EL. 31.75 6 "PVC 4. 6 "P 6.00 3 -4 -96 2 3 -7 96 3 I .� L 1 ] 1 € tl 1 10 �� r � r I (I, n s 72" JUNCTION MANHOLE DETAIL NTS %4 / NOTES: 1. DIVERSION DAM SHALL BE 3/4 HEIGHT OF EXISTING 24" PIPE AND CHANNELED TO DIRECT FLOW TO THE NEW 24" PIPE TO FACTORY AVE N 2. THE TOP OF THE DIVERSION DAM SHALL BE 28.03±. 3. THE WEST SIDE OF THE DIVERSION DAM SHALL BE SLOPED TOWARD THE WEST INVERT OF THE EXISTING 24" PIPE. BENCH MARK CHISELED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 —2s -a 35 30 25 20 ' 21 NEW 22" SANITARY SEWER SLIPPED OR 24" CURED -IN -PLACE LINER PIPE SCHEDULE B N w W w w (n 72 r Q I— (n w z J v Q TRAFFIC HAND H CB 22 23 ' 24 25 26 27 28 REMOVE AND REPLACE EXISTING TRAFFIC ISLAND SD MH PER CITY STANDARD PLAN I #4014 TRAFFIC CURB ISLAND SSMH 96" RIM 31.80 IE 29 25 W 18" l 1p O 29 APPROX. LOCATION OF MH DIVERSION DAM MH SHELF SD MH TOP 28.03 I- IE 29.25 E 18" =.o —CROWN OF PIPE BORING LAUNCH /RECEIV 26.23 E/S & START OF SHELF CONNECT PExPE TO + Lo EL 28 -43 EXISTING 24" VCP I— J EXISTING 24" TC WEST IE 26.43 26 -43 Ln W o.... 28.03 / EX. 24" FROM EAST MH SHELF / w Li i co N t— - - -- - ---- --- -:- -- -- --------- ......... NEW 72" DIA ... (oco rn N. N.......... SANITARY SEWER B S Lo cn MANHOLE LLSCHED- N 4TH ST V) �O E - CENTER OF STRUCTURE TV LOG 30 ................ _ ......., SLOPE MANHOLE SHELVES s +oa ..............:... AT 2:12 SLOPE n s 72" JUNCTION MANHOLE DETAIL NTS %4 / NOTES: 1. DIVERSION DAM SHALL BE 3/4 HEIGHT OF EXISTING 24" PIPE AND CHANNELED TO DIRECT FLOW TO THE NEW 24" PIPE TO FACTORY AVE N 2. THE TOP OF THE DIVERSION DAM SHALL BE 28.03±. 3. THE WEST SIDE OF THE DIVERSION DAM SHALL BE SLOPED TOWARD THE WEST INVERT OF THE EXISTING 24" PIPE. BENCH MARK CHISELED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 —2s -a 35 30 25 20 ' 21 NEW 22" SANITARY SEWER SLIPPED OR 24" CURED -IN -PLACE LINER PIPE SCHEDULE B N w W w w (n 72 r Q I— (n w z J v Q TRAFFIC HAND H CB 22 23 ' 24 25 26 27 28 REMOVE AND REPLACE EXISTING TRAFFIC ISLAND SD MH PER CITY STANDARD PLAN I #4014 TRAFFIC CURB ISLAND SSMH 96" RIM 31.80 IE 29 25 W 18" l 1p O 29 APPROX. LOCATION OF M 31.78 27.67W2" I SD MH I- IE 29.25 E 18" =.o Lo N BORING LAUNCH /RECEIV 26.23 E/S 24" RIM 31.71 + Lo IE 29.30 S 10" I— J PIT : 9 N Lu Ln W o.... o ............:...... ............ ......:............ - -- w Li i co N t— - - -- - ---- --- -:- -- -- --------- ......... ................. ..............................z ... (oco rn N. N.......... ..............................� B S Lo cn LLI LLSCHED- N 4TH ST V) o - 2NO SERVICES TV LOG 30 ................ _ ......., S - a +oo ss s +oa ..............:... Q w NEW 24" SANITARY SEWER o OA NEW 24" SANITARY SEWER '*'� CURED -IN -PLACE PIPE LINER CURED -IN -PLACE PIPE LINER Q REMOVE AND REPLACE 4 2 SCHEDULE C o SCHEDULE C cn P- EXISTING STREET PAVEMENT 36 36 g^ w W �J W - �� N z_ IGP FO— UGT FO -UGT J URING BO APPROX. 3 ING PROVIDE VAULT LF OF NJ CB MH RIM 31.87 CB RIM 31.79 RIM 31.52 RIM 31.90 29.30 N 10" Q BARRIER I FRONT OF (TV LOG MH #2) IE 29.77 NNE 12" N^ �, -Z .. BORING PIT IE 26.96 E & W IE 29.77 NNW 12" PLAN IE 30.27 S 6" RIM 33.75 N N co ..........:............ -30 LF 30° STEEL TOP OF TRAP 29.95 CASING PIPE (•n W_ W IE 29.25 E 12" _ - X ~— W 0111_ w W W W - - -- IE 29.65 SW 6" N Z �? 2 4 5 6 7 8 9 10 ® EC CTIVE SIDE SEWER 11 1515 N 4TH ST 1525 N 4TH ST RENTON SCHOOL ADMINISTRATION I i I TO EX. 24 "I I TO EX. I I PLAN SCALE 1" = 20' Ln N co z O I +: I- Q ............:. =.o ... w p .....................:........Q UO + Lo 6 U) I— J : 9 N Lu Ln W o.... o ............:...... ............ ......:............ - -- O Z_n co N t— - - -- - ---- --- -:- -- -- --------- ......... ................. ..............................z ... (oco rn N. N.......... ..............................� Lo cn _o W QW Z W V) Qc0 - w f Z�U) w 30 ................ _ ......., ................ .......:....................... :......... ..............:... Q w ' ^ (n �m�w Ln r .�`. 2(n(n -- o �� N OLN o EXISTING GRADE z+ d z + c i _ �^ r'1 ..............................Q N^ �, -Z .. _ - N. N.-................-...................... ............................... ..w ................_... 35 ...........:V) Q� N N co ..........:............ _ �w (•n W_ W _ - X ~— W 0111_ w W W W - - -- N Z �? 2 W W - I I , ........ .. I ........... ................. .... ... .. .... . . . .. . .... ..... ........- ....... - -- --- ................ ................ ....... .. ., I 0 II � 111 . --- -- -1 -- --- - - - - -- --------------------------------------------------- __________ ______________________ ________ __ _______________ - 1 ........... 5 - - - - -- _____ ____ __ ____________ _______ ______ _ ........ ............................... ........ ............................... .... I ...... J J N - .................. SCHEDULE B EXISTING 24" VCP SCHEDULE C NOTAWARDED ":SANITARY 3:. w + N" -+t + SCHEDULE C NOT AWARDED NEW 24" SANITARY SEWER NEW 22" SANITARY SEWER CONTINUOUS SANITARY SEWER NEW 24 SEWER CURED -IN -PLACE PIPE LINER PE SLIPLINED OR 24" CURED -EN -PLACE SCHEDULE B SCHEDULE C CURED -IN -PLACE PIPE LINER w w o ¢ o a LINER 142 LF 203 L N 1- 97 LF .......................... 20 1 +00 2 +00 3 +00 PROFILE 4 +00 5 +00 SCALE 1" = 20' H 1" = 5' V co z O I +: I- Q ............:. =.o ... 40 .................... ._.� ... ....................... N .....................:........Q UO + Lo 6 U) I— J : 9 N Lu r d w = x APPROX. EXISTING GRADE p F__ Q la— � m Ln oI V a(� � 35 a- .. . ..........:.�.= W QW Z W V) Qc0 - w f Z�U) w 30 ................ _ ......., ................ .......:....................... :......... ..............:... , .. 40 CK D c�� 1Q s`�"trryjy�'�3 AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL ',5' LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 0� aF WASh TP a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY �o �� o i 35 6,rN° ME OR UNDER MY DIRECTION. z eni�9T F.D. RINGEL L.S. 23613 DATE �o -zz -Pt ��O F c1ST ` S11$8 - TONAL ' ......... 30 EWIRES 3/28/ 25 ................ ........I. ..... ...........i......- -- -..... 25 65' LF 30" STEEL CASING PIPE UNDER N. 3RD ST. NEW 24" PVC SANITARY SEWER S -0513 FILL ANNULAR SPACE IN CASING WITH SAND OR GROUT : 165.3 LF ® _0.11% RECOMMEND 1 +00 PROFILE 2 +00 3+OC PLAN REVIEW SCALE 1" = 20' H 1 " = 5' V SEWER UTILITY �•.- i Iw a II 1 r.: 91I � I DATE APPROVE( i ! PR' 2i ,x168 "r jV tt� � i 5 e'V 2 13 14 15 16 (D RECONNECT ACTIVE SIDE SEWER BENCH MARK 1555 N 4TH ST I I I / / IE 30.73 N 24 / TO EX. 24" CHISELED SQUARE AT BACK OF WALK PLAN AT NE QUADRANT INT. OF N. BROOKS AND FACTORY SCALE 1" = 20' ELEV. 37.04 Lu o 'O O O Uj z C) . Z N 06 _ U +_(n .... . ....: .......... ...... . . ....... ....... . ......................... . ....................... . ......... ..... ... ...... ... . (D O v �... ... . . . .... z + pj _ Q <w : : :Ln Q�N�v :E U7 U) :W V)0_'41 Lit W 40 .... .. .. ..................... 40 EXISTING GRADE I I 35 . ....:........................:. .. ............... ..................... ........................ 35 EXISTING 24" VCP SANITARY SEWER 30 .............................. — . - - - - -- ------- - - - - -- ---- - -- - -- 0 I ------------------------------------- - - - - -- 3 I _i__r EXISTING 12" VCP 25 ...........:. ............ ............ ...._.._..:.............. ........._........... ............... - ................ ........................ 5 SANITARY SEWER 2 SCHEDULE C NOTAWARDED NEW 24" SANITARY SEWER CURED —IN —PLACE PIPE LINER �� F w sRCs N 259 LF 0 om�� D H2�T�o ....... ....:. .......... ................ ..... .......- ....................... 2 a 4�p (O—/1 N : : D' "FS fO1 STEKNG��i .................... ..............................: S�ONAL E ........... .......... 6 +00 7 +00 PROFILE 8 +00 9 +00 MIRES 3/26/ SCALE 1" = 20' H 1" = 5' v HAMMOND, COLLIER & WADE — CITY OF RENTON n AS -BUILT CERTIFICATION LIVINGSTONE ASSOC_ INC. DEPARTMENT OF PUBLIC WORKS I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL CENTRAL RENTON SEWER REPLACEMENT LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 4010 STONE WAY N °a SEATTLE, WA 2- 26646090 N 4TH STREET SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY S -0513 (zos) 632 -2664 ecw -c r 3613 ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL FROM STA 5 +50 TO ROUSER WAY N era si9fga >- p DESGNED: REB DATE: 6/26/95 FILE NAME: F.D. RINGEL L.S. 23613 DATE: ° z � "�� DRAWN: DPH SCALE: AS SHOWN FlED BOOK: PAGE y EXPIRES 9/11/71 PLAN REVIEW DATE D ED- SEWER UTILITY DATE APPROVED: SHEET: OF: w w —j 7 . 0 ` I N0. REVISION BY APPR. DATE 25 37 i c ,I 11, vl w RIM 36 -36 30 3 31 3 32 3 33 3 34 3 35 R MH IE 32.69 N 12" IE 29.59 S 30" MH RIM 3650 ( (�� CB IE 30.19 E 12 " "1/ C RIM 36.14 ❑ T TEL. VAULT N - - - -- -- - -- - -- M MH Ld R NEW 24" SANITARY SEWER CURED —IN —PLACE ( (TV LOG MH 2" N 4TH S PIPE LINER. SCHEDULE C I IE 28.35 S 8" w N IE 28.00 E 12" w T TV LOG 7 7+ .93 S SS 12" Ln � �A � �a W WATER MH 12" 1 12" ^ ^� W b b v� -- - -- FO — U T Y - -- ❑ 14" DECID. T ❑ = TEL. J —BOX V 7LECT - v a a Q D D MH ' g z z � �iIM 34.58' ' O E E 32.98 4" E 33.73 3 3" E 33.58 W W 4" C CB RIM 35.58 IE 30.58 S 24° BENCH MARK 1555 N 4TH ST I I I / / IE 30.73 N 24 / TO EX. 24" CHISELED SQUARE AT BACK OF WALK PLAN AT NE QUADRANT INT. OF N. BROOKS AND FACTORY SCALE 1" = 20' ELEV. 37.04 Lu o 'O O O Uj z C) . Z N 06 _ U +_(n .... . ....: .......... ...... . . ....... ....... . ......................... . ....................... . ......... ..... ... ...... ... . (D O v �... ... . . . .... z + pj _ Q <w : : :Ln Q�N�v :E U7 U) :W V)0_'41 Lit W 40 .... .. .. ..................... 40 EXISTING GRADE I I 35 . ....:........................:. .. ............... ..................... ........................ 35 EXISTING 24" VCP SANITARY SEWER 30 .............................. — . - - - - -- ------- - - - - -- ---- - -- - -- 0 I ------------------------------------- - - - - -- 3 I _i__r EXISTING 12" VCP 25 ...........:. ............ ............ ...._.._..:.............. ........._........... ............... - ................ ........................ 5 SANITARY SEWER 2 SCHEDULE C NOTAWARDED NEW 24" SANITARY SEWER CURED —IN —PLACE PIPE LINER �� F w sRCs N 259 LF 0 om�� D H2�T�o ....... ....:. .......... ................ ..... .......- ....................... 2 a 4�p (O—/1 N : : D' "FS fO1 STEKNG��i .................... ..............................: S�ONAL E ........... .......... 6 +00 7 +00 PROFILE 8 +00 9 +00 MIRES 3/26/ SCALE 1" = 20' H 1" = 5' v HAMMOND, COLLIER & WADE — CITY OF RENTON n AS -BUILT CERTIFICATION LIVINGSTONE ASSOC_ INC. DEPARTMENT OF PUBLIC WORKS I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL CENTRAL RENTON SEWER REPLACEMENT LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 4010 STONE WAY N °a SEATTLE, WA 2- 26646090 N 4TH STREET SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY S -0513 (zos) 632 -2664 ecw -c r 3613 ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL FROM STA 5 +50 TO ROUSER WAY N era si9fga >- p DESGNED: REB DATE: 6/26/95 FILE NAME: F.D. RINGEL L.S. 23613 DATE: ° z � "�� DRAWN: DPH SCALE: AS SHOWN FlED BOOK: PAGE y EXPIRES 9/11/71 PLAN REVIEW DATE D ED- SEWER UTILITY DATE APPROVED: SHEET: OF: w w —j 7 . 0 ` I N0. REVISION BY APPR. DATE 25 37 i c ,I 11, vl w N. 4TH STREET l 4 5 BUILDING ANNEX \ APPROX. LO ATION OF BORING 6 7 8 9 10 11 LAUNCH /RECEIVE PITS NEW CONCRETED IVEWAY SS H 54 2 -14 -96 AND SIDEWALKS REQUIRED 2 RI 33.52 6-PVC 2.20 SAWCUT EXISTING PAVEMENT 36 IE 8.43 E/W 8' CONNECTION ELEV. 29.64 �Q TEE ELEV. 27.64 2 -14 -96 MONITO 114G 2 -13 -96 6 "PVC 2. 0 EMOVE AND RE LA E TEE LT 4 +21 WELLS 6 "PVC 3.20 CONNECTI N ELEV. 30.56 CONNECTION E V. 29.25 XISTING PARKIN L T YARD DR IN TEE ELEV 2816 N c� AVEMENT RIM 33.0 TEE ELEV. 27.6 TEE LT 4 71 TEE LT 3 +41 z 3 TRAP 32,02 N 4" w Ljj Lj STA 2 +10 #1 -1 BUILDING o0 T ANSFORM R � NEW 4" 0 MH STA 2 +85 0 -2 STA 4 +05 #1 -3 NEW 54" 0 MH NEW 54" 0 MH 1 1 1 w � 70 LF 1 " STEEL 1 ASPHALT 1 1 UTIL. BOX -- CASIN -- 8-PVC GRAVEL o� ISM 3 +00 W 4-,-00 _ - - - + + z+ SS 8r- - -- SS 8 NEW 8" SAN. SEW. � Q 4" PINE - Q� ~ ABANDON & PLUG BUILDING 1 SHE GARAGE p`� o w S'-:'- EXISTING 8" SS z S MH 54" S MH 5 21 Y TEE RT 4+20 CONSTRU T NEW ALLEY IM 32.87 RIM 33.15 BUILDING TEE ELEV. 27 95 CD REFERENCE NOTE: E 26.79 E/W IE 27.39 SE 8' TEE T 3 +69 ° CONNECTION LEV. 29.26 3 CRUSHED ROCK SURFACING _ O1 RECONNECT EXISTING SEWER SERVICE TO NEW = 2" TOP C 'R SE 8" PVC ; ANITARY SEWER IN ��ORDANCE WITH U APPROX. 25 LF NJ TEE LEV. 27.2 vz 6'PVC 2.80 BARRIER ALONG CON CTION . 28.91 p 2 -14-96 4" BASE CURSE Q THE CITY OF RENTON STANDARD PLAN # BO 82, < 0 � DRAWING # BR 35. BORING PIT "PV 3.10 TEE R 4 +60 TEE RT 5 +20 NEW CONCRETE DRIVEWAY 2 -13 96 TEE RT 3 +79 TEE E EV. 28.14 TEE ELEV. 28.4 REMOVE AND REPLACE EXISTING AND SIDEWALKS REQUIRED REPLACE TEE ELEV" 27'75 CONNE TION ELEV. 29.28 CONNECTION ELEV. 29.45 PARKING LOT PAVEMENT SAWCUT EXISTING PAVEMENT qL�Y CONNECTION ELEV. 29.37 6 "PVC :2.90 6 "PVC 3.00 3 m TEE RT 1 +81 2 I 2-13-96 10 2 -14- 6 2 -15 -96 BENCH MARK 36 TEE ELEV. 27.1 \ 36 NEW ALLEY CRUSHED TEE RT +35 TE RT 4 +85 CHISELED SQUARE AT BACK OF WALK °- CONNECTION E V. 28.57 ROCK SURFACING TEE ELEV. 28.00 TE ELEV. 28.20 AT NE QUADRANT INT. OF N. BROOKS czi 6 "PVC 6.00 22 23 24 CONNECTION O0 ELEV. 30.55 6" NNECTION 3.00 ELEV. 29.6 27 AND FACTORY 2 -12896 19 I i 2 -14 -9 25 2 14 -96 26 ELEV. 37.04 DLAN N. MARION STREET SC 1" = 20' N W' - - : z 0 L j W - �m : M M W N00 1pM m 020 ........ =� M17---------- ------------................................. ............................... J.+ _ ..,�.,�.� .... ......................� ......�.�.............. o1 ,....... r` o w . .... _ n cn NNN J + �} � NN NN NN } �XIa - M _ k ��k M Q ........ . ....... .....------------ .------- - - - - -- - -- -a . . ....... . . ..... ...... . . . . . . �.. ... . ....... . ... . . .... . 40 N '2i Cli 3 ^ LJ Z -vv 4-0 +yam �w +_� vw +�� ] Z + N "- to -'_ V) v NVl 9 - _ Q N g �_ m V~) a DO 0 w d N N 00 Q _ 00 Qom_ _ EXISTING GRADE Nw g °D w w W Fwd - t-w� -ww z n �ww �W(n 0!WLJW ZD_ �W Ww VIZ to mW W NZ in 0_ -- ..... .. ... .... ....... 35 ...................... ....... ............................... .... ............................... 35 ................. , EXISITNG 8" VCP 30 ............ . ............:.... I . ........ ..........:...SANITAR.Y _ SEWER.....:.... ...................:........... 1-21.6 -LF- 0 0:86 %...................: .. ....... .............:................. - - - - - - - -- ___ _`_- __- _- _'_'-== "s+ =+______ NEW 8" PVC SANITARY SEWER - - NEW 8" PVC SANITARY SEWER NEW 8" PVC SANITARY SEWER: 1 �- 140 LF 0 0.16% 25............ _ .... _ .... .:............... ......100 LF 0 0:36% ......... -..... .... .............. 5 2 NEW 8" PVC SANITARY SEWER 80.3 LF 0 0.75% 70 LF 18" STEEL + I- + + CASING PIPE J J J o........ M w _ ........... .. .. O... .p... �. V) . 20 .......... ........ ...... ................ W W... 0 ff* 3 vI .... . ........ FILL ANNULAR SPACE IN......... d 3 r N 3 M o ao N 2 i+I W V) + CASING WITH SAND OR w +: w w + + - W + w w + W + N + W VI + N + : V) N VI A U) M . In V) M N V) "t V) VI d+' N d- to V) co GRAVEL � W W W W W W � W W W W oQOQ oQOa a oaoa oa O -H-. -H -h -�-- -H DI... -F Fa- Fa- N N VI cn. Vl In Un In Un N N VI NV) V) o m In V) VI V) (n NN NVI 00 2 +00 3 +00 PROFILE 4 +00 5 +00 �CK D�, SCALE 1 5' V H HAMMOND, COLLIER &WADE - C A8 -BUILT CERTIFICATION LIVINGSTONE ASSOC., INC. DEPAI m I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL w LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS CENTRAI o SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 40LE STONE WAY N i 23613 �o ME OR UNDER MY DIRECTION. S-0513 SEATTLE. WA 2- 26648090 ALLEY BI RECOMMENDED FOR APPROVAL (206) 632 -2664 HCw•L f�Wc t FROP 3 F.D. RINGEL L.S. 23613 DATE: 2z "9C DESIGNED: RE( EXPIRES 9/"/47 PLAN REVIEW DATE DRAWN: DPI z CHECKED: i SEWER U71LIN DATE NO. REVISION BY APPR. DATE APPROVED: wwp•�7° Ot/� - I �- I fit _ aI�I { � }' ' i3.f 2' i •. :V .mil •Ir Y`;; 't w a� I: i r• P IF b -OS /3 /A E• BER 4,�� OF IvASNC`ST z �y 17084 CIST IONAL EXPIRES 3/26/ I y w n d ZCK D h, CO d- N nj m N. 4TH STREET <`sor F4 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS v m z4r e* SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. 1555 N 4TH ST y EXPIRES 8 /11 /17 F.D. RINGEL L.S. 23613 DATE: wwp -ls- o�rJ D] 00 M 14 w... .....:............ .. .. --- " -00 -------.:............. . p .......................: OD CD ��N WLo nv� : Q W 0_ + N ~ � 12 13 2-15-96 "PVC I I— W to n s N �� I IS 00 Z - c�i F- _ N O � 40 In N m� .............. m0 � M_ iip Q r0 �co03�--� 6 ,3.50 ......m��WQ +S ; �Q W + -�v J 4010-1--- EMOVE 2 -15 -06 CONE TEE E TION ELEV. 29.77 V. 28.90 ELCT. VA T w x m Q ao vNmwwwm 35 6 "PVC 2.80 o w TEE LT 6 +82 CONNE T10N ELEV. 29.40 �<v TEE EL V. 28.61 CONSTRUCT NEW ALLEY (26) J N TEE LT 6 +00 CRUSHED ROCK SURFACING 2" TOP COURSE ~ w WAREHO SE 4" BASE COURSE 4° STEEL P TS CB TYPE I w STA 6 +96 1— RIM 34.40 = NEW 54" 0 MF IE 32.80 NE 4" IE 30.99 SE 8" ; Li w 1 1 1 1 IE31.15W6" V) BOT 28.7 O Lo _ U P + (Jg ELECT VAULT 8 +00 - -- 8 +3.68 i + Lo - -- - -_ UGP�� Q UGT ELECT. VAULT G R 4 I REMOVE MH z CB 42.77_ E I TEE RT 6 39 RIM 34.9 ; RIM TEE EL . 28.74 TOP 31. 9 VERT PIPE IE 41.22 6" Co NNECTI "PVC N ELEV. 29.80 If 32.8 W 6" U BOT 29.2 6 3. 0 M NITORING WE 1-- 2 -15 -96 REFERENCE NOTE: � CITY OF RENTON � O RECONNECT EXISTING SEWER SERVICE TO NEW HOUSERPUAPING TEE RT 6 +63 SSMH 34.30 8" PVC SANITARY SEWER IN ACCORDANCE WITH WATER STATION SITE TEE ELEV. 28.80 RIM 34.30 THE CITY OF RENTON STANDARD PLAN # BO 82, CONNECTION ELEV; 29.96 30 IE 28.88 W Cr DRAWING # BR 35. 6 "PVC 2.50 ® CONSTRUCT NEW 6" SIDE SEWER WITH MARKER 2 -15 -96 POST AND LOCATOR WIRE BENCH MARK � I 28 � I 29 / CHISELED SQUARE AT BACK OF WALK N. MARION STREET AT NE QUADRANT INT. OF N. BROOKS AND FACTORY PLAN ELEV. 37.04 SCALE 1" = 20' n d ZCK D h, CO d- N nj m AS -BUILT CERTIFICATION <`sor F4 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS v m z4r e* SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. � f°fAL LINO y EXPIRES 8 /11 /17 F.D. RINGEL L.S. 23613 DATE: wwp -ls- o�rJ 30 -. - .- . - -. - -. - .- -.-.-. ___—__.:_----------------- ----------- NEW 8" PVC SANITARY SEWER o � ... ............. ...... W 25 3 M... N � N y F V) V) O In N ................. ............................... 6 +00 F- W 00 + Ld V� CID Lu N I N co In ......... ........... 7 +00 PROFILE SCALE 1" = 20' H 1" = 5' V ............. ............................... 30 .....:........................ 25 . ...........................8 +00 S -0513 NMI k tr € li 5 -OS/3 /yr1; E. BERG, �Q- of WASy� 3'J. Z F TONAL E EXPIRES 3/26/ ii ti CO d- N nj w F-- F• N : : J N - m ' JOw D] 00 M w... .....:............ .. .. --- " -00 -------.:............. . p .......................: OD CD ��N WLo nv� : Q W 0_ + N ~ � O� O - Z S O Q I— W to n s N �� I M d- 3 00 Z - c�i F- _ N O � 40 In N m� .............. m0 � M_ iip Q r0 �co03�--� WO�ZN3:n II.-+'i`^ ,'�= N .40 ......m��WQ +S W + -�v J 4010-1--- EMOVE m� Z Q mf-� O XISTING 8" VCP EXISTING GRADE Hw a w x m Q ao vNmwwwm 35 ANITARY SEWER vIZ n o w a wvxo �' 35 30 -. - .- . - -. - -. - .- -.-.-. ___—__.:_----------------- ----------- NEW 8" PVC SANITARY SEWER o � ... ............. ...... W 25 3 M... N � N y F V) V) O In N ................. ............................... 6 +00 F- W 00 + Ld V� CID Lu N I N co In ......... ........... 7 +00 PROFILE SCALE 1" = 20' H 1" = 5' V ............. ............................... 30 .....:........................ 25 . ...........................8 +00 S -0513 NMI k tr € li 5 -OS/3 /yr1; E. BERG, �Q- of WASy� 3'J. Z F TONAL E EXPIRES 3/26/ ii ti N. MARION STREET I I NEW CONCRETE DRIVEWAYS 2 / 1505 N 1509 N MARION ST \ \ AND SIDEWALKS REQUIRED 36 MARION ST SAWCUT EXIST. PAVEMENT 2 3 4 5 6 9 10 11 12 2 -19 -96 2- 20 -96' 6 "PVC 2.00 6 "PVC 3. CO Z CB REMOVE AND REPLACE CB CONNECTION ELF . 31.13 CONNECTION ELEV. 30.24 RIM 34.57 EXISTING ALLEY PAVEMENT RIM 34.56 II cry IE 33.47 SE 6' IE 32.96 W 6" TEE ELEV. 29.36 TEE ELEV. 29.56 5 IE 33.06 NE 6" TEE LT 1 +84 TEE LT 230 36 N 5' DEC D. N REMOVE AND REPLACE EXISTING ALLEY PAVEMENT 36 SSMH 54' X 6„ D CA PORT BUILDING S Li RIM 35.48 0 7- IE 30.28 W Er ;� TEL. J -BOX K1NG o�. AND STREET PST P 6" V w 1 1 1 1 7 LIGHT BOX 1 ASP Sp Lo 2 +00 8" SAN. SEW. 3 +00 4+ NEW 8" N. SEW. 6 00 6 +00 - -- �O rzc3 X x n z 0Z UILDING m 3 - CONC. SD MH STA 5 +48 #J -2 w° 0 0I U I w I o SHED NEW 54" 0 MH m 00 z w J BOLLARDS RIM 35.96 o ¢ o N � AREA OF ROBABLE TOP OF VERT. PIPE 33.05 ° TEE RT 2 +31 U J COMMERCIAL SIDEWALK DRAIN W F Im BURIED TE EPHONE TYPE "A" DISCHARGE TO EXIST. U TEE ELEV. 29.57 TEE T 3 +46 ' U = CONNECTION ELEV. 1 1.25 TEE RT 2 +7 ST 3 +95 -1 GUTTER LINE. CITY STANDARD AREA OF PROBABLE BURIED cN_ 6 "PVC 2.00 TEE ELEV. 2 .86 TEE ELEV. 30.18 NE 54" 0 MH PLAN B009 POWER, TELEPHONE, AND 2 -20 -96 CONNECTION rV. 31.85 CONN CTION ELEV. 31.54 STREET LIGHTS 6 "PVC 4.00 6 "PV 3.00 TEE RT 3+78 STA 4 +00 LT 5' J TEE RT 1 +81 2 -20 -96 2-21--96 TEE ELEV. 30.32 NEW YARD DRAIN BENCH MARK TEE ELEV. 29.331 CONNECTION ELE . 31.03 CONNECTION ELEV. 31.50 RIM 35.2f CHISELED SQUARE AT BACK OF WALK 6 "PVC 3.00 TEE RT 2+72 TEE RT 3+ 7 6 "PVC 3.00 IE 34.7 AT NE QUADRANT INT. OF N. BROOKS 2 -19 -96 TEE ELEV. 29.83 TEE ELEV. 0.00 2 -21 -96 1' SUMP REFERENCE NOTE: AND FACTORY 14 CONNEC11ON ELEV. 30.51 CONNECTIO ELEV. 31.01 19 10 RECONNECT EXISTING SEWER SERVICE TO NEW ELEV. 37.04 6 "PVC 3.0 6 "PVC 2.00 8" PVC SANITARY SEWER IN ACCORDANCE WITH 1504 N 3RD ST 2 -20 -96 2 -20 -96 , 1526 N 3RD ST THE CITY OF RENTON STANDARD PLAN # BO 82, 15 16 17 18 PLAN DRAWING # BR 35. 1 1510 N 3RD ST i 1512 N 3RD ST 1516 N 3RD ST 1522 N 3RD ST SCALE 1" = 20' N. 3�Q STREET go E°o E°o:0 oa w o :4- m M.N ---------------------- - - -- ---------------- - - - - -- --F.. -. ------ M......................... ............................... ..................................... ............................. .. . -N J I- O m: O N N N - ilj f- 2° v m l o( . p N = N N co N _ O M L 0 N M ^^ to N N N Til n +_. W 00 a.. ....... .................:............. IZ -LO.^ W ..� (� U Z N W I? 1 ....:......... ui.+.....................................:........................:........ .........- ......:.............. N 6 .' - -Z.U. ............... 40 ...............oe w W o '" w +� - x +z�� -�� w� EXISTING GRADE Qom_ �F_Q¢LO .t �.- N I= "T = o PROPOSED GRADE �w a = 0 w ¢ NN -mW ¢U) OJNDO w NN V)Z to of UF- - v~iz�ww.wVV)) U) Li wwcf) -0.40% ............................. 0.62% REMOVE EXISTING 8" VCP EXISTING 8" VCP SANITARY S SANITARY SEWER EWER --------------------------------- ------------- - - - - -- -------------=------------------------ -------- - - - - -- - - - ------ - - - - -- NEW 8 S NITARY SEWER ............. 34.9 LF 0.52% NEW 8" PVC SANITARY SEWER 153 LF IN LINE REHABILITATION NEW 12" STORM DRAIN ii=i CURED -IN= PLACE, DEFORMED, 0 283.3 LF: ® 0.38% FOLD & FORM, OR PIPE BURSTING CO r OD .................. ............................... ...... rn 25...... ^N....I....N �N. N... ..N . N W N d _ cli V)0! N - N X° LJ ON I- + ~� + ' (L'+ (+ n + O m Lu M OD a J N M Of Oaf W LLJ v � W+w 03 U) V) U) (w W N _ 20 .....:................. ...... .:....... ............ .... . ....... - X X W W W W W W W W W d J W w I-w�o - w Hw - w0. - - -� _F-- -� _I _H -< -~ -~ N Z U Fc W W V) NZ (n m U) V) m N V) V) U) U) V) V) U1 co U) V) U1 V) V) U) U) U) V) U) . 1 +00 ° 2 +00 3 +00 PROFILE 4 +00 s +oo 4lCK D SCALE 1 = 5' VH HAMMOND, COLLIER & WA m W or Sri A8 -BUILT CERTIFICATION LIVINGSTONE ASSOC., II [4 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 4010 STONE WAY N �T r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY S -0513 SEATTLE. WA (206) 632 -266 2- 266 6090 4 +z 36t3 ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL sf LAN REVIEW DATE EXPIRES 9/11/9T F.D. RINGEL L.S. . 23613 DATE: /c- U SEWER UTILITY DATE NO. REVISION 6 t� rF n tC X111 ^- t, 1 � ° Y W S O ¢ N F j 3 -11 -96 3-12-46 / N 3RD STREET -- - 6 "PVC 7.00 6 "PVC 0.00 1513 N 3RD ST CONNECTION ELEV. 31.07 CONNECTION ELEV. 32.13 ' 1531 N 3RD ST 3 -8 -96 TEE ELEV. 30.32 TEE EU.V. 30.67 8 9 6 "PVC 6.00 4 TEE LT 3 +04 6 TEE LT 3+89 Q CONNECTION ELEV. 31.73 3 -11 -96 5 1521 N 3RD ST 1525 N 3RD ST -13 -96 TEE ELEV. 30.09 7 "PVC 7.00 TEE LT 2 +48 6 "PVC 7.00 3 -12 -96 ONNECTION ELEV. 32-55 Q7 CONNECTION ELEV. 31.67 6-PVC 5.00; TEE ELEV. 30.74 �'�v 3 -7 -96 _ TEE ELEV. 30.23 CONNECTION ELEV. 31.44 TEE LT 4 +08 6 "PVC 6.00 TEE LT 2 +82 TEE ELEV. 30.49 TA 4 +3 #K -1 O CONNECTION ELEV. 31.98 TEE LT 3+ N TEE ELEV. 29.95 REMOVE AND REPLACE EW 54" MH r TEE LT 2 +05 EXIS ING ALLEY PAVEMENT o MH Lw .5 d GAR. NOT FIELD LOCATED = GAR. y 36 HOUSE U5 1 1 1 1 Ld cn s +oo N W 8" NITARY SE ER o0 0 s +00 _ - - s +B -17 r co _ SET o + -- - -- - MH K -1 = AR. GAS Q SE (n SVC r (n = REMOVE AND R PLACE SPEED , W j < BUMP AND STREET SIGNS 36 H E z_ m TEE T 2 +62 AREA OF PROBABIE J TEE LEV. 30.15 TEE RT 3 +43 BURIED GAS PIPING SD MH = CON ECTION ELEV. 31.63 TEE ELEV. 30.47 RIM 38.16 v " TEE RT 3+ 8 2.00 CONNECTION ELEV 31.31 IE 33.34 N 24" Q 3 -8 -96 6 °PVC 7.00 TEE ELEV 0.66 IE 34.16 SE 24" 6 "PVC . CONNECTIO ELEV. 32.04 13 6 °PVC 7.00, ; BENCH MARK 1510 N BROOKS ST 14 3 -12 -96 CHISELED SQUARE AT BACK OF WALK co 00 15 16 ® SCgR SSMH 54 D =rn 1520 N BROOKS ST 1522 N BROOKS ST RIM 38.16 REFERS CE NOTE: AT NE QUADRANT INT. OF N. BROOKS v D1 RECON CT EXISTING SEWER SERVICE TO NEW AND FACTORY ml= IE 30.64 W a° 8" PV SANITARY SEWER IN ACCGRDANCE WITH ELEV. 37.04 PLAN N BROOKS STREET THE CITY OF RENTON STANDAPD P V. SCALE 1" - 20' DRAWING # W W <'q- d O ONQOFH� M o w °o + 5 2 { U 7 I ' ................N ...........................................-....-_..-..-.....---.-.-.--.....-- d[ro.N�o t>D 4 45 ................... ..} .. - - - --j - - .................... N I `� N M I N =I-N r.Ojl Q'O C = N z � ~ EXISTING GRADE + +� N� 'r 'I- ± NEW 12" SD n M o o¢ F- IE w o w < r- d -j PROPOSED ALLEY GRADE ¢ r 00 � _ - +_ =-- z + _ > w .................... .......................... .. ... 0 40 (n s rn - (n Un co........ 14 LF ®4% w X r o ... .w. d . .. 4 H M � : � � �W(nZW W. +023 .1 ( a w 1VW w W O J W -Z Lo (n W in (n in : - - +1.50% REMOVE 35 ......................... ..... ...... ........................ ..- ......... .....EXISTING 8° VCP............ 5 NEW 12' SD SANITARY SEWER 17.8 LF A 0.96% : -- - - - - -- 30 .................. ..... -- .. NEW 8" PVC SANITARY SEWS 0 3 d 00 30 LF O 0.45 Lo v Of �7 /� O d % cl : O J : F- + r H + I- r d FF' + H (L N /fvA) A-- M 0 ^ a- co M J+ (Y CV J (V M M J) j JtL'- M J . co '?r M r L0 r rI. ... � ...:........................ 25 25 ..................MI �r..r. M. ( �....._................ ... b 3 .... -3i ao 3 moo.. �o +m 1 . vvN U ' � vM O I . � _ co N N N U + (w (W V) V! + (13 V) fY raj W ~O W �rO W O H O r° Ia- O F °- H a(n O F0 a F O LLj F 9 Lu ha- j W 20 �� F asRys e o W H T� VI Z E W LLJ 0] Z W LiJM Z �: W : N (n to (n (n (n (n fn (n (n (n Ul (n VI VI N (n fn (n 20 ..... ............................... ............... ......._.............................................-.......--....-..... .....- ...- ...- ......-- ... -.. -.. ---------- .-. ................. .......................... o O 1 +00 d-cD 7 2 +00 3 +00 4 +00 5 +00 ~e o N 2 N^ M M M o 4S` Pow RfO /STE(� + ± FS SIAL PROFILE ON ¢E ¢r SCALE 1" = 20' H v~id V~id p0iRE53 / :e/ 5' V 4S�hf HAMMOND, COLLIER &WADE - CITY OF RENTON AS -BUILT CERTIFICATION LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS n I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT oa SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY �2' 133 6 ME OR UNDER MY DIRECTION. S -051 3 SEATTLE. WA 98103 -8090 ALLEY BETWEEN N 3RD ST AND N BROOKS ST (LE, A 9810 - HCw L r ,moo FROM FACTORY AVE N TO ROUSER WAY N RECOMMENDED FOR APPROVAL a, ZL_ 9c EXPIRES v /ll /9l F.D. RINGEL LS. 23613 DATE: / DESIGNED: DEB DATE: 6/26/95 FILE NAME: PLAN REVIEW DATE DRAWN: DPH CHECKED: SCALE: AS SHOWN FlE D BOOK: PAGE SHEET: OF: SEWER UTILITY DATE N0. REVISION BY APPR. DATE APPROVED: o 29 37 sl ' gr i a li I '1 w BENCH MARK CHISELED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N- BROOKS AND FACTORY ELEV. 37.04 3 -15 -96 ' 3 -15 -96 6 °PVC 6.0 3 PVC 6 CONNECTI N ELEV. 35.07 CONNECTION EL . 35.01 WYEE ELE E 73 WYEE ELEV. 34.06 WYEE LT + +73 / WYEE LT 2 +63 4 5 F DUNN LUMBER RIM 3 3.21 w 7 IE 37.1 N 6" STA 2 +75 � s IE 37.26 S 6' CONNECT TO NEW q 6° PVC SIDE (� ; lw y SEWER J �n < + V) 3+00 NEW 6" SIDE SEWER J w / PATCH EXISTING 1 STA 2 +78 O REFERENCE NOTE: = PAVEMENT NEW SURFACE CLEAN OUT 1 RECONNECT EXISTING SEWER SERVICE TO NEW RENTON STANDARD PLAN 8" PVC SANITARY SEWER IN ACCORDANCE WITH 3 8 BW18B THE CITY OF RENTON STANDARD PLAN # BO 82, Q 36 WAREHOUSE DRAWING # BR 35. PLAN SCALE I" = 20' a0LU �} 0 HW - - HF- v�c� co � : : _ - W c - - OWN U. 45 ..... .................. to 2 . M ......--..... .......--....... .......................... - -... ..........fit 2 N DoI-L :n------ -- ------ ------ - - - - -- �� F.D. RINGEL L.S. 23613 DATE: -0 + W J M + cn ±i=n EXISTING GRADE �' z m' a a 3;: o ¢�_ wd m co co cD : :-j H : w f--- �vm— rnzc� 40 ....................... .z — .w.w.LU ....... ............................... ........................... REMOVE EXISTING 8" VCP 35 SANITARY SEWER ................ ............................... - - -- --------------- ------ ---------------- - - - - -- - NEW 6" PVC SANITARY SIDE SEWER LF. A. 2%.....:. PLUG: - - - --- -- - - - - --- --- - - — ---- -- --- - - - -- ....:...... 30 .................. .......:....................... .:......168. ......................--- EXIST: 6" AT OLD CONNECTION t ESTIMATED DEPTH (MAY BE w� CONNECTED TO STORM PIPING) cD �j n 2S. ............. N to N D < ui V) V) En N - .........................:........................:........................................ 1 +00 ........................... 2 +00 . ... ... ............................... 3 +00 PROFILE SCALE 1" = 20' H s � wwp- �s -or�3 i S ii s 7 p I sv S -0513 ml i 11i ............ ......:........................ 45 ......... ............................... 40 . ............................... 35 ...................... 30 ....... ............................... 25 .......................... 4 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS w 0 AS -BUILT CERTIFICATION 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL tom" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY OR UNDER MY DIRECTION. 23613 man ,pf arT ME Dm e111197 F.D. RINGEL L.S. 23613 DATE: s � wwp- �s -or�3 i S ii s 7 p I sv S -0513 ml i 11i ............ ......:........................ 45 ......... ............................... 40 . ............................... 35 ...................... 30 ....... ............................... 25 .......................... 4 +00 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS w I ' MH MH RIM 27.59 RIM 28.42 MH (METRO) __ (TV LOG MH #12) RIM 27.30 CB IE 21.09 W 24 - -- 1 -- -- -- RIM 26.57 ° CB IE 21.09 E 24" w' RIM 26.52 MH 712 N 4TH ST 26 00 RIM 28.38 Li 704, 706, & 708 N 4TH ST (TV LOG MH #11) TRAFFIC 26 TRAFFIC z vii} HANDHOLD � HANDHOLD w IE 21.23 NE 24" 400 WILLIAMS AVE N MH I RIM 27.80 -1 IE 21.18 SW 24° ® ' RIM 27.32 v ' TRAFFIC TOP IN 10° LINE TRAFFIC POWER VAULT o AE E 20.90 W 24" POWER = w 20.90E 24" VAULT RUNNING THROUGH MH CONTROL c� N HANDHOLE CONC DR CB N w POWER VAULT Q EL 2 983 to° HEDGE RIM 28.49 No -- -- -- w ' Irl, g° 11" S LLJ MH 14° N cn RIM 27.37 SCHEDULE B ABANDON EX 8" SS PLUG BOTH ENDS OF N 4TH ST � Li Ljj OLD 8° FROM MH NO SERVICES 5 +00 TV LOG 6 0 1 +00 00 3 +00 4 +00 + - c0 SUGGESTED LAUNCHING OR - NEW 22° SUPPED OR Q SS 8" INSERTION ACCESS PIT /MANHOLE °O 24" CURED -IN -PLACE SD 12" v~i IN z pa AS METER w z ZLKW o � 3 = o TEL RISER Q o ° Q TRAFFIC a > v Q SD MH HANDHOLD LLJ z 11 a z, 3 10 TRAFFIC RIM 29.00 i o N HANDHOLD n MH Q COo 334 BURNETT AVE N VAULT °' zo 711 N 4TH ST CB Q CB RIM 28.03 v RIM 28.14 RIM 28.22 13 TEL VAULT MH RIM 27.37 Z RIM 27.34 TEL MH 803 N 4TH ST BENCH MARK m CHISLED SQUARE AT BACK OF WALK MH CB C AT NE QUADRANT INT. OF N. BROOKS RIM 27.40 RIM 27.08 RIM 26.80 PLAN AND FACTORY SCALE 1° = 20' ELEV. 37.04 1 N w. r7 z:0 W =:o w cn S F 2 --------- ----- . .... ............................................................ ..............................� ......................... 0....................... ............................... F- 4 z Q w CD Q�w N N N N N J W' - Q : 35 yc S (n .. .. ...................... 35 .................. ......:.....................�.� o ...�.�. 3 w o:. w ............................... �f7 c w 3 Q F- ...M cD ° ' cD `�' ' cD rn m �i00 O ° + o ' "' w z OO EXISTING CENTERLINE GRADE + a a Z +il- O Z+ h O O O Z+ h:0 O : Z I„1i d O N N O_ (� _J H - N� HNN-J HNcli 1- C14-i ZN cn U7 Q N N Q N N In Q :N N : Q> N N O_ Z Q N 3 xl_ xF- x��: x� -HWLu v~�c� 30 30 w new wcno ww w n�.ww wcn� �- -tea w : 25 ................. ............................... .. .................. -- - - - - -- --------- ----- - - - - -- 5 --- .--------- --- ---- - - - - -- -- -------- ----- ---- - - - - -- ----------- --------- ------ ------ - -- - -- - ------------------ - - - -- ------ - - - --- ii - - - --------- -------- - - - - -- --- ------ ------ EXISTIN G 24" METRO ------ - - - - - CONNECTION PIPE — 0 20 . SCHEDULE B EXISTING 24" SCHEDULE Sol-051311 NEW 22 "ESLIPPED erZT SCHEDULE B NEW 22" SLIPPED 8,�-T� NEW 22" "SLIPPED LINER: AR -� SANITARY SEWER ^ ^^ " PEA&E— LINER ^ " ^^ r LINER PIPE 102 LF PIPE 258 LF 15 PIPE 13 LF .................. 15 . ......... I... I ................................................................................... ............................... ............. .......... ..... ... i 1 +00 2 +00 3 +00 4 +00 5 +00 6+ PROFILE HAMMOND, COLLIER & WADE - CITY SCALE 1" = 20' H 1" = 5' V LIVINGSTONE ASSOC.., INC. DEPARTMENT n 4010 STONE WAY N CENTRAL RENTC SEATTLE, WA 98103 -8090 N S -0513 (206) 632 -2664 ecw -i FROM BURN i ww -J _ Q �,� SEWER UTILITY DATE NO. REVISION BY APPR. DATE APPROVED: E. BE,'? OF WAS//, ST V1 T Z �1 17084 R"'PFGISTEI�'G' eSSIONAL ENG` E %VIBES _// �a rIti. x �. F= g E 41 I E 4 I i Sr �J Ln co -CPO - -- MH I ,,i RIM 29 -75 26 DOWER VAULT & I I 910 N 4 T H STS m N 401 PELLY AVE N RIM 29.65 / 816 N 4TH ST 906 N 4TH ST ELECT HANDHOLD — oo (TV LOG MH #10) F } % I MH -N , 4 mm 21 E & W 24" �� , ATV VAULT RIM 30.77 RIM 30.97 _ RIM 30.87 25 -45 N & S 10" _ ° BUILDING-):E o z cn ; I _ N N �3iG!- VAULT C C r t IE 25.67 LK w co I o cn z c T D � � (TV LOG MH 79) \ n � i P ` j - W 22.89 E& W 24" I ni I ELECT SID OL� p z c NN oo� CT- H.H- ! ci �z �- cD mmrm 1 111 I, DDn io is co cn m o = / "Co+ 9''ZLT o 14° 26 -62 N & S , - < P 4P �,gbLT I N W NNN C7mp N E ECT. VAUL I 11 - o p ! N w 25.77 (PER OLD I j = n z A cn�w N - m I m �L� oDxo ino�r. SIGN) I G DP.z r si I _L j �I1� 79 loin / _ zo N MB ) I 4s _ z� ?� �m 5" �mtnG'� � I �m mm w _mN W I �c.0 C4 --I p N N DD ' I( m -t LLJ W ' I m , C I �: -i D X W. ° ABANDON EX 8" SS t o G 2" 4 i ? '� z to r� cn �cn PLUG 80TH ENDS O �N o H ST iv NEW 22" SLIPPED OR " n PLUG BO EN S OF 0 z p N °' w w "' OLD 8" FROM MH'" y o CURED -IN -PLACE LINER PIPE U1 8" FR MH'S �' SD M � DO w 00 24'CO 0 SS o z 8 +00 NO SERVICES 9 +00 24° °PVC S I'.� 10' PVC NO SERVI S TV LOG RIM 31.'iS o CD u _ 11 +0 Ln 0 � z J! ' DON EX 8" z + Qo n c I I8° PVC SD �j { I I4 0 i Q rn - f - - _ UGP �� I ra � W - I - -- -- L" If -- -- -- UGP w J P - OX o fl _ � < 8" 1t" SIGNAL BOX U F TEL VAULT , SD MH Z HEDGE f r POWER RIM 30.16 p Q c7 VAULT < Al� CB 12 ° z o � ; < m RIM 29 -41 815 N 4TH ST 8" Lei CB 14 x m �� z vs 13 N Z vl D z m IE 27.01 S 12" ^� RIM 29 -46 D �D7 I m W o � IE 26.86 N 10" � Q 350 WELLS AVE D z z N Ir , 9SA DNO HOUSE # o > N O Q o p CB Dzm I w: GB Q U) po ;1 z m „<, RIM 29 -4 � � o � i ° �i m z K n + cn z RIM 30.29 CB x T o CONC� 0_ O 17 J' ci o o I oU q� J RIM 30.27 < x i fp PAD , m M Lr_1 m n I I m YG J z C Z x -- _ cnD -m I LJ D D r G7 p D !n 1 D cn �mG 0 ID�� 7J _ _ O DCm ca Fn m o I I r<i � � rTrrrz 111 1 SEE SHEET 2 FOR SEE SHEET 7 FOR SS DESIGN IN ALLEY PLAN SS DESIGN IN ALLEY SCAM 1" = 20' W _ - - - - z0E- z01 j - _ _ _ _ _ _ JL() W JO_W - - O - - - - �n �-w _ + --I--' - ------...._ ------------------- -----------------'-'----- - �_----�- 0------ ..................:...........w ........ 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I (n z 0D d N PAD fl) w SEE SHEET 11 FOR SEE SHEET 15 FOR Z o w O Z F- n w SS DESIGN IN ALLEY PLAN SS DESIGN IN ALLEY =1 -F. w _ J + W SCALE 1' = 20' = U - U S H w Q Q Q (n Cn W N : V) (n i-._ : _ :. - too - ..... .. .. ......... ................ ....... .. ...... ..... .... Op . ...... .. . OD .._ . .. ... . . ... . p DO . ... ... . . . . ......... .. ... .......... ...... .. .... N to Z W Z( LJZ � � W p +I�p��00c0 Cf) 00 'n CO +CD+ N M�� d : Npc r MDO tf +N CO ZL1 mphr . ZN�pco c000- Hi J 7 M d d D FZ-L2 ZNZN Y, - �!7J "4- : F EXISTING CENTERLINE GRADE <n. N{V.nJ.N....(L 1-- . N N ...................... ........................ ..................... . 35 35 ................ ....... ... ..N.N N N N...[n ... (n .d .�.> (n .. ............................. _ d.- d ...... ...... ....:...... ......� ...: d _ X ham- W W _ X H ~ W w . WND_�WW W W W X F- X H wmwo W W 0_� - _ W V1 2'.._._ - - _ Li cn 1 _ - - SCHEDULE B 30 .... .. .... . ... . . . . . 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PIPE 278 LF DA �A �A 15 12+00 13 +00 14 +00 15 +00 16 +00 17 +00 3/28/ PROFILE SCALE 1" = 20' H HAMMOND, COLLIER & WADE — CITY OF RENTON BENCH MARK 1 - 5' V LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS RECONNECT ACTIVE SIDE SEWER 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT CHISLED SQUARE AT BACK OF WALK S -0513 SEATTLE, WA 98103 -8090 N 4TH STREET AT NE QUADRANT INT. OF N. BROOKS (206) 632 -2664 9C�I -L FROM STA 11 +50 TO STA 17 +00 AND FACTORY RECOMMENDED FOR APPROVAL ELEV. 37.04 DESIGNED: REB DATE: 6/27/ DRAWN: DPH 95 FILE NAME: PLAN REVIEW DATE CHECKED: SCALE: AS SHOWN n BOOK: PAGE REVISION BY APPR. DATE APPROVED: SHEET: 33 OF: 37 SEWER UTILITY DATE NO. r kr*1-1y4 i rw ji C:A n: S , I�. s 1 BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N_ BROOKS AND FACTORY ELEV. 37.04 TRAFFIC HANDHOLD zjCB ASP H ALT RIM 31.67 CB TEL MH 19 RIM 31.58 �— ® w < W 1n cn w N 0 TV LOG 0 + r Q ABANDON EX 10" SS (n z J TRAFFIC VAULT 1 CB ¢ RIM 31.83 :5 SMOKE TEST 24" FROM MEADOW AVE N TO ALLEY BETWEEN PARK AVE N AND GARDEN AVE N. DYE TEST WHILE TV INSPECTION RENTON SCHOOL MAINTENANCE AND SARTORI SCHOOL PLUMBING TO CHECK FOR ACTIVE TAPS AND STORM CONNECTIONS j "' SCHEDUL B � SCHEDULE B Z -� r1 J n J m + NEW 22" SLIPPED � w NEW:22" SLIPPED 8R-24" N. J r r r _ m �n e REB �• ^ LINER < ^_._n. ='_' IN _eG LINER o..o...... °� w wm w SCHEDULE B -- .__ _ ¢ o x + + v' � v' v' NEW 22" SUPPED E)R-z4 ¢ o .......... ............................... 0 Z OW 20 wr......- ... �' w ...1iJ.-.w.. -..... nr; iw "n N. ... ...... PIPE rr¢ �� moos �� o� o� o< ,.r LINER ¢ � m (p ID DO z c w ¢ w ¢ in cn in cn Vn (n PIPE 275 LF w r NN0N NNLo 3:03 : U-) V) (nw O O G) 40 :.................... (o. ........- . N w o.Z...... 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DEPARTMENT OF PUBLIC WORKS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT SEATTLE, WA 98103 -8090 N 4TH STREET (206) 632 -2664 AE APPROVED: 4lz ) - - <z 1 P! 2�4 jI r 11 o - Z -- 5 SCHEDULE A I Z r7 ro (TV LOG MH #5) SD MH IE 25.45 W 24" PLUG ABANDONED 10" SS EAST & WEST. 00 N 0 W RIM 31.62 1304 N 4TH ST CB RECHANNEL MH BOTTOM TO DIRECT FLOW J w +w RIM 31.52 ° MH w w TO EX. 24" SS Q e Q TRAFFIC HANDHOLD RIM 32.05 W MH 10 w ........... ..:..... ...... . ..... -o c0M cn .. N (TV LOG MH #6) NO SERVICES 22 RIM 32.01 PACCAR N m [O Z N F- W Z CB IE 24" E 25.17 Q (TV LOG MH #103) cn w W RIM 31 -31 IE 24" W 25.17 J GP — IE 10" E 25.71 O In to O (n (n 0 o IE S 25.60 ABAND. U IE 10'mU%�7jbN Q �N - ZO) E- ZO)Np�O H `- I Q O POWER MH CB CB cn IE 8 "-�6.3IN50 W 4� .0)1. M J 0 Lo Co RIM 31.53 5 35 RIM 31.54 � .¢ ........ IE 8" ED r• ¢ 0...- .....- ..- - - - - -- - -- .tn ,c S!2- N -N... c0 >.N N N ....................... .. ... ... ...... .......... ..X.¢ �NWOcn .... ... ......... .. ... 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RIM 32.07 356 GARDEN AVE N RIM 32.34 m 359 MEADOW AVE N INLET -- -- I -- -- -- -- PLAN SEE SHEET 18 FOR scALE 1- = 20' SS DESIGN IN ALLEY "' SCHEDUL B � SCHEDULE B Z -� r1 J n J m + NEW 22" SLIPPED � w NEW:22" SLIPPED 8R-24" N. J r r r _ m �n e REB �• ^ LINER < ^_._n. ='_' IN _eG LINER o..o...... °� w wm w SCHEDULE B -- .__ _ ¢ o x + + v' � v' v' NEW 22" SUPPED E)R-z4 ¢ o .......... ............................... 0 Z OW 20 wr......- ... �' w ...1iJ.-.w.. -..... nr; iw "n N. ... ...... PIPE rr¢ �� moos �� o� o� o< ,.r LINER ¢ � m (p ID DO z c w ¢ w ¢ in cn in cn Vn (n PIPE 275 LF w r NN0N NNLo 3:03 : U-) V) (nw O O G) 40 :.................... (o. ........- . N w o.Z...... O 0 c� 15 Z1Ji¢° ...... ....... o` N o"�vZ m Q 15 21 +00 22 +00 ................ ........ _........... �_ ,n' _ - ¢ U 18 +00 19 +00 20 +00 17 +00 NN- = OH N N E X 00 0 W A N S S w J ¢ 35 :... ........�y- www... ... ::�o (if www fl�n.w.w... ii 30 . .. ........... ...... _ 10 NEW 8" SAN. SEW. SEE SHEET 18 � � n Q 25 :........... .. .... ....�... ...... ........... EX. 8" SANITARY n SEWER BETWEEN n 10" & 24" 1 +00 ALLEY BETWEEN GARDEN AVE N & MEADOW AVE N PROFILE A SCALE 1" = 20 H 34 1" = 5' V W vvp- j7�O1 /1 PROFILE SCALE 1" = 20' H 1" = 5' V (A ) RECONNECT ACTIVE SIDE SEWER TO EXISTING 24" S -0513 E BeR OF WAS, C,Gl ,n z OS7322 �� eclsret� -° 2�' SS/ONAL ENG EXPIRES 3/26/ HAMMOND, COLLIER & WADE - CITY OF RENTON LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT SEATTLE, WA 98103 -8090 N 4TH STREET (206) 632 -2664 AE APPROVED: 4lz ) - - <z 1 P! 2�4 jI r 11 o - MH RIM 31.95 r7 ro (TV LOG MH #5) IE 25.45 W 24" Lli Z 0 F- w I IE 26.50 N 6" N 0 Ln CB J w +w RIM 31.52 Z ELECT VAULT -- - w w e !n W w ................... w ........... ..:..... ...... . ..... -o c0M cn .. 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DEPARTMENT OF PUBLIC WORKS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT SEATTLE, WA 98103 -8090 N 4TH STREET (206) 632 -2664 AE APPROVED: 4lz ) - - <z 1 P! 2�4 jI r 11 o - u) r7 r7 ro LLJ 0 zo Lli Z 0 F- w N 0 _ ° �:� J w +w J + + W Z iD� e S N cn U r- I- w ................... ........... ..:..... ...... . ..... -o c0M ..... M �� .. N � �:W ln Z : : �00��zZ N m [O Z ¢ F- W ¢ W : Z N 0) p O : : CD +101 ZN�0 O In to O (n (n V) (n I : �N - ZO) E- ZO)Np�O H `- r7 J ,fj lfi Z01Np'r H NCD N1 J:Ifi CO lf7 F- .0)1. M J 0 Lo Co 5 35 .......................... ........ ..... .. .......... ...... ........ � .¢ ........ : .. .................. r• ¢ 0...- .....- ..- - - - - -- - -- .tn ,c S!2- N -N... (n .¢.�. x ~- >.N N N ....................... .. ... ... ...... .......... ..X.¢ .. N N N ....... �w w w .... ... ......... .. ... EXISTING CENTERLINE GRADE x w(n. wcno (n x V) - F w w . -- wcn� w w w � - -_ w N N c - ...................;.F I I { ........ .... .. ..... 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EX. 8" SANITARY n SEWER BETWEEN n 10" & 24" 1 +00 ALLEY BETWEEN GARDEN AVE N & MEADOW AVE N PROFILE A SCALE 1" = 20 H 34 1" = 5' V W vvp- j7�O1 /1 PROFILE SCALE 1" = 20' H 1" = 5' V (A ) RECONNECT ACTIVE SIDE SEWER TO EXISTING 24" S -0513 E BeR OF WAS, C,Gl ,n z OS7322 �� eclsret� -° 2�' SS/ONAL ENG EXPIRES 3/26/ HAMMOND, COLLIER & WADE - CITY OF RENTON LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT SEATTLE, WA 98103 -8090 N 4TH STREET (206) 632 -2664 AE APPROVED: 4lz ) - - <z 1 P! 2�4 jI r 11 o - - " 00 0 W A N S S w J ¢ 35 :... ........�y- www... ... ::�o (if www fl�n.w.w... ii 30 . .. ........... ...... _ 10 NEW 8" SAN. SEW. SEE SHEET 18 � � n Q 25 :........... .. .... ....�... ...... ........... EX. 8" SANITARY n SEWER BETWEEN n 10" & 24" 1 +00 ALLEY BETWEEN GARDEN AVE N & MEADOW AVE N PROFILE A SCALE 1" = 20 H 34 1" = 5' V W vvp- j7�O1 /1 PROFILE SCALE 1" = 20' H 1" = 5' V (A ) RECONNECT ACTIVE SIDE SEWER TO EXISTING 24" S -0513 E BeR OF WAS, C,Gl ,n z OS7322 �� eclsret� -° 2�' SS/ONAL ENG EXPIRES 3/26/ HAMMOND, COLLIER & WADE - CITY OF RENTON LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT SEATTLE, WA 98103 -8090 N 4TH STREET (206) 632 -2664 AE APPROVED: 4lz ) - - <z 1 P! 2�4 jI r 11 n v En m r` 0 0 m i c� C°9 z i 0 22 23 MH AND REPLP EXISTING TRAFFIC IE PER CI RIM .-. 40 #4014 TRAFFIC CUR APPRO . LOCATION 0_ . (TV LOG LOG MH #3) LAUNCH /RE -- o - ...............:........... .. k. ............. -.. (n � N. N .................... Q W IE 26.07 E & W 24" U) cn o OLD= v w O � SCHEDULE B SC IE b.77 S 8 "m 1 C IN EN0Z Q � PROFILE w Q C0U -)co r7 ((7� z w�- IE Y.56 NE Q zz 1210 < V) �0 REMC 5 PACCAR 35 MH 10 z PACCAR Xo (TV LOG MH W 6" > �> 20 21 LIGHT POLE INSERTION ACCESS PIT /MANHOLE MH RIM 32.28 H <� x� #102) cl) IE 26 -38 W 10" TELEPHONE VAULT U) x� (� m WITH TRAFFIC SIGNALS (TV LOG MH #4) ww IE 26.38 E 8" MH ��ww �c w(no �www IE 25.75 W 24" CB /RIM 3 RIM 32.32 U > Qm TRAFFIC SIGNAL HAND HOLE IE 25.75 E 24" IF 25.58 N 8" ,I IE 29.09 W 8" (TV LOG MH #101) POWER VAULT TRAFFIC SIGNAL w w IF 26.43 N 8" SANITARY SEWER SANITARY SEWER- IE 26.46 S & W 8" cn IE 27.04 N 8" -- _- _- HAND HOLE pd = G -P -- I ----� - - - -- -'SEE SHEET: 24 n -- -- -- UGP -- (n FOR..CONTJNU. UGP SCHEDULE B SCHEDULE B w SCHEDULE A PLAN & PROFILE - NEW 22" SLIPPED:OR 24" CB w 0 NEW 8" SANITARY w + 00 NEW 22" SLIPPED OR 24" c S RIM 31.68 08,- SEWER CURED -IN -PLACE LINER PIPE ° 20 IE 30.08 SE 8" SEE SH o + 00 TV LOG PIPE 150 LF 0° NO SERVICES - ) . ........ . ...:................ - .....:......... . 0 S �F +�� PL N N SS 10" SS 8" _ ° > Cn NO SERVICES ABANDON EX 8" SS N 4TH ST r- m cg � W 6" W 6" °° v LL C, ❑ m o RI 31.i w J c 'Z W 6" - UGP FO -UG-- z m D W FO - TRAFFIC m { I A � D HAND HOLE O ELECT HANDHOLD 35 3 - TRAFFIC SIGNAL U)f �+ m o x p S VAULTS /HAND HOLE BUILDING ce 50 BUILDING CB = j) 1 RIM 31.70 16 S CB TRAFF ��N RIM 31.69 1405 N 4TH ST �j IE 29.94 SW 8" 1411 N 4TH ST a 29.90 N 8" IE 28.94 S 8" 1407 N 4TH ST C7 - :D � NE L, L IE 29.13 8" CONC. PAD i -- CB MH \ ALLEY SEWER RECONSTRUCTED RIM 31.50 RIM 32.34 IN 1985 S -38 SHEET 2 OF 3 IE 30.06 NE 8" IE 29.29 NE 10" IE 29.34 S 10" PLAN SEE SHEET 21 FOR SCALE 1" = 20' SS DESIGN IN FACTORY AVE hl 22 23 REMOV AND REPLP EXISTING TRAFFIC IE PER CI Y STANDARC .-. 40 #4014 TRAFFIC CUR APPRO . LOCATION 0_ . BORINC PIT LAUNCH /RE -- o - ...............:........... .. k. ............. -.. (n � N. N .................... Q W -- U) cn o OLD= v w O � SCHEDULE B SC z 1 C IN EN0Z Q � PROFILE w Q C0U -)co r7 ((7� z w�- co 00 : '"� zz F V) �0 REMC LEI z cn 00 Ljj 35 (wn 0 W 6" SUGGESTED LAUNCHING OR V) INSERTION ACCESS PIT /MANHOLE APPROX. 3p LF OF NJ BARRIER FRONT OF BORING PI 30U- *130' STEEL CASING PI F E SQ 4 1515 N 4Th MJ W z o W N: .-. 40 N= 0_ . 0 o - ...............:........... .. k. ............. -.. U N. N .................... Q W -E �k. co 00 � W z Z m R O co . W : N ......... ........................... 0o : -... 2 Oim .. X23 100 . W ...... = W Tn Z SIN 2 (n Z Q � W U) (n OIL O +c z C\JN N C0U -)co r7 ((7� 0 +�C0 ZNNOr7 N co 00 : '"� p+ ZN N O +N z�C-4 N CO r!`O O Or- (u) n 0 +MU(od Z't-o r N r) (n t� EXISTING CENTERLINE GRADE 35 . ...... ..........V.Q� ,..) o � � CO >N.N. N. V) ,.-) J O to N.�..... ... .. ......... ..............(n. H <� x� -J .� NN. N. U) x� _J 04 N.... ... .... ... ..... .. .. ... .. w'--E ww w ��ww wv w(no �www w(n��ww I I EXISTING 24" EXISTING 8" ,I I i I I SANITARY SEWER SANITARY SEWER- -- _- _- _ _:_ _-_- _-_- _ -_ -_-- - - - 1 - - - - - - - - - - - ------------- -------------- - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - -- - ---------------- -- - - --- --=1 - - - - I ----� - - - -- -'SEE SHEET: 24 25 - - -- --- ---------------- ----- z:.. FOR..CONTJNU. SCHEDULE B SCHEDULE B w: >. 0 PLAN & PROFILE NEW 22" SLIPPED:OR 24" NEW 22" SLIPPED OR 24" a: w + CURED - IN- PLACE:LINER CURED -IN -PLACE LINER ,V)N 20 PIPE 60 LF PIPE 150 LF p w ¢ ...... . ........ . ...:................ - .....:......... . 0 � V) (3( 15 22 +00 23 +00 24 +00 25 +00 PROFILE SCALE 1" = 20' H 1" = 5' V BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS S -0513 AND FACTORY RECOMMEND ELEV. 37.04 PLAN REVIEW SEWER UTILITY wW •ii � O I R s'r• .� I T �T 0 l: 35 30 25 20 ...:15 26 +00 N 00 00 w U) F z 40 :...... ...... -.4 t')o. `co . '.0 .. °. oo aQo ... . 00�iZZco � Wco I Lo 00 V-) I � 00 00 N N C4 r- U?d' W Z CV r)r`)w N N N 3 C 7) M N N 35 .........._�.... w... ..z� ....w. .......... �o-ww -wz li Fr Iwwz 30 ......... il�.l.l ...,.. I i I 0 I I' I i't - 25 . �.. o .. . . (7 O (n (n W N SCHEDULE A .. w w w. w . .................... NEW 8' DI SANITARY 1 +00 SEWER 6 LF ® 0.40 ALLEY BETWEEN MEADOW AVE N & FACTORY AVE N P R_0 r= I L E A SCALE = 20' H 35 5' V E BER �q- of WASI,,o a �e z (n z 3 FC... SS)ONAL 'cNG E1IPINES s /ze/ ' I 24X ` fi 7.1" REMOVE LOOSENED ASPHALT CONCRETE OR CEMENT CONCRETE PATCH ASPHALT � BITUMINOUS PLANT MIX MINIb1UM 9° THICK EX. ASPHALT REPLACEMENT PATCH PAVEMENTS � � � TRIM VERTICALLY . , ~per /./�/�%�/�//.��1�1 NIA. CONTROL DENSITY FlLL 'I } �IF- RIGID PAVEMENT W/ ASPHALT CONCRETE SURFACE EXISTING ASPHALT CONCRETE W/ PCC BASE CEMENT CONCRETE PAVEMENT EXISTING CONCRETE �� N.TS- 36 N.T_S_ \ _3� / �� CEMENT CONCRETE PATCH REPLACEMENT PATCH TO BE CONCRETE (2 LIFTS) MINIMUM 8° THICK FOR CUT SHALL 8E VERTICAL EX. CONC. STREETS &DRIVEWAYS, AND IN STRAIGHT LINES PAVEMENT 4° THICK FOR SIDEWALKS AS DIRECTED -------------- AND SIDE SEWER LOCATIONS 4° i I------------------- h� 6° _ z �� COMPACTED CRUSHED \ I � i � � SURFACING TOP COURSE \ 4° CONTROL DENSITY FlLL \\ \ \� %� _� CONTROL DENSITY FILL CEMENT CONCRETE PAVEMENT EXISTING CONCRETE �� N.TS- 36 MISC. ALLEY &PARKING LOT PATCHING 3 N.T.S. 36 VARIABLE• 6' VARIABLE• A 7° �� B 7° = 7 "(TYP) B PLAN VIEW N.T.S. � LENGTH VARIABLE = 3FT. TO fiFT. ASPHALT CONCRETE CLASS °B" - PAINTED WHITE 3T� q^ 3-7/4' � — T r-p ��. � _l �� J � SECTiOiJ A —A SECTION B —B N.T.S. N.T.S_ BUMP W8 -1 TWO(2) SIGNS 30 "x30" ON ONE POST, BACK TO BACK, REQUIRED AT EACH LOCATION. SPEED BUMP MARKING &SIGNING DE TAII 6 N.T.S. 36 CUT 1:1 UNLESS OTHERWISE SPECIFED MIN. 4° ASPHALT ASPHALT CONC. (3" MIN.) I I CONTRACTOR /N ADVANCE OF ANY CONSTRUCTION ACTIV/PES. REPLACEMENT PATCH TO BE CONCRETE (2 LIFTS) EX. ASPHALT CONCRETE 1° THICKER THAN PREVIOUSLY EXISTED. � 12' MINIMUM FINAL JOINT MUST �BE SAW -CUT EX. ASPHALT FINAL JOINT MUST I � I -------------- AND SIDE SEWER LOCATIONS I------------------- h� 6° 6° MIN. CRUSHED � \ I SURFACING TOP COURSE i � � � �\' 9. REPLACE ALL DISTURBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD PLAN 3y F008, DRAWING /f FR05 AND STANDARD PLAN /yF001 "CEMENT CONCRETE CONTROL DENSITY FlLL %// \ \� // F007,. DRAWING J/ FRO2. MISC. ALLEY &PARKING LOT PATCHING 3 N.T.S. 36 VARIABLE• 6' VARIABLE• A 7° �� B 7° = 7 "(TYP) B PLAN VIEW N.T.S. � LENGTH VARIABLE = 3FT. TO fiFT. ASPHALT CONCRETE CLASS °B" - PAINTED WHITE 3T� q^ 3-7/4' � — T r-p ��. � _l �� J � SECTiOiJ A —A SECTION B —B N.T.S. N.T.S_ BUMP W8 -1 TWO(2) SIGNS 30 "x30" ON ONE POST, BACK TO BACK, REQUIRED AT EACH LOCATION. SPEED BUMP MARKING &SIGNING DE TAII 6 N.T.S. 36 CUT 1:1 UNLESS OTHERWISE SPECIFED MIN. 4° ASPHALT I I CONTRACTOR /N ADVANCE OF ANY CONSTRUCTION ACTIV/PES. � CONCRETE (2 LIFTS) ' I I 12' MINIMUM EX. ASPHALT FINAL JOINT MUST I � I 6. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND R/M ELEVATIONS, AND SIDE SEWER LOCATIONS CONCRETE (>3° THICK) 6° BE SAW -CUT � -`----- --- - - - - -- 'I� I I 20y, � f2�� 9. REPLACE ALL DISTURBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD PLAN 3y F008, DRAWING /f FR05 AND STANDARD PLAN /yF001 "CEMENT CONCRETE --- 10. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE W/TH STANDARD PLAN �\ // F007,. DRAWING J/ FRO2. 11. WHERE U17L/TY PIPE LINE VERTICAL SEPARATION /S LESS THAN (1) ONE FOOT; F' WgSR03, INSERT ETHAFOAM HS 600 PLANK -FOAL � ��ARD OR FOUAL AS CLEARANCE ��( � y�2�T�Po / / 7 6" MIN. CRUSHED 00�"� �� o� S•O /3 ?� P t7oati�p RV. �'�' �OISTEt"' 2�' F�IONAL Ems\ E%PIXES 3/28/03 � 3" THICK CLASS B ASPHALT \\ TOP � � gSPHALT �� /� 2 LIFTS REQUIRED Y COURSEING j CONTROL DENSITY FILL � 2" TOP COURSE ROCK / FILL 1 1/2:7 UNLESS 4" BASE COURSE ROCK %// u' � \\ OTHERWISE SPECIFIED CONTROL DENSITY FlLL ARTERIAL STREET PATCHING �� AC ALLEY PAVEMENT 5 N.TS. 36 N.T.s. 36 wwp -ss- orl,� 1. SEE SECTION 7 -18 AND 2 -09 FOR PATCHING AND BACKFILLING SPECIFICATIONS. 2. ALL TRENCHES IN ARTERIAL STREET AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER. 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WOP.K WITHIN THE ROADWAY AREA. 4. SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE - HALF THE DEPTH OF THE EXISTING SLAB. r "� I. a "I .. � �; S -0513 FOR PAVEMENT RESTORATION SEE DETAILS 36 THRU 6 HEREIN 8" SANITARY SEWER �.� _� J 44° � L 6" MIN. CRUSHED SURFACING r TOP COURSE F 0 36 THRU 36 HEREIN z 0 U 1 0 PIPE BEDDING MATERIAL AS SPECIFIED IN 7- 17.3(1)B FOUNDATION MATERIAL CLASS A AS DIRECTED BY ENGINEER 1. ALL MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED, HAULED AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH FOUNDATION, BEDDING AND BACKFILL MATER /ALS AS SHOWN /N TRENCH BACKFILL DETAIL AND COMPACTED IN ACCORDANCE WITH SPECIE /CATIONS. 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKF /LLED AND PATCHED WITH TEMPORARY ASPHALT AT END OF EACH WORK DAY. (ALLEY TO BE BACKFILLED.) STORM &SANITARY SEWER TRENCH BACKFILL DETAIL � N.T.S. \ .��i / SHEET NOTES 1. VERTICAL CONTROL DATUM BASED ON USC&GS. 2. U77LlTY CROSS /NG LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR /N ADVANCE OF ANY CONSTRUCTION ACTIV/PES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION. 4. STA710NlNG SHOWN IN CENTERLINE OF ROADWAY AS DEFINED BY THE CONTROL POINTS. 5. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. 6. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND R/M ELEVATIONS, AND SIDE SEWER LOCATIONS 7. INSTALL SEWER MAIN AND SERVICES A M/N/MUM 2" FROM PARALLEL GAS L1NES WHERE CONFLICT OCCURS. 8. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 9° 7H/CK (lN ACCORDANCE W/TH STANDARD PLAN /p F006, DRAWING // FR01W. 9. REPLACE ALL DISTURBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD PLAN 3y F008, DRAWING /f FR05 AND STANDARD PLAN /yF001 "CEMENT CONCRETE CURB AND GUTTER. ° 10. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE W/TH STANDARD PLAN // F007,. DRAWING J/ FRO2. 11. WHERE U17L/TY PIPE LINE VERTICAL SEPARATION /S LESS THAN (1) ONE FOOT; F' WgSR03, INSERT ETHAFOAM HS 600 PLANK -FOAL � ��ARD OR FOUAL AS CLEARANCE ��( � y�2�T�Po SEPARAT /ON. 00�"� �� o� S•O /3 ?� P t7oati�p RV. �'�' �OISTEt"' 2�' F�IONAL Ems\ E%PIXES 3/28/03 "1 h ® I ® I ,� E �I � "', � is � ', t- j;. C �� 1P. � 13 ' �' U �. ® I TOPOGRAPHIC &MISCELLANEOUS UTILITY SYMBOLS SURVEY SYMBOLS ABBREVIATIONS � CENTERLINE ® EXISITNG GAS METER � FOUND SECTION CORNER AB ANCHOR BOLT E EAST MAINT MAINTENANCE SCFM SOUTH, SLOPE, SANITARY SEWER STANDARD CUBIC FEET PER MINUTE AC ASPHALTIC CONCRETE, ACRE EA EXHAUST AIR, EACH MAS MASONRY SCH SCHEDULE -R PROPERTY LINE OR R/W CC1 EXISTING GAS VALVE spa FOUND QUARTER CORNER ACP ASBESTOS CEMENT PIPE ECC ECCENTRIC MAT'L MAX MATERIAL MAXIMUM SD STORM DRAIN o EXISTING UTILITY POLE p FOUND SIXTEENTH CORNER'. AGG AL P.GGREGATE ALUMINUM EFF EL EFFLUENT ELEVATION (SEEN) MB MAILBOX SE SOUTHEAST ---- - - - - -- EASEMENT UNE ALT ALTERNATE ELECT ELECTRICAL MCC MOTOR CONTROL CENTER SEC SECOND BREAK LINE � EXISTING JTILITY POLE ANCHOR .Q. FOUND CLOSING CORNER ALUM ALUMINUM ELL ELBOW MCU MECH MASTER CONTROL UNIT MECHANICAL SECT SF SECTION SQUARE FEET ■ ANC ANCHOR EMBD EMBEDDED MFG MANUFACTURED SHT SHEET EXISTING STRUCTURE ��'E STREET LIGHT �°NC FOUND MEANDER CORNER APPROX APPROXIMATELY) EMER EMERGENCY MFR MANUFACTURER SIM SIMILAR APWA AMERICAN PUBUC WORKS ASSOCIATION ENGR ENGINEER MG MILLION GALLONS SL SLOPE, SLEEVE PROPOSED STRUCTURE c EXISTING TELEPHONE RISER ® SOIL BORING ASPH ASPHALT EO EQUAL EQUIPMENT MGD MILLION GALLONS PER DAY SPEC SPECIFIC' / -PIONS EXISTING FENCE � MAIL BOX O TAX LOT NUMBER ASSY ATB ASSEMBLY ASPHALT TREATED SASE EQUIP EQUIV EQUIVALENT MG /L MILLIGRAMS PER LITER SO SS SQUARE STAINLESS STEEL, SANITARY SEWER -.� AVAR AIR VACUUM & ATP. RELEASE VALVE ESMT EASEMENT MGR MANAGER ST STREET -.. PROPOSED FENCE o o EXISTING R:P RaP lV OWNERSHIP TIE AUTO AUTOMATIC EST ESTIMATE MH MHHW MANHOLE MEAN HIGH HIGH WATER STA STATION AUX AUXILIARY EVC END VERTICAL CURVE WAY MI MILE STD STANDARD --- -�so -� EXISTING CONTCUR UNE � PROPOSED RIP RAP o ANGLE POINT AVE AVENUE EW EACH MIN MINIMUM, MINUTE STL STEEL J, AWWA AMERICAN WATER WORKS ASSOCIATION EXCL EXCLUDING EXISTING MISC MISCELLANEOUS STOR STORAGE -�so� PROPOSED CONTOUR UNE o0o EXISTING ROCKERY -{y- BENCHMARK Y EXIST EXT EXTERIOR MJ MECHANICAL JOINT STRUCT STRUCTURAL PROPGSED ROCKERY o FOUND IRON PIPE /REBAR BF BLDG BUTTERFLY VALVE BUILDING ML MILLILITER SUPERV SUPERVISOR -�� -- EXISTING SLOPE 000 BLK BLOCK F FAHRENHEIT, FACE, FAN MLLW MEAN LOWER LOW WATER SUPT SUPPORT �- EXISITNG DITCH OR EDGE OF WATER v EXISTING SIGN • SET IRON PIPE /REBAR gM BEAM, BENCHMARK FF FINISH FLOOR MLW MEAN IOW WATER SW SY SOUTHWEST SQUARE YARD BO BLOW OFF FAB FABRICATE {D), FABRICATION MON MONUMENT MILES PER HOUR SYM SYMMETRICAL PROPOSED DITCH OR EDGE OF WATER T PROPOSED SIGN p FOUND MONUMENT IN CASE BOD BIOCHEMICAL OXYGEIJ DEMAND F/F FACE TO FACE MPH MSL MEAN SEA LEVEL BOT BOTTOM FH FIRE HYDRANT T TOP OHT OVERHEAD TELEPHONE UNE ,N� � °� EXIS�fING TREE (CONIFER) ® FOUND SURFACE MONUMENT BRG BEARING FIN GR FINISHED GRADE N NORTH TAN TANGENT EXISTING TREE (DECIDUOUS) x FOUND /SET LEAD &TACK, PK NAIL BRK BST BREAK BITUMINOUS SURFACE TREATMENT FL FM FLANGE FORCE MAIN N/A NON APPLICABLE T & M TIME &MATERIALS -UGT UNDERGROUND TELEPHONE UNE BTU BRITISH THERMAL UNIT FO FlBER OPTIC NE NORTHEAST TB TOP OF BANK -OHTV- OVERHEAD N LINE � EXISTING YARD LIGHT o FOUND /SET HUB W /TACK BULKHDS BULKHEADS FPM FEET PER MINUTE NEG NIC NEGATIVE NOT IN CONTRACT TBM TC TEMPORARY BENCHMARK TOP OF CURB UGN- UNDERGROUND N UNE 4� SPOT ELEVATION AT POINT SHOWN O SECTION CENTER CB CATCH BASIN FPS FRP FEET PER SECOND FIBERGLASS REINFORCED PIPE NO NS NUMBER NOT SPECIFIED TFR THD'D TRANSFORMER THREADED C TO C CENTER TO CENTER F7 FEET, F00T NTS NOT TO SCALE THK THICK G GAS UNE 45.63 SPOT ELEVATION AT DECIMAL POINT CF CUBIC FEET FTG FOOTING NT WT NET WEIGHT THRU THROUGH CFH CUBIC FEET PE.R HOUR FLIT FUTURE NW NORTHWEST TOC TOP OF CONCRETE -OHP- OVERHEAD POWER UNE TC45.63 TOP OF CURB ELEVATION CFM CUBIC FEET PER MINUTE TOP TOP OF PIPE G� GUTTER ELEVATION CFS CUBIC FEET PER SECOND G GUTTER, GAS 02 OXYGEN TRM TRANSMITTER -UGP- UNDERGROUND POWER UNE CI CAST IRON GA GAL GAGE GALLON OC ON CENTERS TRN TRANSDUCER - -moo- EXISTING GUARDRAIL �xYX� EDGE OF TREES OR BRUSH CIP CJ CAST IRON PIPE CONSTRUCTION JOINT GAL`J GALVANIZED OD OH OUTSIDE DIAMETER, OUTSIDE DIMENSION TYP OVERHEAD, OVERHANG TWP TYPICAL TOWNSHIP NATURAL GROUND CL CENTERLINE, CLASS GD GUARD OHP OVERHEAD POWER LINE �� PROPOSED GUARDRAIL �r-V,`� CONCRETE CL2 CMP CHLORINE CORRUGATID METAL PIPE GEN GIP GENERAL GALVANIZED IRON PIPE OPT OPTIONAL UBC. UNIFORM BUILDING CODE 0 CMU CONCRETE MASONRY UNIT GPD GALLONS PER DAY OP.IG OZ ORIGINAL OUNCE UG UGP UNDERGROUND UNDERGROUND POWER LINE ,n WET AREA CO CO2 COMB coNC CLEANOUT CARBON DIOXIDE COMBINATION CONCRETE, CONCENTRIC GPM GR cRTG cv GALLONS PER MINUTE GRADE, GRAVEL GRATING GATE VALVE P PC POST, PER, POWER POINT OF CURVATURE ULID U/P uscs UTILITY LOCAL IMPROVEMENT DISTRICT UTILITY POLE UNITED STATES GEOLOGICAL SURVEY WATER SYMBOLS SANITARY /STORM SEWER SYMBOLS SECTION &DETAIL NUMBERING SYSTEM CONT CONTINUOUS GYP GYPSUM PE PERF PLAIN END PERFORATED VC VERTICAL CURVE W EXISITNG WATERLINE -FM- EXISTING FORCE MAIN (1) SECTION CUT ON DRAWING 5 CONST CRIB CONSTRUCTION CRIBBING HOPE HIGH DENSITY POLYETHYLENE PH PHASE VCP VITRIFIED CLAY PIPE CS COMBINED SEWER HOR HORIZONTAL PI POINT OF INTERSECTION VERT(S) VERTICAL {S) PROPOSED WATERLINE PROPOSED FORCE MAIN sECnoN LETTER CTR CENTER HP HIGH PRESSURE, HIGH POINT, HORSEPOWER PK PL PEAK PROPERTY LINE VF VOL VERTICAL FOOT VOLUME A CULV CULVERT HT HEIGHT PNEU PNEUMATIC VPI VERTICAL POINT OF INTERSECTION C EXISTING CAP /PLUG -S- EXISTING SANITARY SEWER DRWAING NO. ON WHICH 15 SECTION APPEARS CV CY /DAY CHECK VALVE CUBIC YARD PER DAY HTR H/V HEATER HEATING AND VENTILATING PP POWER POLE VSS VOLATILE SUSPENDED SOLIDS C PROPOSED CAP /PLUG PROPOSED SANITARY SEWER CYL CYLINDER HVAC HEATING, VENTILATING, AND AIR CONDITIONING PRES PRESSURE REGULATING VALVE WEST, WATER HW HIGH WATER PRV PS PRESSURE PUBLIC SEWER W W/ WITH # EXISTING COUPLING SD EXISTING STORM DRAIN D DITCH HWY HIGHWAY PSF POUNDS PER SQUARE FOOT W/0 WITHOUT PROPOSED COUPLING PROPOSED STORM DRAIN DET DI DETAIL DUCTILE IRON HYD HZ HYDRANT HERTZ (CYCLES PER SECOND) PSIA POUNDS PER SQUARE INCH ABSOLUTE WD WATER DISTRICT # EXISTING REDUCER -CS- EXISTING COMBINED SEWER (2) ON DRAWING 15 THIS SECTION IS SHOWN DIA DIAG DIAMETER DIAGRAM ID INSIDE DIAMETER PSIG PT POUNDS PER SOURS INCH GAGE POINT, POINT OF TANGENCY WM WS WATER MAIN, WATER METER, WIRE MESH WATER SURFACE � DIFF DIFFERENTIAL IE INVERT ELEVATION PUD PUBLIC UTILITY DISTRICT WT WEIGHT PROPOSED REDUCER o EXISTING SANITARY SEWER CLEAN OUT DIM DIMENSION IN INCH PVC PVI POLYVINYL CHLORIDE PCINT OF VERTICAL INTERSECTION WWF WWM WELDED WIRE FABRIC WELDED WIRE MESH o cc CROSS SECTION A DIST DISTRICT INCL INCLUDING PVT PAVEMENT � PROPOSED THRUST BLOCK • PROPOSED SANITARY SEWER CLEAN OUT DN DOWN INSUL INSULATE(D), INSULATION YD YARD SCALE 1" = 1' -0" S DNR DEPARTMENT OF NATURAL RESOURCES INN INVERT QTY QUANTITY YR YEAR ® EXISTING WATER METER O EXISTING SANITARY SEWER MANHOLE DR DRIVEWAY IRRG IRRIGATION � PROPOSED WATER MEicR � PROPOSED SANITARY SEWER MANHOLE DRAWING NO. ON WHICH SECTION WAS CUT. DO DWG(S) DISSOLVED OXYGEN DRAWINGS) K KIP (1,000 POUNDS) R RADIUS, RANGE /J NUMBER, POUNDS KV KILOVOLT RAD RADIUS & AND EXISTING FIRE HYDRANT O EXISITNG STORM DRAIN CATCH BASIN KVA KILOVOLT AMPERE RCP RECEPT REINFORCED CONCRETE PIPE RECEPTIONIST ® 0 AT DIAMETER, PHAS PROPOSED FlRE HYDRANT � PROPOSED STORM DRAIN CATCH BASIN (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR KW KILOWATT RECIRC RECIRCULATION 1r MANNER EXCEPT THAT DETAILS ARE IDENTIFIED EXISTING FLANGE JOINT >---< EXISTING STORM DRAIN CULVERT BY NUMBER RATHER THAN BY LETTER. � LENGTHSOF CURVE REDP REDUCE(R)S p LEV LEVEL REF REFERENCE II PROPOSED FLANGE JOINT >--< PROPOSED STORM DRAIN CULVERT LF LINEAL FOOT(FEET) REG REINF REGULATOR REINFORCED, REINFORCING 7 EXISTING MECHANICAL JOINT ® EXISTING STORM DRAIN MANHOLE UD LS LOCAL IMPROVEMENT DISTRICT LUMP SUM REO'D REQUIRED LTG LIGHTING RESIL RESILIENT ] PROPOSED MECHANICAL JOINT ® PROPOSED STORM DRAIN MANHOLE LW LOW WATER RJ RM RESTRAINT JOINT ROOM NOTE: RP RADIUS POINT, REFERENCE POINT C EXISTING HUB OR PUSH -ON JOINT SECTION &DETAIL NUMBERING SYSTEM MAY RPM REVOLUTIONS PER MINUTE C PROPOSED HUB OR PUSH -ON JOINT OR MAY NOT BE USED. RR RT RAILROAD RIGHT R/W RIGHT OF WAY �f EXISTING AIR RELIEF VALVE PROPOSED AIR RELIEF VALVE Y EXISTING BLOWOFF PROJECT RELATED SYMBOLS PROJECT RELATED NOTES T PROPOSED BLOWOFF p�J EXISTING BUTTERFLY VALVE I�'�� ICI PROPOSED BUTTERFLY VALVE PSI EXISTING CHECK VALVE HAMMOND, COLLIER &WADE — CITY OF RENTON N PROPOSED CHECK VALVE LI VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS CENTRAL RENTON SEWER REP! ACEMENT D4 EXISTING GATE VALVE 4010 STONE WAY N 5 -0513 SEA SYMBOLS &ABBREVIATIONS N PROPOSED GATE VALVE O6)W632826648090 ecw -� RECOMMENDED FOR APPROVAL K,Y EXISTING PLUG VALVE DESIGNED: REB DATE: 6/27/95 FILE NAME: IN PROPOSED PLUG VALVE PLAN REwEw DATE DRAWN: DPH CHECKED: SCALE: N/A FlELD BOOK: PPGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: 37 OF: 37 �y wwP � �' � O i /� SEWER UTIOTY DATE ,� E �I � "', � is � ', t- j;. C �� 1P. � 13 ' �' U �. ® I SI- SHE CENTRAL RENTON SEWER REPLACEMENT NW 1/4 SECTION 17, TOWNSHIP 23N, RANGE 5E M►wp _2 i - osi,T INDEX TO DRAWINGS SHEiCI i YIC1l9Y�f MAP $ I�Y'lKJY 'ID u"'tA7�3NGS 53iEET 2 XiWAMS AVE N /Mfl1S AVE N ALLEY � SHEET 3 W3WAM5 A4/E N/G�£LLS AVE H ALLEY St3fFT 4 vas i iA_uc AVE N/WFLLS AVE N ALLEY `� � SHEET 5 N 2N'v Sf - 31AWAM5 YO WELLS m �� z SHEETS WW.IAMS AVE N/N iST Si - EASE►®dT SEA. T Ti E LA.iiE � SHEET 7 WELLS AVE N /PELLY AVE N ALLEY Z SHEET $ WELLS AYE N /PELLY AVE N ALLEY �f //- 4SHING I ON R9i��F'f'� SHEET 9 lr�cdl5 AVE N /PEI.LY AVE N ALLEY � p �` �� 5t3E�. ?!� WELLS AYE N,7PELLY AVE N ALLEY G �`" F.ENTON ISSAQUAH RD °� J� �y a � StBEET ii PEL_Y :EVE N/PARK AVE N ALLEY ��r- �NTt7N SHEET 12 PELLY A.iIE N/PARK AYE N A9.l.EY '� ( �� o a y SHEEP 33 PELLY AYE N/PA4K AVE N ALLEY � � a a RENTON SHEET 34 PELLY AVE N/PARK AYE N ALLEY ,�'� ��'��u SR, PROJECT SITE �iFFr35 PARK AYE N /GARDEN AVE N ALLEY 9�0 2ND St3EET 35 PA4K AYE N /GARDEN AVE N ALLEY !,J 3R'� SHEET 77 PARK AVE N /GARDEN AYE N ALLEY cFpgR MQp�F SHEET i$ GARDEN AVE N/MEADOW AVE N ALLEY `69 Rid FR �C <FY SHEET 39 GARDEN AYE N EADOW A� N AUEY � Rp 5}iEE7 20 GARDEN AVE N /MEADOW AVE N AL!£!� - SF3EET 27 FACTORY AYE N - N 4TH S< YO N 3RD ST SItEE"i 22 SHEET 23 FACTORY AYE N - N 3RD ST TO N 2t� Si FACTORY AVE N - N 2ND ST TON 95T ST RENTON 367' �'�` �� SHEET 24 N 4TH ST - FACTORY TO HOUSFR TJK'Jf �A SHEFf 25 N 3RD ST AT HOUSER SHEET 26 N 4TH ST/N MAPoON ST ALLEY E. tTER SHEET 27 5>-iEET 28 N 4TH ST /N MAPoON ST ALLEY N MARION ST /N 3i� SY ALLEY �Et� aF wasycS - 00¢x, v �� z � —��3 SITE MAP � SHEET 29 N 3RD ST /N BROOKS ST ALLEY P.ECawMEND® FON aPmRDYAL N.T.S. "�.;. '��;° �F�"� SHEET 30 N BROOKS ST /DUNN LLAIHER EASE{E3iL t�f..,....Cc�� 7 -z7-9f � FsS��a� �a� SHEET 37 N 4TH ST - BURNETT AVE N TO SfA 6+00 -- �•��'E"' � �s- f ExPiRES s /zs �_ SF;E£f 32 N 4TH ST - STA 6 +00 TO STA 7i+50 j��i'x! - -. -- SHEET 33 N 4TH SY - STA 17 +50 TO STA 17+00 �, ,r�� A' �1 �,� � '.�� nC %T uAM!�ONn, C�JLLIER &WADE— CITY OF RENTON SFsEET 34 N 4TH ST - STA 37 +00 TO STA 22+00 � ° °�" � - =s = Li VlNGSTONE ASSOC.r INC. DEPARTMENT OF PUBLIC WORKS �a�c s.oNewa. n,. CENTRAL RENTON SEWER REPLACEMENT SHEET 35 N 4TH 5T - SYA 22 +00 TO FACTORY AVE N SEa' E. wA 48103 -804Q �itiY.. r-F -.'fit LLt..r- (zae) 63z -zees acff•3. VICINITY MAP &INDEX TO DRAWINGS SHEET 36 SHEET 37 DETAILS SYMBOLS & ABBP.EVIATONS REyEW F0��!' pANCE TO CIFYS a�l'.� : „✓`.- STAPfiDARDS � �✓ ��Ti � = �;�r��: RE3 oaTE: 6 /26 /95 Fl�E NaMe R � ` _, � FI f. � b RILL 157 I 126 ��r, • _ _ -� 1� - — WELLS AVE N STA 14 ; a NEW 48" CB TYPE 2 CUT INTO EXIST. STORM DRAIN d,5 . a,1 _ WITH RING AND COVER / CONNECT TO EXIST. STORM DRAIN r ; i SAWCUT STREET PAVEMENT AND REMOVt EXIST 12" S-IDRM DRAIN PATCH S A 1 +94 1 4 REPLACE WIIT�I',' NEW 36 36 nr CB TYPE r ON NEW STORM, UNE r� PLUG ABAND. PIPE REMOVE AND REPLACE N REMOVE EXaC E)USiING ] ALLEY PAVEMENT w f(' VAUI 1 - i VL)WER S �: I x, o rcX STA 4 +75 (/) AUI 4 E NEM! 12 STORM DRA 1 NEW CB TYPE' 1 W STA 3 -HOD �A -A '., � � Na � 1� , 1-.a.�a� * - - - - - 54� 0 MH i..� NEW �-- _ �� 1 # 1 G,R, 1 O �i. + a r, .t I �Z. i � II c0 I mmadmism F- C — cr 1 'R�{ �� 1 1 R z c o N C R E T E 2 a i NEW CON C_ DRIVEWAYS ' MH a It AND SIDEWALKS REQUIRED- � � � � z I � RIM 29.65 —/ Imo: SAWCUT EXISTING PAVEMENT REMOVE EXIST. 12- SO IE 22.21 E & W 24" 1 70P 25.45 N & S 10" 2 � BENCH MARK \- BURIED TR..�� I CHISLED SQUARE AT BACK OF WALK SCHEDULE B EX 24" AT NE QUADRANT INT. OF N. BROOKS v SANITARY SEWER REHABILITATION AND FACTORY SEE SHEET 32 ELEV. 37.04 1 3 4 S 7 8 20 2 REFERENCE NOTE: F 11 RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" PVC 811 N 41 S' 334 ufL 35 !;'•r N 3[8 N__; -V� <,> r, 32/ Pi_ < S 41E 320 - - i� _APIS 3'2 'Pf,LiTAMS AVE SANITARY SEWER IN ACCORDANCE WITH THE CITY OF CALC MIC /2 a N5006.92 A, /E a 3 0 NILUAMS AVE N `RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. E3364 -75 �__ PLAN - WILLIAMS AVE N J S W bi _ cD [n f.�a� Ld sv 3 z m F— Qw N a 40 H > W .. . N O . ^ ® Ul N N O 1z a U. ® U O, a 0,...... ui -.. z O Z !- N w v3 w F �' NJ �F I F-i M N O^ CD V QJ Nv X XI}L (n �j NN 0Q2�' U.O �- ��v +� ONN�`: W wH-3 d'h ^^ J 1-HNN 4 d w N 5 ~ `nwo�U O 3 .. .� +t9 ,.��Q.Q fn ICiOz��vr_ W wmwA�Wv�.. Q =O N..^ - F-In Z�N70U h dn,-}-C= W > UQUL +h -; - ...... �� +, Z`� -... - rt -. -.. . -.m +IOC.. -.- . .. ... ........ .....- ....... -- ...... 35 zo a N a zo 0o a 3 a `� ri 3 alp N N 3 8 ¢' ao no -;s P`'1E U M N PROPOSED ALLEY GRADE c)v,r -�U�w V� z3:in iX �z ©s�i��ww Wti i�ww wrl� w I zmcny�- zulEw 30 -0.56% EXIST. 10" T 00% - -1 77 %, 1.17% i NEW 12° STORM DRAIN F rr w ;0' -uC 0.38 %.... 30 SAN. SEWER j I - 281 LF ® 1 1% — EX S hG 1; SD 25 - - ....... - --- - - - -- 1 EW 8 PVC SANITARY SE NEW 8' PVC SANITARY SEWER 25. PLUG ABAND 300 LF ® 0.40% PIPE— N m NEW 12" STORM DRAIN <r 2i?0 LF @ O.4fl% + J ' ��oF wnsy2 83 LF � ®3 d + 12-an w w o[ ~ 20 SCHEDULE B EX.. . _ a� a� w w � 3In"3E 3n 3 3 3 � 3 3 � � � wco Jm �� 04 rn F-- 1- r �- r- o- 0 r - OD fn (n .. w + Leb wp ... .. " - - - ...... _ F� o o aJ o¢oa ¢ o N �¢ W w'P 3 U) Qo U),O 3N �.. - ........ 20 24" SANITARY �- + + a w w ¢ 3 SEWER REHABILITATION an N V) N w w n N N + + + + w + �+ o + + w + { . to SEE SHEET 32 - _ w w w w w _ a w w w Ow W > w N an (n JN >W - F -F- -H- O Of ® QF= QiM- O OF a:J OF OQ _ p Q fn. (n tnvl... _ in J.' ... Uf to - ..... to fn in UI UDKn Pli, :t7Il1P (!7 U7 In > w to - - (n 1 +00 3T00 V) En ns 5�00 6+00 PROFILE HAMMOND, COLLIER & WADE — CITY OF RENTON = L•q LIANGSTONE ASSOC., INC. /^ DEPARTMENT OF PUBLIC WORKS 1 W— P- J7-63-T S -0513 L ROLL 157 12T 24X WELLS ,AVE_ N i ..i _ v.. Q METRO CONNECTION NEW 12' Si OrTk? DRAIN PROJECT BY OTHERS (BY 0Th €FtS }, fib BUS NEW METRO CONNECTION BCX MANHOLE (BY OTHERS) 14 N 3Rn S- _ NEW 8" SAN. SEWER EMOVE AND REPLACE METRO CONNECTION KISTING ALLEY PAVEMENT (BY OTHERS) BENCH MARK e REMOTE TEMP. METRO 36 INSTALLED CLEANOUT CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS Ca rr AND FACTORY tE -, ELEV. 37.04 N z O F_ WILLIAMS AVE N J O W PLAN S':L E a" = 20' 5 / r a, k, 2 S I I F_ w - STA 8 +99 S NEW 154" 0 MH #j V7 w Vw3 CONCRETE - O to O r 4 C011.;C. PAIRKING w z 7 i REFERENCE NOTE: RECONNECT EXISTING SEWER SERVICE TO NEW 8" PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. d' wo ztr)W :J -I- w STA 7 +11 O O CI iT Y OF RENTON O I w NEW 48" C3 ?? F 2 -. .. ..D U —O c= n PROJECT w v) WITH RING AND CC \ STA 6 +40 I(BY OTHERS) � IL O � � METRO PROJECT �� /F WILL INSTALL CB REMOVE AND REPLACE EXISTING ALLEY PAVEMENT w NEW 54` 0 MH #A -2 -y 40 � � ¢F w1 er w,:"c�^.T D it '$'�,,.. OI11I. < Cn 1�VCSI 1 DFN ___ 36 _ SEWER TO MH t �..N s s m S .W.iN � O O SHI-D 1 ... .. .... 0. ¢..�_% - -u3 tfl. ........- .. - -. -._ 1 V/ + v z �i DR j�H GON DR. l , - ° z r r� - c - V) w r C-NC A. LK L TE! B X STA 7 +64 x'- NEW METRO CONNECTION BCX MANHOLE (BY OTHERS) 14 N 3Rn S- _ NEW 8" SAN. SEWER EMOVE AND REPLACE METRO CONNECTION KISTING ALLEY PAVEMENT (BY OTHERS) BENCH MARK e REMOTE TEMP. METRO 36 INSTALLED CLEANOUT CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS Ca rr AND FACTORY tE -, ELEV. 37.04 N z O F_ WILLIAMS AVE N J O W PLAN S':L E a" = 20' 5 / r a, k, 2 S I I F_ w - STA 8 +99 S NEW 154" 0 MH #j V7 w Vw3 CONCRETE - O to O r 4 C011.;C. PAIRKING w z 7 i REFERENCE NOTE: RECONNECT EXISTING SEWER SERVICE TO NEW 8" PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. d' wo ztr)W :J -I- w U w O� O O O I w z ... .. . .. . - -. . - -. .. ..D U —O c= n CV ^ IL O J U 0 U . I- w 40 � ¢F OI11I. < �..N s s m mJ . .W.iN � �II. coM Z Z0 O ... .. .... 0. ¢..�_% - -u3 tfl. ........- .. - -. -._ o ° �. � cli ° z r r� - c r -__ w1mww v��r� -t�J Z7in >r!Li Z...(/Jlf�w - 30 0:38% - J0 D?00 G _ .. _ o . - ..... ... 30 EX�ST;NG 10 r",- JAIL== SANITARY SEs r_R A- I!TAPy cEi "i R' - - - o I - -- - o.___ - ___ :_ _____ ____ ____ ___ ____ - - - -_ __ 25 NEW 8" PVC PLUG ABANDONED NEW 8' PVC SJcNI ARY NEW-Or PVC-SANITARY- SANITARY SEWER PIPE P 40 LF ® 0.40% ^\I ^ g' VC s'ANOt� 235 L ®' 0.40% SEWER 51 LF ®0.40% it m + NEAR CONNECO U) J J J 20 3 0 3.0 3 ni ti 0 < SBY O p iERS) f ¢. _ d c� .. w _ �y .. .... ' t m co3ao 30 3d 3m3�o 303 3n 3-t �� 3 3 ¢.r> ¢nw + + + + +w+ w+ Ea w+ w w- w+w� w+ ¢ao ¢ { w w W W w + vr �, cn o o � t- o ,n o r- o cn � (n 00 in D rn .a) m cn 0) (n a, En 'm Un a, En 0, V, o ( ' n NEW 12" STORM DRAIN (n � '¢ ¢ w¢ v '. )w¢ W¢ W¢ W¢w¢ w¢W¢ �¢ W¢ w¢ W¢ w ° —F-O —r �� a� o� 54 LF ®2% (1J !LJ °r 9r 9F- - °P°e- °,u -E?r- aF- °F- o� V) n n N cn En > W � w (BY OTHERS) > w > w u) in � cn to (n : En Unto ¢n nlanan'rn an rn rn m rn rn �� En rn c 6-00 7, OC PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON METRO CONNECTION CITY OF RENTON `C -` = 2 ^' - L;VINGSTONE ASSOC., INC_ PROJECT PROJECT BY OTHERS I PROJECT = 3 ZZ 401 O STONE 'KAY N S-0513 S h ^. NAz48iO3 -fiO4C ROLL 157 25 c E- BERG �Q- OE WASH ST oaF' tic 20 FSS ONAL �,< � ENiRE6 J /26/ jl w wp 2 rn LJ Lf) 0 O A STA 11+45 NEW 48* C-8 T`PE 2 WITH FRAME AND GRATE REMOVE AND REPLACE 5 EXISTING ALLEY PAVEMENT \_36 Rim C ONC PARKIN [I WELLS,,AVE - -N- Li n :2 111- 0 SALWOUT STREET A PAVEMENT AND PATCH G') 1. 36 4fSTA 11+71 NEW CB TYPE I REMOVE AND REPLACE EXISTING ALLEY PAVEIVE,'47 1 52 -17 STA 14+34 NEW W 0 MH AREA OF PROBABLE BURIED POWER, & CABLE TV CONDUITS Z STA 11+59 HOUSE L) REPLACE EAST. MH 4' NTH NEW 54" 0 MH 20 F MH #A-4 mi NEW CONCRETE DRIVEWAYS (12 Ile < -41 REFERENCE NOTE: AND SIDEWALKS REQUIRED 36 /// SAWCUT EXIST. PAVEMENT RECONNECT EXISTING SEWER SERVICE TO NEW 7 8'4 N 2ND Si -2 -ST 8" PVC SANITARY SEWER IN ACCORDANCE WITH 815 Ij 2N:) THE CITY OF RENTON STANDARD PLAN # BO 82, MATCH LINE STA 2+75 SEE SHEET 5 DRAWING # BR 35. BENCH MARK PLAN QS PROTECT EXISTING GARAGE- PROVIDE SHORING, CHISLED SQUARE AT BACK OF WALK SC4. OR BORE TO PROTECT STRUCTURE FROM SETTLEMENT. AT NE QUADRANT INT. OF N- BROOKS ............ ----- --- ------ — AND FACTORY Z 0 1-- n Li ELEV. 37.04 +w o U) uj < < -- LLJ Lu F- O of co V) V) c14 > L ROLL 157 129:. am Li n :2 111- 0 0 � zl 0- 0 ri 0- 0 c' I C) o C, aq J3 Q 40 < m +11p z 40 < R 0 '04 ;d Lu -H X V) s UD MZ +lp —Li L'j + "� (" I?— PROPOSED ALLEY GRADE 3: - ui �t x "= vvv < V) 1-- Z: Lo V) cn 35 0D 1< 00 00400 L'i 't c' 3' 35 L'i LLJ z v) a- :z Lo iLo mr W �J L�J 7- v) rr Y LJ Z ln� ix Ll =- 30 EXISTING 8" ,CF ...... 30 SANITARY SEWFR� ---------------- ------------------- ------------------ -- -- -------- --------------- -------------- - -- ---------------- — - ---------------- ----- ---- ---- --------- -------------------- --------------- --- -------------------------- ---------- ------ ---------------- NEW 8" PVC SANITARY SE" ------- NEW 8- PVC SANITARY SEWER 275 LF 0 O.407. 25 1. Ug LF @ 0.40 %. 25 NEW 12" STORM DRAIN NEW 12" SD 26 LF 0 2.0% 20 LF 0 2-0% 20 -j 3i 0) Ln 00 a CA co OD + + %S 0%T13 2 9 -------- ------------ .......... 20 LJ + L'J + + + in �!! �! ul + Co P( (n!4 Co C( Ea U) n Ld cn uj in V) LLJ cn LLJ < < < < QF- gv- w < 9 P La < UJ < Lo (n U) (n (f) V) WA 12-OD 00 PROFILE SC- 1084 s - L I I 111T ROLL 157 129:. am wN►p s7 -o tiJ BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 r,v . �Awr��I r �r>�EET PAVcI�Er17 AlFila"D PATC>`f T. �� 4 \, �'ll �� , STA z t 72 Ir ' NEW �" � turn r �, �- '� .. z - - to ICI �► _ _ _ Z Z Z 3 Z j _- ��±. /.',1 ti. NEW CONCRETE DRIVEWAY ANC SIDEWALKS REQUIRED SAWCUT EXISTING PAVEMENT 1 2 1�. 36 P � �C �� 80� ^t L�k� �T 8!J7 IR! 2r =�3 S� i�� '>� 2' _ PLAN m w per, ' C+- G I �I HcpO z' � ��...n -. . -- -. _. O�'�N ... - -.- a�oy � =NIA ,,iii .. 2 � n� W z _ � +w" =F'ST 1 emu= 8 M: ,_ If, Z � U1;tY � d4J 'J., l W f.1.0 t- w z cv REFERENCE NOTE: RECONNECT EXISTING SEWER SERVICE TO NEW 8° PVC SANITARY SEWER IN ACCORDANCE WITH T}iE CITY OF RENTON STANDRRD PLAN # BO 82, DP,AWING # BR 35. p ,,J'Ie 4`�..0 � ^ o � � r Z��, cat I ? � 07 y 2 �• __ t_' M1 6 5- 05/32.4 =SOD �iZp i ......... .. .... ...... .. . . .... ....... d0 aIN � - � W d- _ � N � °4 =: - 35 411 w . ..... ................. . . . .�- - ZIW � { I 3C .. .� ,.I ,, .. ...... 30 i �, s S ^� _ , " �FJ�� 9 X 1 \; �` / III ', 1� ��`� 'Iti t':i �� 1 .. r A-- _� _ - _ _ �, ca�c r.,. - N 2ND S � ', '�399� -t�� Awr��I r �r>�EET PAVcI�Er17 AlFila"D PATC>`f T. �� 4 \, �'ll �� , STA z t 72 Ir ' NEW �" � turn r �, �- '� .. z - - to ICI �► _ _ _ Z Z Z 3 Z j _- ��±. /.',1 ti. NEW CONCRETE DRIVEWAY ANC SIDEWALKS REQUIRED SAWCUT EXISTING PAVEMENT 1 2 1�. 36 P � �C �� 80� ^t L�k� �T 8!J7 IR! 2r =�3 S� i�� '>� 2' _ PLAN m w per, ' C+- G I �I HcpO z' � ��...n -. . -- -. _. O�'�N ... - -.- a�oy � =NIA ,,iii .. 2 � n� W z _ � +w" =F'ST 1 emu= 8 M: ,_ If, Z � U1;tY � d4J 'J., l W f.1.0 t- w z cv REFERENCE NOTE: RECONNECT EXISTING SEWER SERVICE TO NEW 8° PVC SANITARY SEWER IN ACCORDANCE WITH T}iE CITY OF RENTON STANDRRD PLAN # BO 82, DP,AWING # BR 35. p ,,J'Ie 4`�..0 � ^ o � � r Z��, cat I ? � 07 y 2 �• __ t_' M1 6 5- 05/32.4 =SOD �iZp i ......... .. .... ...... .. . . .... ....... d0 aIN � - � W d- _ � N � °4 =: - 35 411 w . ..... ................. . . . .�- - ZIW � { I 3C .. .. .. ...... 30 i S ^� _ , " �FJ�� NEW 8' PVC SANITARY SEWER 2 , 150 LF ® ®,4� 25 I t 2� .............. ..... ..... .. .. 3 .. -.>S . -�i -...... � 3 fLD ?i - .. - - .- -... -. 20 - N+ f/I+ 41* (�� f�� PA } _ O O � � '..3 4 � (n (/1 (n Vf F/D PEA : PROFILE nr"ii`v"iivlyNv ^, COLLIER & WADE — SC�a� ?� ��' � � LIVINGSTONE ASSOC., INC. �� _ _ - .. __ + � � a.- F RO L L 157 13 E. eE� - �Q�� pF wasyCST, 9 O� � 2" g Ir �'` �� eS'rIIXJAL � R z� 95 s s /zs/ �f OAATCHI ILINE SEE STHEE T 4 N 1 ST ST ,1j, ?2 15.7 REHABILITATED 8" SANITARY SEWER �- EXISTING 4` V� "DE EXIST➢OdG 4' WIDE SANITARY SEWER SANITARY SEWER EASEMENT —, n� � � s - EASEMENT _ F - `� -- -- # - y �. ; S U sH FEVG C BIUTA _ r RHA v = TED 8° \—STA OR-28 SANITARY SEWER = - - �L REPLACE E>3ST. CO - -- - - - NOTE: (n WITH NEW 54° 0 MH #B -1 LOCATE AND RECONNECT ALL RESIDENTIAL SIDE SEWERS i BENCH MARK 98 CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS -00 k:_L -VS !> ✓E AND FACTORY ELEV. 37.04 PLAN lE , = 20' M�I Q Z — = I — 1[7' � kn M — 45 Ow V~i z r_ - zv (o ciw i- c) 3 ao EY w z y EXISTING GRApE �. :� z......... 40 ZUm +jD Vt Q �W[O- fiOQ�� w ° °w w�i ccw_wwaa Nad w - �f ¢ -w - z w= .�mwrn 35 O S 8 JCP I SAP � OS1 .2a - ITtPY S R S�t'� — �iv� !�. wwp - 27 -OrY.? NEW 8- SANITARY SEWER 196 LF - INUNE REHABIUTATLON CURED -IN- PLACE, FOLD & FORM, OR PIPE .BURSTING 1 +00 PROFILE - 2; - ROLL 157 131 - - 'C E" BEh'G NEW 8° SANITARY SEWER: �e of WASy s 120 LF - INUNE REHABILITATION CURED -IN- PLACE, FOLD &. F40RM, 25 OR PIPE BURSTING FS'r'ONAL ENG 3 +00 PELLY AVE N STA 1 +,2 NEW 48" CB TYPE 2 CUT INTO EXIST. STORM DRAIN WITH RING AND COVER CONNECT TO EXISTING 12" STORM DRAIN SAWCUT STREET PAVEMENT AND PATCH %� AIM 3 9 J C CI ".� 5 J �21M ,iU 4 7 I t, II ?t A/ S E � _ R SLS Lit,:I':: a H in 2 Z Y♦ _ -!'+�7AR+� -LNG STA 1 +7B NEW CB TYPE 3 ., r I 1 i i- _ _ - _ _ - - NEW 12" STORM i F OWER L v -� Y LLJ DRAIN z _ STA 3 ±75 a •E� r O I r Ev��Af 54° 0 MH ' �' -1 PLUG ABAND. SEWER \--NEW CONCRETE DRIVEWAYS 2 _ < = AND S!DEVdALKS REQUIRED 36 - - - SAWCUT EXISTING PAVEMENT _ MH e f REMOVE AND REPLAj E i RR,1 30-77 SPEED BUMP AND E 22.89 E & vJ 24' SCHEDULE B EX. 24" STREET SIGNS 0P 26.52 N & S SANITARY SEWER IE 25.77 (PER OLD REHABILITATION SEE DESIGN) SHEET 32� W_� : N 34 4; 338 ___L1 � F_ . 334 al _ � -;_ . ��. _ -- - > ",E 62WEILS � 320 WETS .AVE N 3.6 W_ � A.IE N 32 9 EL V } I AVE N I BENCH MARK PLAN REFERENCE NOTE: WELLS AVE N , lW E - 20' Q RECONNECT EXISTING SEWER SERVICE TO NEW CHISLED SQUARE AT BACK OF WALK 8" PVC SANITARY SEWER IN ACCORDANCE WITH °O w AT NE QUADRANT INT. OF N. BROOKS THE CITY OF RENTON STANDARD PLAN # BO 82, AND FACTORY DRAWING, #BR.35.- ...... _.. . .. .. .............. . ..J Ill +S Ld ELEV. 37.04 _ _ �w E.0 o' CJ in to NOIO O } - Q H W t1'I 40 .. nn x c n r x yr7., O J F-Wc� g�Q V) w3z��n _ -0-5132C � z a re_ _ 35 � � � f - w 14- E__ <,C003 35 cn Z iV (`J X a w u O C�� lL 'S W al�� WFa- -? _ Zsfi tlSaw W - w r__ c �� w Z co w PROPOSED GRADE i 30 T OD% _ L00 %.. 0.347 rp:S N° 0.34% 30 NEW 12" STORM GA„ DRAIN 66 LF ®2% - - - - - -- - -- I - ---- - -- - -- - -- -- -- --- - -- -- - - -- -------------------------- - -j - 25 a . n NEW 8' PVC SANITARY SEWER PLUG ABAND �' � `-' fl, i I HEN/ 8" PVC SANITARY SEWER 25 175 LF ® 0.4% E- gE SEWEJSEE 275 LF ® 0.4% `l �Fe�oF wasti Tg N O' _ + [Y J + d' J J IY J - J J K J d' J [L' F- + ti 20 G z - N- d' - .. {.. w 1 W W _.. co ?i O ...- ... ....� M ........ - -.. 2 m SCHEDULE B a 3 �3 3 3 3 3 3 3 3 � - a w w a .w w w w w w SANITARY SEW rn � n ±cn± V) m +n} NNN+ rn�tn+ twee twee{ uwi +us rn +nom N +uwi� uwinNU+i REHABILITATIO v_ w Qw ¢ W w w w w w w w w Q wI w w w Q w w Q w Q �SSJaNaL SHEET 32— o a o f o F a o 0 0 0 0 0 ®, ea Q o o Q r o 0 0 lL to U)Vl Vl > to N N. N. ...... fn. - -N ....... - En Ue U U !n In U Ue Ue V7 - UI (n t/e . .. . .. .. . .. . . . PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON -- _ Lu" - LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS -. <mo STONE WAY N CENTRAL RENTON SEWER REPLACEMENT 5 -0513 sar2E, A wA 9823 -909° (0 ALLEY BETWEEN PELLY AND WELLS (2 2- 70 gCp.j, FROM N 4TH ST TO STA 5 +50 DESIGNED- REB 6/26/95 DATE FILE NAME: ces - - j DRAWN: DPH - CHECKED: SCALE As SHOWN �E>DeooK AE RE l,SICN By APP, I DATE APPROVED: SHEET: C/), ROLL 157 I 132, 24X • r I 1 i i- _ _ - _ _ - - NEW 12" STORM i F OWER L v -� Y LLJ DRAIN z _ STA 3 ±75 a •E� r O I r Ev��Af 54° 0 MH ' �' -1 PLUG ABAND. SEWER \--NEW CONCRETE DRIVEWAYS 2 _ < = AND S!DEVdALKS REQUIRED 36 - - - SAWCUT EXISTING PAVEMENT _ MH e f REMOVE AND REPLAj E i RR,1 30-77 SPEED BUMP AND E 22.89 E & vJ 24' SCHEDULE B EX. 24" STREET SIGNS 0P 26.52 N & S SANITARY SEWER IE 25.77 (PER OLD REHABILITATION SEE DESIGN) SHEET 32� W_� : N 34 4; 338 ___L1 � F_ . 334 al _ � -;_ . ��. _ -- - > ",E 62WEILS � 320 WETS .AVE N 3.6 W_ � A.IE N 32 9 EL V } I AVE N I BENCH MARK PLAN REFERENCE NOTE: WELLS AVE N , lW E - 20' Q RECONNECT EXISTING SEWER SERVICE TO NEW CHISLED SQUARE AT BACK OF WALK 8" PVC SANITARY SEWER IN ACCORDANCE WITH °O w AT NE QUADRANT INT. OF N. BROOKS THE CITY OF RENTON STANDARD PLAN # BO 82, AND FACTORY DRAWING, #BR.35.- ...... _.. . .. .. .............. . ..J Ill +S Ld ELEV. 37.04 _ _ �w E.0 o' CJ in to NOIO O } - Q H W t1'I 40 .. nn x c n r x yr7., O J F-Wc� g�Q V) w3z��n _ -0-5132C � z a re_ _ 35 � � � f - w 14- E__ <,C003 35 cn Z iV (`J X a w u O C�� lL 'S W al�� WFa- -? _ Zsfi tlSaw W - w r__ c �� w Z co w PROPOSED GRADE i 30 T OD% _ L00 %.. 0.347 rp:S N° 0.34% 30 NEW 12" STORM GA„ DRAIN 66 LF ®2% - - - - - -- - -- I - ---- - -- - -- - -- -- -- --- - -- -- - - -- -------------------------- - -j - 25 a . n NEW 8' PVC SANITARY SEWER PLUG ABAND �' � `-' fl, i I HEN/ 8" PVC SANITARY SEWER 25 175 LF ® 0.4% E- gE SEWEJSEE 275 LF ® 0.4% `l �Fe�oF wasti Tg N O' _ + [Y J + d' J J IY J - J J K J d' J [L' F- + ti 20 G z - N- d' - .. {.. w 1 W W _.. co ?i O ...- ... ....� M ........ - -.. 2 m SCHEDULE B a 3 �3 3 3 3 3 3 3 3 � - a w w a .w w w w w w SANITARY SEW rn � n ±cn± V) m +n} NNN+ rn�tn+ twee twee{ uwi +us rn +nom N +uwi� uwinNU+i REHABILITATIO v_ w Qw ¢ W w w w w w w w w Q wI w w w Q w w Q w Q �SSJaNaL SHEET 32— o a o f o F a o 0 0 0 0 0 ®, ea Q o o Q r o 0 0 lL to U)Vl Vl > to N N. N. ...... fn. - -N ....... - En Ue U U !n In U Ue Ue V7 - UI (n t/e . .. . .. .. . .. . . . PROFILE HAMMOND, COLLIER & WADE - CITY OF RENTON -- _ Lu" - LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS -. <mo STONE WAY N CENTRAL RENTON SEWER REPLACEMENT 5 -0513 sar2E, A wA 9823 -909° (0 ALLEY BETWEEN PELLY AND WELLS (2 2- 70 gCp.j, FROM N 4TH ST TO STA 5 +50 DESIGNED- REB 6/26/95 DATE FILE NAME: ces - - j DRAWN: DPH - CHECKED: SCALE As SHOWN �E>DeooK AE RE l,SICN By APP, I DATE APPROVED: SHEET: C/), ROLL 157 I 132, 24X �� I _ w = REMOVE AND REPLAGE N SPEED SUMP AND STREET Lam, � SI ;,":S �.. w I � � � REM0INE ANID ?+E�L,AGE �� cn 'ta �xiSrrar. �i � �� PmvcR,:�T 1 zc o u� + . u� �, � ; ,: J i ' ,� = a � �s >H. Far�Nt� � - PELLY AVE N - ��E _ -: � _� CITY �� RENTO�N ME:aRO �INEGTiO,?�6 � rrr� �� REranoma �! DR�OJEOT ; PRO,eECT RY nTHERS 1 PR�GI�EC'r ,. �, i II � � -- � iu�- r� :�, �; - ' I �� , - t, - �. _- - ... ', STA 7 +�..4 F- - - j ' _ NEl7V 48' � Ti1PE 2 I � �' - � NEW P2' STOFIrA REMOVE AND REPLACE j a4;TH �„m.G A:0 CO'�R � �'�= � r � SPEED BUMP AND STREET � s p LL DRAM d,BY OTHEIBS'� SIGNS 6 � i w ,ORM�DIiAO EXISTING � � � �_ , ' TO STA 7 +93' � z „ Z 36 � w (BY OTFIERS) I I v _erg � I' STA 7+00 � � � �� t�i� �L� �I � Z j " u a I � NEW MElfkiO CORN' €Cifi�:' � � � w k� ? � � d MANl�O�..E (BY OTHEI<IS) REMOVE AND REPLACE I � w - "' I J II EXISTING ALLEY PAVEMENT � � _ --� � it STAB $+27 %� r, �, � �• .t. C � 36 � it �• . �_.� �'tPAGE I I �. _ � � o_ f �� r � - - -- I� ' III � � .- �� l �r�a�iEt __ � a ,,,� ,,, � � c~n BENCH MARK CHISLED SQUARE AT BACK OF WALK 23 ,,� AT NE QUADRANT INT. OF N. BROOKS AND FACTORY _ ELEV. 37.04 312 WEBS �'.'E N OB �E'_ ,. a� n w � zo J In W c. � � ;� � t!�, �:!J 32 3S i E 27.59 n; do S 8" ' STA 7 +00 /C -2 NEw s4' � MH REMO`IE EXISTING MANHOLE 2� I 2b _ d��__. .� � � ^2 . ____ sl'E —, - k I k� � '� J, f �� -�uec- �_ _ - II� '� `,_ �' � � r, _ � i� =G REMOV€ TE6fi?ORAfB�I� , ' � I- :- METRO Ct4FT '` J � METRO STATION $+01 ' NEW 8" SANITARY i V SEWER METP.O ' ' � CONNETCTiON (BY OTHERS) t� 5 �� ;- iiJ��.'- WELLS 'AVE N PLAN ..�. -i E 1° _[0 i X-, � - -- I , �� _ ,' i �' z I n P. � ( t "�b � '7 � 18 � 19 t�,. ___� �.vF N 238 WELLS aVE N 236 WELLS'AVE iV 1 I ! REFERENCE NOTE: O1 RECONNECT EXISTING SEWER SERVICE TO NEW � 8° PVC SANITARY SEWER IN ACCORDANCE WITH w THE CITY OF RENTON STANDARD PLAN # BO 82, z � � j 2 Z _ DRAWING..# .BR. 3.5 . .. ......... .. ........... _ _ ............... J o = v`ncn m o N o�� v�� H O N (/1 ��. .-. Q W C _ O U ~ Q W Q I- W > o - ari�N �wrnrn wxo o` - Q I- W O = rn r z.9 40 ... �V� � z 'rn i- ff'.-+� ig.QON ppa�.. �n,n. - -�..� -- ..- ....... _ .. .. . ........... ..- -- -._. _...____.-- .._ -.... ;� N }� w c0 ��. N � �� ~� �, U .�N Nlar 3 p pmv tu) }� N ; ¢ 2 O � (�.� �� i') �:4J�v fDc m 0 � � N N ®N'.M.... � �� +�� z � zv+ ao } +N ,` �w°o ^�-. ��°oz �XdS;iNG GFLOE � ^ w +- � -wrl� �-Iww �� z z� r 35 zu�ir'- rrl�ao X �coo� d-d- _ w¢I��"ao® o��. s ,� -� _ ,� � � N w w z X21 - .. .. .... ... .. ... ---- ... -... .... ... -... .... - -... ..... ... .JJ �_ Q Q0. 3.¢I�� ¢�.?i NN / w= ,r, ff w W cn.� z cn�w v��z rn - - r. �(Fii � � W z v~i�� PRQPOS� GaiADE �� .. 0. ... � o � ^: - 30 0.34% � f� ' 1 EXIST VET 0.46% .- -0 2009,' NP S � �1 - -- �' -- - -- -- - — - - - -- -- - - - -j � -- - -- — - -- - -- - -- - -- �� L -ly V Y _..._ ____ _____ r __ ___ ___ _____ i I ____ I __ _ ___ ' - I II I ; y - 25 NEW $° PYC SANITARY I _ _ _ � ' S . _. L- .. { NEW 8" PVC SANITARY -S €WER SEWER 150 LF � 0.4% ! 2 ' � 260 LF ®0.40% PLUG ABANDOJrIED co � NEW 12' SD ' � J � J � � PiFES � � � y(T LF ®21 - - - � + �n � F-- . (BY OTHERS � J � � � � � � : � � 20 3uMi 3� __ 3 °m 30 3� 3 °m ao.: ,o _ ...rw� �:.. TO STA 7=F93) ,� � c� .a _ie _�a� .. .. :ti .;.5 N -.- M... 0 W W W W w W �i � '� O N 2 + + + + + + ¢p o I 30 30 3.r" 3u� 3rn 3rn �r� 3ao 30, 3 3 N � N o N � � � � co � � w + :w + � ci � NEW 8" PVC SANITARY w w, w w w w w + w + 0 0 0 o W w - - � (BY OTHERS) -¢ -¢ -¢ -� �� O' �4' �o �o � cn to rn to � to to ul Vi en ��I w w w w w w V1 (n tnN to N. U3 (n NiN tnN OF O� >QlW z� ... .. ... .�F QF QF a�f^ Q� 6� �� OF OF 0� �F ¢ ¢ ¢ ¢ ¢ ¢ � SEWER CONNECTION — 6 + i . � � ��0 �� kiC .- . � 10 +00 PROFILE �,_ ;, - ��• r HAMMOND, COLLIER &WADE - CITY OF ° - �' ( LIVINGSTONE ASSOC., INC. � DEPARTMENT OF uro =_.orvE WA" N CENTRAL RENTON S CITY OF RENTON METRO CONNECTION CITY OF RENTON S`cAP.:, xA eaioa -aoea PROJECT PRO,�CT BY OTHERS PROJECT � -05 ¶� (zcs7 s3z -zaes scw_c ALLEY BETWEEN F ___- _ ___ _ -_ -_ -. ron�a can ROLL 157 133 C` G . - - c � _ �-. i E- gfR t � ,�� F WASH �Sh FSS��IJAL EHG EXGIRE$ 3 /PS/ �.. w w N N 0 u� t O Q N w Z v Q BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 wwp- =' -asi7 . ,. j REMOVE AND REPLACE SPEED BUMP AND STREET - SIGNS 6 I 36 REMOVE EXIST - f�1H z ¢� ems% a =` k- I �, a � z I i - -- - - - -- -- C'L'J �` �- rc•'.. I �.' ' � \\ ` 1 L -a)aV` yam- F=AD 1 v <_ � r. cTq � � -�� 1 I! � ---- -- II NEw'S4' � MH �;. -3J 20 I 224 WELLS a'JE P: z °�- �w J + W S ° 2......... U � N w Q H W O ��N l z PELLY AVE N - �. - -- `;�;r� >; Ca'E'Ai' �L" S' -D!RM 'Dl�blA`il NE�t �" CB TYNE 2 4�'c"�*'N�v AtD Ct3VEP, z i v,r , _ - __� - � '� REMOVE -,AND REPLACE �J I o un _� EXfST9NG; ALLEY PAVEMENT NEPf CONCRETE CTRSVILIVIIAYS i � MATCH EXIST. a AND SIDE44'ABJGS PEO1IDIREO ' ,-, DRIVEWAY SAWCP.DT EX[STIIFIG F'AVEIIf!E4vT � � 36 f SAWCUT STREET � i � PAVEMENT AND I 36 � i PATCH 1 4 all f � 8 � > ; ill I j 36 36 REFERENCE NOTE: �� 23 24 k �' 25 2� I � G 1 RECONNECT EXISI7NG SEWER SERVICE TO NEW Z i � >.. r.� _o cV ^^ � H + � Z U7 m + m STA 14+20 � = d':...` �." � 'E aE_�S ^.- r -� 2 L .h�L� S �:'r= '� 20� mrE__s >�� '� NEW 54" 0 MH #C -4 w Z ', MATCH EXIST, i - / c3709.50 r DRIVEWAY N '� � I STA 14 +58 W .. - NEW CB TYPEf � WELLS AVE N � � o o� �:v�tlG. J -� i- W m o! ....- — o d. o (J 1 Q w °i - � - c� � e7 � r j �{ H � M F— Q W N d D!, Z i �� N� HUH` rn W QF'-W �.y Z I � 90 3�� nao ^N o � n � - - - REMOVE -,AND REPLACE �J I o un _� EXfST9NG; ALLEY PAVEMENT NEPf CONCRETE CTRSVILIVIIAYS i � MATCH EXIST. a AND SIDE44'ABJGS PEO1IDIREO ' ,-, DRIVEWAY SAWCP.DT EX[STIIFIG F'AVEIIf!E4vT � � 36 f SAWCUT STREET � i � PAVEMENT AND I 36 � i PATCH 1 4 all f � 8 w0 � > ; ill I j 36 36 REFERENCE NOTE: �_�� ..� ..� Z l� `ii 23 24 k �' 25 2� I (� G 1 RECONNECT EXISI7NG SEWER SERVICE TO NEW << i � >.. r.� = Z -„�., =ND MGN. ^^ � H + � Z U7 m + m 8" PVC SANITARY SEWER IN ACCORDANCE WITH = d':...` �." � 'E aE_�S ^.- r -� 2 L .h�L� S �:'r= '� 20� mrE__s >�� '� 2C6 �. �s �,_ �. LAG xi�_�y �._ .. � � N35� i6 112 WELLS A'vE N THE CITY OF RENTON STANDARD PLAN # BO 82, -- � - � � a� � � � Q s N / c3709.50 r _55 ..�X, DRAWING � BR 35. LJd7a- �?WW... PLAN .... .. - - sc�LE �- = 2:�` WELLS AVE N 35 zoo ow -� i- W m o! ....- — o o (J _ w °i - � - c� � e7 � r j �{ c � M F— Q W d D!, Z i �� N� HUH` rn =F QF'-W �.y ��. rnrn i �, ;n co �-� z -a 90 3�� nao ^N o � n � WJ � �cn(n w0 � > ��' cow !�„� N N ° _ �_�� ..� ..� Z l� `ii J�o ..NN. _....rte -- J � N Of �-- if3 M (� O -� 2 IfJ I� �� i � >.. r.� = Z -„�., ®+ � wv� ^^ � H + � Z U7 m + m ° N � � ;,.�- _ PROPOSED GRADE „ �� 3 a � � a� � � � Q s N _55 ..�X, LJd7a- �?WW... .... .. - - f/fa'4itd �Zmfn�.W.W.... ...�.��.W ........... . ..... 35 0.46% �i'S irk g° � �.y � __ , T 3 - -- � - -- `- ` - -- -- - - -- -- - -- -- -- -- -- - -I�,- - - --- - -- - - --- -r- - - - - -- u I u NEW 8' PVC SANITARY SEWER 43 LF ®2% 25 NEW 8° PVC SANIInRY SEWER I 270 -LF �.0.40T I � W 8 " -PVG SAN. -.. ; _.. __. NE - 25 i 00 !X ®0:40% i ll f (cc `O ,°n N � SEW. 80 LF ®0.40% /.J o -� I �¢: � I- H d' J }- F- II' J F- F- � J - � J H 4Y I- H d' J f F d' J H R-- L4' J 0 + d w" F H I � d- + O . �'� 20 u� n _ 3�.3n u� n 3N �N rn � �� ,.-. w+ .N � W+ .�..� � � w+ W+ _v �- 3. W+ W+ - � 3 w+ w+ r7 - r u� rn �'i, � d-tn �n -- co- rn rn � "� "ink 3 N +'� � wd+. 20 w+ w+ Vl °_ (n _° w+ w+ f/1 �_ Nom_ w+ w+ Nom_ Nom_ (/1N NN NN N� (!1_ fn �"� 8!!_ UT r`T a H N7 QOmw� M �'M �M F- K] �� W Q W Q � � D F WQ W Q fl� � � W Q WQ D F OF WQ - Or WQ OF WQ WQ - Or O tilQ W,� � �� w!Q WQ Q4� O� � � Q. � QM °M SUM WQ wa i-IJ d J �F � I- (n N N N !n Vl !n N (n fA UJ fn (ll Ui in. fn VI fn fn (n to N N UI� f%I U1 J > w - J O _..1 W Ini W w W > m W (n fn � fn ,13_00. 15 +00 PROFILE HAMMOND, COLLIER &WADE — G��. -E '� = z= - LIVINGSTONE ASSOC., WC. �` a � _ e _ _ � � E � � c �O L L 157 134 S —Ci513 S- OS /32E E g�R C wA G � N� of sy p C:"'�fC1 aSfE" �"�' �SS�QVAL ENG s � /zs/ BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 WWP - i % -0r/,r '7: Lil in ta.1 Z 3 I- Q Zfl� flw +L = 13 Ln iJ) � I, Li :2 n in REWO" * AND REPLACE EXIS iiNG JA :EY 'PAVEMENT M NEW 8' SANITARY SEVs ' AREA OF PROBABLE BURIED POWER, TEL_, AND CABLE TV CONDUIT v r- -P r- RL EJI_Ottti I _ 2 ,I 'I REMOVE AND REPLACE SPEED BUMP & STREET I SIGNS 3s 9 7-'u 3; 39 E" / may. -7 4L - L / G.9 2' - t P_ELLY AVE N / 32' 1/ ;r V P tr 3498 27- _ & N "0° ' "�rz��r✓ 35'I °' f � . _„7a ;5_ -i2 Z E 32 7_ A & _ WE VE N PLAN ¢o O g I O `O c" z — X eesp,o^ _ —EX +AE U�n''�� Z z PROPOSED GRADE Ld w F!� x < z U i ROLL 157 135�- 350 0" REMOVE EXISTING MANHOLE STA 17 +03 NEW 54° 0 MH #C -5 45 40 35 ....... 30 25 "3+00 00 REFERENCE NOTE: O1 RECONNECT EXISTING SEWER SERVICE TO NEW 8' PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. C/- 6S /;'1 E- DER wasycS �N 1 08 cr eSsl L cs a /zs Tm 35 - O.$5% .. ..... _ �XIS_ING S" VGP _ SAN,TARY SEVER —, _ ------------- 'L-------- ---- -- --- --- — -- --- ------ 30 -------------------.-_------- - __------ - NEW 8' PVC SANITARY SEWER m �� Y 203 LF ® 0.40% wo�o� �< ol< flroF u r Ea V) V) N V) fn V) U) V) u) {n (n V) - V) > w 15 +fr, 16+00 3_0C PROFILE SCALE 1" - 20' U i ROLL 157 135�- 350 0" REMOVE EXISTING MANHOLE STA 17 +03 NEW 54° 0 MH #C -5 45 40 35 ....... 30 25 "3+00 00 REFERENCE NOTE: O1 RECONNECT EXISTING SEWER SERVICE TO NEW 8' PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. C/- 6S /;'1 E- DER wasycS �N 1 08 cr eSsl L cs a /zs Tm Mnry p � 1 CONNECT NEW 8"' SANITARY SEWER I, TO EXISTING MH, RE- CHANNEL MH AS REO IRED. LLJ n t W PLUG ABAND. _ ` ;\ f3_ SEWER I STA ? . 35 ;-5- sf)wH� UGI - -- �I,'jM O Q ;I^ z 36 36 SAWCUT STREET z n PAVEMENT & PATCH SCHEDULE B EX. 24" N SANITARY SEWER REHABILITATION SEE SHEET 33 C S9ft6. -0? > Ln CITY MON # NEW C8 TYPE 1 TENCE LT CCj NC- PAD I r ~ FtN WARP ALLY PAVEMENT NEW CONIC. RIVEWAYS' cal CL GU TO NEW CB &SIDEWALKS REQ'D SAWCUT E.Y. PAVEMEINT �I PARK AVENUE NORTH .i3 WARP ALLEY PAVEMENT CIL GUTTER TO NEW CB STA 3+60 NEW 54' 00 UK r r REMO E & RE LACE F E 'D/F 5 ^ X ALLEY EY' " Ti � TTT7..T7_T ._ S li A 3+82 �— MEW TYPE I CB JYtJ �/v ✓ API—C-F u n,,l' 15 =tP A/F l 303 ?AR AVE N 4 3 REMOVE & REPLACE EX 6" SID REMOVE EX- CB OVER SANITARY SEWER BSMT 29.51 BSI/T 28.32 APARTMENT _ BLDG PIM1A 32.64 z IE 31.74' ZZ SD 4 "-Ij V L A, /RACE G 5/8" Y% /T/ -- - /� ► i - - - , UGP CL y� G -� — z�— — — E�� _ rrA LAN R i "1 - REMOVE EXISTING - i � iii i� P ODIES & RO E RI SHES a, 0 U'S�QVAL' 4e ,4 i STA 5+80 RECONNECT EXISTING SEWER SERVICE TO THE NEW B° SANITARY MANHOLE ?FSS NEW 54" 0 MH " REMOVE & REPLACE' - - - ' SPEED BUMP & z I V z J _ ✓� 11 " "G'v aR 3S PROFILE 4 }. STREET SIGNS NEW 8' SANITARY! SEWER co) a 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT - ' 4' CEDAR �. WA 98103 -8090 �2G67 632 -2664 ac,r.L ALLEY BE PARK AVE N &PELLY AVE N RECOMMENDED FOR APPROVAL 3941- 26.99 FENCE BSM 2° 02 4 1b 4 21 22 23 24 350 PELLY AvE N _;6 p _Y A ✓F N 340 PELLY AVE N 338 PEL °' tVE N 332 PIELH Y AVE N i 330 PELLY LVE N 1 325 � L_- - 322 - Y AVE N I 316 PEL(Y AVE N _- 308 PELLY AVE N I BENCH MARK CHiSLED SQUARE AT BACK OF WALK PELLY AVENUE NORTH AT NE QUADRANT INT. OF N. BROOKS AND FACTORY PLAN ELEV. 37.04 r ;LE 1 = 20' C U) O :n x O OOiD Z tO [O [V• Op . ...... . .. . ...... ...... .. ..... -.. -- .. - - -... - ... -... ..O.O ... -- -. W.. ..... .. W........z O Z rl O a P- m N O O r) 1(D S F Of O - fL + H 0 �- Ln w F- O O a Z a Cl f71 T - a' Ol m (6 co - CC C6 _ W w (O W �� N J .�\ ^�� ` U Zm Lip .. NN NN = ll� N.. N.N.Q. N.. ? 0 N .- -. ... .. -��n UJ-EL _' -. X : -... ...... ......:.. ....... a(O O.z.�. ..:O�m. .. ...Nm .. ..... k-1-� N i J ID O �WV) `nom O �� c> �I..- L'J'op�'� �J VI O ... . .. .. .. ...... .... Q �. H � � VI .� � W VI ~ O h Z\��Z O w C N L (i r] Ofi�.� W N Z IA W : 't +r7w - -+ (} + (} Q (n In + + L) Z` u) u Z'7 Lo 0 (D UJ - .� +r +.p +wl ,. C7 } Q).�.� aIC9 }j�-�w WOic - G. - M_ _ - _ _ : W o,:•), z�"")= a. a - ° --�� F. -,�.�: - wl wee _ t-r3�= _ >��_�' E' /,iSTIR:G PADE�� : �¢ mao :Q� ¢ W Z Q W ODNOJ W W �-I� WW �wW �G -' -... Z(l�W W -� N\7 mr'�7 cn 35 w' � _ _ , _. n �._._._ _ ~ oa .. v %L z v~i; r N ;o F'STRJr- RAD+ z. -- z� z -- j _ PROPOSED GRADE �+ ¢ ¢ r ¢ ..,w w w W ww� - a a < PROPOSED GRADE \ -.. 35 +.2993% 30 =1`- 8 VCP . - I �- -- - - - ............... . . ...... . 0 0 SAN- SEWER- -------------------------- - — — — — — — — — — - - — — — - -_ - -- - - - - -- - -- - — -- 25 _._tX. 12" CRr DRAIN ~ " PVC SAN S 5 NEW 8° PVC SAN SEW NEW 8' PVC SAN SEW _ _ . - NE $ V EW..... ^ 1 70 LF ®0.40% 2 220 LIr ®0.40% w w J . +O- L b' II'.. -- .... ... .. ... '.h +.. d' J J 2' SEWER N JM �00 wO wN r] W� '26 n �iN 3r) (O it, ^'p 6 �. wM- .- ... W Wq...... WP, . W0) ....... �Wp7 WSW �.. .. E'BE PLUG ABANDON. > SCHEDULE B EX 24' ¢ w�„� �n 3N 7iN m 3�co w+ + + +�< �� 0 3} w+ w+ w+ N4 w� w`r wO/w°1 rn� wMw� Q�pF WAgHG SANITARY SEWER w w W W N V U w w� v�vi anc~i� vtin snln _ . a d v n n +V Ld< Ld< L i +cap �c+o�� REHABILITATION ¢ N u) SEE SHEET 33 U a �. w v~i In o N W N w F ¢ -. a ¢ ¢ 1` ¢ F - 3 o o��- Q o f a o F o ¢ 10 o 0 ¢ ¢ ¢ ¢ ¢ F F- I- 1- +.' F- W W WIII W W W W W W n < .... rD Q ¢ ¢ ¢ ¢ = ¢ ¢ ¢ ¢ - ¢ ¢ Y - J rAt valcn �Irn rn N rn rn r cn to rn rn rn v) rn u) rn v~i in v~i L� J M ....(n In U)U) (O (n tl �>flLL - . -. -... Ul t�) ... .. ... .. .... .. ... .. ..........min.....- ..--- ....(n r) r) +00 . -OG 3 +00 c- G 5 +00 6 +CO �clsFa /_, W d N z If) =mow V) 4 � ELI w V) IE 27.1 E 27.85 E 28.05 IE 28.25 REFERENCE NOTE a, 0 U'S�QVAL' RECONNECT EXISTING SEWER SERVICE TO THE NEW B° SANITARY SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD - PAN y 130 79, DRAWING y BR 33 AND STANDARD PLAN y 30 82, HAMMOND, COLLIER & WADE— CITY OF RENTON _ ✓� 11 " "G'v aR 3S PROFILE LIVINGSTONE ASSOC -, INC. \ DEPARTMENT OF PUBLIC WORKS - _ 25' 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT - ' S— 051 Zp J �. WA 98103 -8090 �2G67 632 -2664 ac,r.L ALLEY BE PARK AVE N &PELLY AVE N RECOMMENDED FOR APPROVAL FROM NORTH 4TH STREET TO STA 6 +50 ol �Z�-9f _ t DEStGNE ^u: REB DATE: 6/26/95 RILE NAME: Rte, a .zz- oRaevN: DPH IN'WP�Z�� S�Z,v ,, _ -- aA . I �rECKrr: scALE: AS NOTED FlD.o eaoK: e G37 .ErtCN Ev o-PPR. DATE APPROVED: SHEET: 11 OF: 1 wo Z Lr) LLJ � W hv- 1- C7 Q W W N APAR1 -VENT BLDG REMOVE & EX. ALLEY I PARK AVENUE NORTH , NN. 1 i- 1 yan (;,t, \,. `a �-DO l Y _ h 30-74 - _ O c �rrR � r � i =PLACE z \ MENT 5 CL DAR! CL iE %&S 28.17 �c �', v' A !t' zC� v z STA 7 +90 NEW TYPE I CB I i- 773 '= �✓ F /E Id 1 22, "AR/ A /= N 217 PARK AVF N W O M Z O + CV Lj :17 _W 4 / Q PAF l W 1�.L_/.LC111 Cn 'CAB �G FA, NO'l,i :ANC. D�i— I-a NEW TYPE I CB .,�,34GFR�GE� SIDE GRAVELGOP+[4.', (SEWER„ D 4" DW !c7 �FRKI�i�1C N I( A ei -- J GP p o _ G 4' - STA 7 +25 L s _ _ s' NEW 54" 0 MH CdNG r . STA 7 +93 �P wcL ,L Oi ir- 3 z { n , — C DF,R` _t DW ELLI z , NEW, ETRO i �— v DI! ®:� / �GRL� ='�I - / r z �� 4d o w ( 3' 'FJIRE CONNECTION E lr_ �� STA 10 +25 1 - SD 4 "' - _ �y , (BY OTHERS)/" i — z NEW 54" 0 MH '� REMOVE EX. ) -NGE C � rn �� - P cybPoT / REDAOVE & REPLACE - _4 v MANHOLE I °3' CEDAR ' R:V S - 3I - asp _ y J _ Ji / �GK EX_ ALLEYI'PAVEMENT� _ ' REMOVE & REPLACE GARAGE I IFcNGE� /' L6D - c l =� E ✓ 35 N - = �L �� S. V i _ SPEED BUMS,. & cY TRAF�!C S!GIS B 7i7iiiiii/' > G 3g NEWFB" SANITARY SEWER CITY OF RENTON METRO CONNECTION CI T X OF RENTON PROJECT,i PROJECT BY OTHERS J PROJECT j 2D IDLDG 20 Ii a 14 C 7 a 20 2i 22 % C? 5 n _ I - - fff 00 07 N' 3RD ST 38 �E _ AVE c, / 25d ELF ': N 2 0 PELLY -111E r� t c v D� 0 2.,� ciiY A�i� .� � �f - NO HOUSE � 300 PELLY , 23 GL_ ear -�_L 0 S� � i 228 PELLY LY AVE N AVE bL N I _� V,- 220 PELLY t N 21Fi PELLY AVE N _ . i� acs 4 i p,:kE IFa - o� s MUE TC- F/1M @LY BENCH MARK `�I C, M NEW METRO SANITARY ANISEED SQUARE IN BACK OF WALK PELLY AVENUE NORTH PLAN IN ?. AT NE QUADRANT OF N. BROOKS 3- S -ALE r, = 2G' AND FACTORY m � > i, ELEV. 37.04 w Q c z w m z3 Z, o u a ° _ M w Li o ¢ I� o _ v >- o. - _. Sao........_.. �caoro W O �........... � co � � O Tn tr O N Z O - ... - cG Y- a- - - - to - � k .. � .. `� a-. 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V i _ SPEED BUMS,. & cY TRAF�!C S!GIS B 7i7iiiiii/' > G 3g NEWFB" SANITARY SEWER CITY OF RENTON METRO CONNECTION CI T X OF RENTON PROJECT,i PROJECT BY OTHERS J PROJECT j 2D IDLDG 20 Ii a 14 C 7 a 20 2i 22 % C? 5 n _ I - - fff 00 07 N' 3RD ST 38 �E _ AVE c, / 25d ELF ': N 2 0 PELLY -111E r� t c v D� 0 2.,� ciiY A�i� .� � �f - NO HOUSE � 300 PELLY , 23 GL_ ear -�_L 0 S� � i 228 PELLY LY AVE N AVE bL N I _� V,- 220 PELLY t N 21Fi PELLY AVE N _ . i� acs 4 i p,:kE IFa - o� s MUE TC- F/1M @LY BENCH MARK `�I C, M NEW METRO SANITARY ANISEED SQUARE IN BACK OF WALK PELLY AVENUE NORTH PLAN IN ?. AT NE QUADRANT OF N. BROOKS 3- S -ALE r, = 2G' AND FACTORY m � > i, ELEV. 37.04 w Q c z w m z3 Z, o u a ° _ M w Li o ¢ I� o _ v >- o. - _. Sao........_.. �caoro W O �........... � co � � O Tn tr O N Z O - ... - cG Y- a- - - - to - � k .. � .. `� a-. 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Y PA : ^, � , _.�_ f ____ � ST�k 19 -r5+Il' � ` ' ',�- � � REMOVE k REPgACE %` � . � i l: ail EX. ALLE VE4AENT � NEW' S4° 6 IUF% �i9 -5 � � �y`� tr� � � __�� I��r:RlLL NE'Yd �� ti`'6 �- - -LCT. i i ' � PROBABLE LOCATION OF BURIED i 4� � ,. , .. u - � / ' � _._ ` �' POWER, TEL. AMD CABLE TV 8 � `9 t0 � / / CONDUIT I �? .__.. � -,'E `� �i -.� °ELY Ai/� N '� 1'D�8 PLL� �.� _. 1.3L vR 04 �z��T ,-. � �� `%rte ei i5�i 6T �� i �� 4 � BENCH MARK w � CHISLED SQUARE AT BACK OF WALK ea9rn. ^� o PLAN AT NE QUADRANT INT. OF N. BROOKS CITY OF RENTON STANDARD PLAN #BO 78, �r; r ucrr g ��•_� ,., _ ��;• AND FACTORY i DRAWING # BR -39. PELLY AVENUE NORTi -i ELEV. 37.04 � � � �d�.._ -'35 � � L!. Z ifl -- u:� � �i � � � _ COW }" >` r.. � tl> __ - - � � 3� �' ifJ LD C, = - 30 Q � N � � � _ - � iil Q ='fA[O �� }cflZ� � f. � r _� - t 30 LJ =� �j aD tO �� V`'.� '-- N rn ct5 r 3: Q � LG W - il'f. 'L. � � � Z to f/J�Ww .- I Uli S. -�'= ".. =. :. I _ �wwlD �s7.0! /J � ,� '� "'s ��`'� N 3zr� Iz w � ©INSTALL NEW SIDE SEWER IN ACCORDANCE WITH ea9rn. ^� o CITY OF RENTON STANDARD PLAN #BO 78, �r; r ucrr g Z i DRAWING # BR -39. PELLY AVENUE NORTi -i -�. 2 �r � � � �d�.._ -'35 PROPOSED gtADE _LNC ., �i4NQ I'F'4� � �,. �i � � M m � in Z d r; 30 a NEW 8 i?VC SANiTARY.SEWER.._._. - 70 30 U � � -� N rn ct5 r - c0 cL1 r� �.. , � _ ._ � ,l_u � � � I-� (/1 � - r7 "5 �I �C' M MMJ r'1 N3 ��O - Q =OO M UI� Xr7 W[O � �fl� � -m np cOZ2� i �� 0:,1 Z.:. � n _ w O� O� e - �B�Mc n v O >O_r•7_ n� HNr'7 N. �:NS'7 .i N_� r �- Q w�-F� m � QI CO � _ fn 4 CO VF 4 -� [6 � 06 wQ wQ _ Z ill (n � W w. � N� Z W XI-�� - W (n CC U U X !-t 4/➢ fF' W w IJ F- �- .. ...... .. ..... ....I..... t- ... ......�.. I- G T' '� ..... Q v ROLL 157 I 139 E BfR ��S pF 'NRSy CS �6 � 2i,� � �_ _�, I a�R� 3�>s,� I � � +.4559% �� ': 35 i � -�. 2 �r � � � �d�.._ -'35 PROPOSED gtADE _LNC ., �i4NQ I'F'4� � 30 NEW 8 i?VC SANiTARY.SEWER.._._. - 30 L � � 295 iF � 0.4D% � r � =g. � , � _ ._ � ,l_u J � w _� no � ., e� cv n o � n ro c� rn N s' m cO r` r r r m ao m m rn �- cwn rn a rn + :Q _,,. w.Q wQ wQ wQ _n wQ wQ wa - ¢ a a '.'a ¢ - !,_ 41Q N� . `v F- �- F- F- �1- F- }- t- F- f- F I- G T' '� I -: F _ � Q v rn to to vl vi � vi to to to ill vi to sn cn to vl vl � ul N rn �, � � � w yr i� 7 +00 18 +00 . � - .. 20 +00 PROFlLE REFERENCE NOTE -�� `� __ 2�• � HAMMOND, COLLIER &WADE— � AFCOn ✓rdlc rl,c ;rweu s� r�r >o � � r� vv a" EwEa rsa cco>��ar,a � ✓: n+c c; o rzEVron� >.ualraR� sraNOarzr LiViNGSTONE ASSOC., INC��'�� nEPa PdAN ,¢ BG '9, 9f7A✓✓iNG g BN 33 ANO STANGRRJ PLAN ,§� BO 82, DRAV /lNG g' Br? 35. woo 570NEwAr N- �� --,� CENTRA S - ®�J73 5ra:l�nfiyNF��g FFaBpao - arv_r. AI I FY R ROLL 157 I 139 E BfR ��S pF 'NRSy CS �6 � 2i,� � �_ _�, I a�R� 3�>s,� I � _// GARDEN AVENUE N wdc0 Zo- W U Q m F- F- Ld � W yr PLUG ABAND. 10' JF SAN SEW TO EAST 1 PATGw EX. FR CONNECT NEW 8'I � �, � AC PAVEMENT 3 3 REMO F- REPLACE 36 SANITARY SEWER a, vR�SS AS DL SCE & GATES ;' GC G/ STA 2 +30 9° I.NG TO EXIST. MH ._ LN CONC. DRIVEWAYS NEW S4' 0 MH JE -9 � REPLACE v DEWALK AS REO0 PPO+ prD ED II ®® REMOVE EX. M� DAMAGED W * - 7 CURB PLUG ABANDONEDf UT EX. PA VEfiIIENT cEvp ? � ( h SAddS? 1 � +rx� . > >rS a .� ®ir 0 `��.»��NE'Si( Pi' SANII`IAPY �GIEPr3 v. � r � � e _ - _ OhJC. C tGr i y SHED PLUG ABAND. SEWER L PLUG ABANDONED -' Z I = 8 SANITARY �� ry / ,- r C 1 �, - I ,. .,_� ACTIVE SS TAP -- : -�/ NOTE: ;SAViCUT STREET =tiG � CONTRACTOR TO RECONNECT PAVEMENT & PATCH � 4 F` C. � MARKET ALL ACTIVE SIDE SEWERS FROM BUILDING 36 !35 ARNOLD'S MARKET. INACTIVE � REMOVE MANHOLE � BSMT 28_71 yy � STUBS SHALL NOT BE REPLACED. s c RV 72.28 7' (N &-'O 20.37 SCHEDULE B EX 24' 1, ii SAN SEW REHABILITATION �m �` I SEE SHEET 33` 7 6 Ic BENCH MARK �so©zo' �SC �aRe r: 346 Y +� /: .'E 1; C "vi�E 38 ARV 5',Cr�u 2 r- R�' "yT fl - "Rh AT .`�i { 326 PP,P.K AVE N ARNOLD'S r azzs �s cr rr-n+�rcy 'i MARKET CHISLED SQUARE AT BACK OF WALK — - AT NE RANT INT. OF N. BROOKS AND FACTORY PARK AVENUE N ELEV. 37.04 PLAN U7 _ F- '.� L. W _. n m OQ ten. aiN ria ti Z : ul aA - OCr �n J +� c, a Z ^ r x �y C) C)4� �� _ OIN z� cV �' Q' OZ`^ a' C �' - d' �" NN = W 7 x S tis0 '� C w� a�3 M7= a w[O M N b..- wrn - -Z i-- -�� -- Q V3 W r< < �< a3 3T 3m 3 LL �mm 3r) m r 3r 3ao- ,o_ _ w V IL�� \ ��x ff J -L - - cn � f11+ !!D} z E -- �N N :7 -�� N fi �{ (~iJ��OD aO W - / J �(7 d' d- XQ� (ll W r Q W Q Q �a in!'� �Q OQ W (rte W W 35 v� m sn v� - r W, in - - -. .1......En m. .... ..... m cn - 35 o _ _ I I t 5--OS1334 3 30 25 _ _ } NEW 8 PVC SANITARY SEWER :. .............. - - 290 flF 0.46% _ ............J . - G �F 2c p � } � � PLUG ABANDONED % w ^ w m NEW PVC SANITARY SEVIER 2- m PLUG ABAND. „�4 F SEWER 8 SANITARY SEWER 3 m 3 co �F of 00 2-f 00 a- -uwi't -amt . sS /ON L G SCHEDULE B EX. 24° J w a W< 3 26 SANITARY SEWER 01-- 0 r REHABILITATION SEE a-) U) m REFERENCE NOTE SHEET 33 c HAMMOND, COLLIER & WADE— CITY OF RENTON ORECONNECT E/IST/NG SE ✓. "tR S+ ✓iCE TO THE NEW 8" SANITARY PROFILE LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS - SEWER IIaN A ACCORDANCE W7H HE clTr of RENTON sTANDARO SSA, = 2C° _ 4mc s orvewav ti. CENTRAL RENTON SEWER REPLACEMENT PLAN ,f BO 79, DRAWING j/ 8R 33 AND STANDARD PI AN # BO 82, - SEa:,�. wa 4e'D: -&a3c DRAWING J/ BR 35. _ ! S -0513 (tae) 632-z664 aura ALLEY BETWEEN GARDEN & PARK RtpO�ENDW FOR APPR13VAL FROM N 41H ST TO STA S +CO O ABANDONED SIDE SEWER SER ✓'CE - r T � 14wwp -607 -OS77 L.1 0 U4) V"L, Zo- k A N' -1 +'_ U-) W uM <m L'i �_ tn Lo LAJ LAj to AC PA%,F V! N I III STA 5+20 PA %T M E N 7 NEW 54 0 MH# E,2 lI FIELD Lcrl NIEW SUIRTACE CLEANOl Rf_%7' ^u�N STAN'DARD I-_ GARDEN AVENUE N *W uj u CONTRACTOR TO RECONNECT ALL ACTIVE SIDE of SEWERS TO #11200 N_ 3RD ST. INACTIVE N' 3RD STREET STUBS SOALL NOT BE REPLACED. QJ 4' SS REHABILITAT0% CLEAN & FUUSH EXIS T ING- Tl MH REMDVE EX 01 SANIT WER ARY SE P�PE_ C" CUT ROOT & TV INSPECT PWG ABANDONED TO REAR OF #303 GARDEN SEWER PIPE AWE N_ APPROX 200 LF REMOVE EX. MH & 2' CA - PLUG ABANDONED Ln 4 SE*FR PIPE n v. yj S- s '-;� �' A NLWj?5 `IAN. '�ll 11 _STA 6+,02 _ STA 7+25 X: INCNEW 54- 0 11 E-3 \I NEW 5e 0 MHO E -5 N ARK E ASEVEN_ STA 6+44 PATCH EXIST. BUILDING REMOVE & REPLACE NEW 54- ID MH# E-4 'AC PAVEMENT zI RE A R iNG LOT EX_ FENCE & GATES STA 7+49 NEW TYPE 11 CB 6 (BY OTHERS) NOTE: 14- CONTRACTOR TO REC�NNECT ALL ACTIVE SIDE SEWERS TO CITY OF RENTON ARNOLD'S MARKET. IN'CTIVE PROJECT STUBS SHALL NOT BE�R REPLACED BENCH MARK 5 I ARNOLD'S V Z�f\E_ CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS NEW 42" METRO AND FACTORY SANITARY SEWER ELEV. 37.04 (BY OTHERS) Li 0 0 Zo- CITY OF RENTON -t _j M PROJECT UJ 'j uj 0 UJ 0 C) < mg- � a- c� a- , 00 V) U), (p 1-- C%j to uj to (6 o zv=4:� UJ6 w Z:� _H �" C, C,j N C'j x _j _j C-4 _j -H cli 'o __ < 0 cq - <='t r' — 2 �� 2 0 �' � C! U) + + + O "j + osnry- - 40 Slon- > Go 0 - . t 3:2 < m co 00 3:z, CIO M 3:_ <,0000 Li It �_ L� It :7 ` ;2� �� " �- '< :� 19 Lo "t P3 z In (n RE LLJ Ld z . -.Ifr L, L, Z' L'o Y) _w r�f f_' u: Ef z Lo V) w I I w 0 r, 0 L, Lj CJ 4 , < 2: < :E U3 La Ld V) • S T DE N, {A7 -}91 VE71RO WILL INSTALL NEW TYPE 11 CB ( 2 " 'J, ' I (BY OTHERS ST X #123- '/2 STA 7+95 nEw m0 C /oNECTION MH P 10 00 5 0077'07- W r k 1:_1 z Iv A GA%S11 -5' CE L)�, Z 4iEW CGI DRIVE EWA A & S DEWAII REOl NEW R- �AKIITAPV I Gp sl- SAWCUT EX_ PAVEMENT SEWER & REP�ACE EX. ALLEY FY PA MENT (By G71fHERS➢ `SS r 1- �- � P C- 7 2 /1 7 -7- 1 7 A CITY OF RENTON Z ii 0 25", C) 240 PARK A/E N 236 PARK AVE N Ld PARK AVENUE N Ld Gml =co 35 PLAN METRO INECTION PROJECT BY OTHERS I w 0 r, 0 L, Lj CJ 4 , < 2: < :E U3 La Ld V) • S T DE N, {A7 -}91 VE71RO WILL INSTALL NEW TYPE 11 CB ( 2 " 'J, ' I (BY OTHERS ST X #123- '/2 STA 7+95 nEw m0 C /oNECTION MH P 10 00 5 0077'07- W r k 1:_1 z Iv A GA%S11 -5' CE L)�, Z 4iEW CGI DRIVE EWA A & S DEWAII REOl NEW R- �AKIITAPV I Gp sl- SAWCUT EX_ PAVEMENT SEWER & REP�ACE EX. ALLEY FY PA MENT (By G71fHERS➢ `SS r 1- �- � P C- 7 2 /1 7 -7- 1 7 A CITY OF RENTON 35 10 25", 21-8 ?I!Rk AVE N 240 PARK A/E N 236 PARK AVE N PARK AVENUE N CLBL= 232 PARK A,FL N 35 PLAN SCALF = 20' METRO CONNECTION CITY OF R LLI 0 r- PROJECT BY OTHERS T PROJECT 0 :Z 0 - D + b 0 Lj z CJ < C) _c%j 0 F- 0 -co(o c� cl� . ........... ...... . F_ < __j U) U) C-4 ujw m Ic z �;o > co R�E 04 Cq 0 0 jr > Ld U) LLJ U) g-T th GRADE + + Mor-10- 30u) ..... .: --- - ............ ............................... 40 3:>- < OD 03 cur < < - C4 z n,z U) U) m Z_ EXISTING GRADE 35 _-------------------------- 35 VPROPOSED GRADE 30 ... .. .. ... EX_ 8' vCP ...... -- --- -- ---------- .............. 30 PLUG ABANDONED 8" SS SAN SEWER ------ -- - NEW 8" PVC SANITARY SEWER E_ BE -------- -- NEW 8" PVC SANiTAR1f SEWER NEW 8- PVC SAN SEW NEW 8- PVC SAN SEW _x- a" vcp 5 LF @ 0.40% y/ 25 82 LF @ 0.40% 431LF 0 0-.40% LF @ 0.40%: 0 SAN. S7AFP ...... o 25 omQS J ABANDONED S\/PLUG 8" S CONNECTION + uj U-) Of uj �t NEW 12" 5D (B 0- 'SRS cr of Ir lh of af w O� LJJ U) + _j 43 LF 0 5.537.- C-i n C-19 bi 6; 't C) 3: W cj to W 3r co mt 00 uj r� 3: W) W cn V) < Of F_ It 17M 10 Lo w'o + of (BY OTHERS) co 3D + In + W cno + W In + La v),p + Ld (n + En w + W.+ (A W+ UJ u) v) + Ld cn + v) , g CNAL EN uj 0 < V r- � ........ . Co. -6[ 1 + 3:1- +0 co cc 'D 03 C� 0) cn L, 5+00 in cn 6+00 LD i- uj 'o 7+00 + u') 'llit to (o 1� C) E" < ul 0 < 9� 00 Ld 9 < La C) < bj 911- < UJ < C" < LLJ<'> 10+00 EKES 3izs REFERENCE NOTE V) fD + + < Iq < t guin 55v; In Z 61- U) min �_ cn �- cn in-un �_ (n V) F- Fn1u) V)Icn F_ Fn1u) F_ (D - ON LCI EXISTING SfWF11 N uj cn 1 'n 0 [L < HAMMOND, COLLIER & WADE- CITY OF RENTON SEWER MAIN IN ACCORDANCE WITI, -P,7�', S7 ASDARL) i�l _j j _j > in l'i LI%ANGSTONE ASSOC., INC DEPARTMENT OF PUBLIC WORK PLAN # 80 79, DRAWING # DR Jj A'vD S 7ANOA-D 1 AI, # 60 82, NEW 4P METRO SANITARY SEWER e DRAWING # BR 35. S -010 STO EINAY N CENTRAL RENTON SEWER REPLACEMENT WHERE MIN. 72- CLEARANCE CANNOT BE MAINTAISIEb PRO/,FF PROFILE IE 21.87 S-0513 96'03 -36 6 (206) 632-2664 I flew-L ALLEY BETWEEN GARDEN & PARK FTHIFOAM PAD BETWEEN PIPES 5.:�-LF 5 = 20' RECOMMENDED FOR APPROVAL FROM STA 5+00 TO STA 10+00 CONNECT EXIST, 6" SEWER TO NEW R" SEWER VA!11 5' P 2-7 ff- DEsil REB DATE: 6/26/95 FILE NAME: wwio --o PL ;n qD k' cp�wl DPH I SCALE I'S NOTED n eaaK Pa ROLL 157 141, 24X BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 wwp W0kD Z O '-' Q,,, L to a -01IIIIIIIIIIIIIE -lz/� � . , ...., - % x _ ... 7 r REMOVE REPLACE 8 MS AL Ri'EVtJi(R 5 EX ALLE PAVEMENT 36 : AT t OUT I A o ALLEY STA a0 +85 REMOVE & REPLACE -- �NE'W 54' 0 MH #E—S � R /w, M11A$dGil'' FOR � EXIST. 8" SD & CB'S 1 H ?S RECt;3N PRUCTI ED x AS REQUIRED P o 516E 5E M c--D" r r O PI e T2 GARDEN AVENUE N 04:5`_ 00 U) V 3MST 32.00 s (J it GRASS @t_ ROA 35.84 E 18" (S) 29.32 Ss a" PK _.0 \.a 35az 7s 1 Dr - �' - Z r 439938 . / n .RAC 4 Ali F �1 �v 35ve �c � �� " ..; � <,,:�y: # F C rP S� tER CO C. 'A V � �4SSv V i i Vi i i i i zr-- L i� r= /f `�0`�Cr�`' -F =�.,rr a..� I'� L /I Ft:`A 5.� 9 �. - � Q o PO' /a R IE 3..5 n DROP x i i STA 13 +83.45 z I -- / NEW 54" 0 MH hE-7 0 _ - � � B`LDG -- '' "'�'� AREA OF PROBABLE /i (BURIED TELEPHONE 7 i ml N �N % 0 5 2 - PAR,,( A /E ��A A/ 358314 vc 22- �F ' 220 �f ..�E 210 4:? Ap 2`2 PLR," AVE '+ L -.� % - 204 'PARK A! /E N � 200 PARK AVE N si4r�avd r 232 PLRK ? -E PLAN PARK AVENUE N m m = wl0Cfl ZOO - . Ld - J + s N _ W W o - - - I mod' - Q o ~ f- (n �, 1-cpF NN 1>. ...mod- :. f0.. ... ... t0. _ - .. . ... . ... . ..W cy. ... WO.... J.. M�MM. ...... �... �yO .. .....- Q H F d' CN C'4 7-- I- O O UJ d' 3 Lo Q Z co 00 i-.� N 0 U) Lad J irl -� W W + + +- + + + $ + + W + - W + Z N + w + wc, Ln W O -!1'J W O] J I ii N N _ U) W wl, + 3 + _� +� cnn �+ # +la ra F of �� wd i �w az ui 4 ° ✓e o to 0 cn g ° „�� "` : fn :. cn to rn- to - v) ......... Ln ur..... Ln U) - - z in rn �'�' �' .:... _ . fn lo. .v» ....... .. 40 fl o °° °° U3 in in U) o tFn z ai to LID I-) PROPOSED GRADE 1 � 3 EXISTING SA!t _ e E 35 �- � ` O a E CISTht�� _ -- -3 3 0 -30 NEW 8" PVC SANITARY SE NEW 8° PVC SANITARY SEWESEWER EXISTING 8" PVC 298 LF ®0.40 0 z 0 85 LF 0 0.40% > 0 < l SANITARY SEWER o A w AS PER S -349 .. -- - v o m . ....0 - 25 - r) > o +� m +� 0 Fay : r�< F� 40 d-U) J F \ 6L Q r Q N N Q (n W rn [l) 10 +OG -',+00 12 +00 REFERENCE NOTE RECONNEC' FXiO;ING SEWED 5EPOCE TO THE NEW 8" SANITAP-Y PROFILE SEWER MAIN IN ACCORDANCE Aa TH THE CITY OF RENTON STANDARD SCA� ?" = 20' .., PLAN # BO 79, DRA,Vl',G # 8P 33 AND STANDARD PLAN $ BO 82, = 5 DRAWING /% BR 35 S -0513 E. WA fie' pF gy ASS, eSS'WAL fNG s a /ze ROLL 157 142 �'; 36FiJ6 i7t0 a! I La F— lV. N 2c� Ii 2`!D -7 04:5`_ 00 U) V 3MST 32.00 s (J it GRASS @t_ ROA 35.84 E 18" (S) 29.32 Ss a" PK _.0 \.a 35az 7s 1 Dr - �' - Z r 439938 . / n .RAC 4 Ali F �1 �v 35ve �c � �� " ..; � <,,:�y: # F C rP S� tER CO C. 'A V � �4SSv V i i Vi i i i i zr-- L i� r= /f `�0`�Cr�`' -F =�.,rr a..� I'� L /I Ft:`A 5.� 9 �. - � Q o PO' /a R IE 3..5 n DROP x i i STA 13 +83.45 z I -- / NEW 54" 0 MH hE-7 0 _ - � � B`LDG -- '' "'�'� AREA OF PROBABLE /i (BURIED TELEPHONE 7 i ml N �N % 0 5 2 - PAR,,( A /E ��A A/ 358314 vc 22- �F ' 220 �f ..�E 210 4:? Ap 2`2 PLR," AVE '+ L -.� % - 204 'PARK A! /E N � 200 PARK AVE N si4r�avd r 232 PLRK ? -E PLAN PARK AVENUE N m m = wl0Cfl ZOO - . Ld - J + s N _ W W o - - - I mod' - Q o ~ f- (n �, 1-cpF NN 1>. ...mod- :. f0.. ... ... t0. _ - .. . ... . ... . ..W cy. ... WO.... J.. M�MM. ...... �... �yO .. .....- Q H F d' CN C'4 7-- I- O O UJ d' 3 Lo Q Z co 00 i-.� N 0 U) Lad J irl -� W W + + +- + + + $ + + W + - W + Z N + w + wc, Ln W O -!1'J W O] J I ii N N _ U) W wl, + 3 + _� +� cnn �+ # +la ra F of �� wd i �w az ui 4 ° ✓e o to 0 cn g ° „�� "` : fn :. cn to rn- to - v) ......... Ln ur..... Ln U) - - z in rn �'�' �' .:... _ . fn lo. .v» ....... .. 40 fl o °° °° U3 in in U) o tFn z ai to LID I-) PROPOSED GRADE 1 � 3 EXISTING SA!t _ e E 35 �- � ` O a E CISTht�� _ -- -3 3 0 -30 NEW 8" PVC SANITARY SE NEW 8° PVC SANITARY SEWESEWER EXISTING 8" PVC 298 LF ®0.40 0 z 0 85 LF 0 0.40% > 0 < l SANITARY SEWER o A w AS PER S -349 .. -- - v o m . ....0 - 25 - r) > o +� m +� 0 Fay : r�< F� 40 d-U) J F \ 6L Q r Q N N Q (n W rn [l) 10 +OG -',+00 12 +00 REFERENCE NOTE RECONNEC' FXiO;ING SEWED 5EPOCE TO THE NEW 8" SANITAP-Y PROFILE SEWER MAIN IN ACCORDANCE Aa TH THE CITY OF RENTON STANDARD SCA� ?" = 20' .., PLAN # BO 79, DRA,Vl',G # 8P 33 AND STANDARD PLAN $ BO 82, = 5 DRAWING /% BR 35 S -0513 E. WA fie' pF gy ASS, eSS'WAL fNG s a /ze ROLL 157 142 _xl/ MEADOW AVENUE NORTH C �IN j 1 '1106 110 11:3— M�TAFD(_,li A JE Q I- MEI!DON I- /E N1 "000 oo V)9 V; APOA N '�j ;e'�- i'�; % f_"q' LJ 0 0') k MCA 0 27 2? + 6 LF NEW 8" LLJ SAWCUT STREET LJ SANITARY SEWER 4� 0 :E PAVEMENT & P SIDE U) SF /�ER CONNECT NEW B" LLJ SANITARY SEWER RE VE & REPLACE L'i V) REMOVE� REMOVE & REPLIACE TO EXIST. H & \ i �ALL SPEED BUMPS 6 1 - '7 RCi SPEED F, I& TRAFFIC SIGNS CONC o 6" SD z &3D6 CE STAB 4- 4' CEDAT, LJ 11 AD CONC. 1 NEW 54' 0 H CB FENCE 1 RAGE CONC, PAD BLD. ]IR M/44 GA D IK / I C. P' � -, Tc� /C Pa Iv/ '77 7P I I GRAVEL IN 7,1 ,,.cc rSE KR -NEW fr �ulm AIPR SAN SEWER t:;ZZ�l� 4 7 54GLL NEW 8 SD L nc' conc, i `/F�G-_ jx/' PAD o L IT < (11 DAGE c c' FFC Al E lD-_- Ll CL NC' RIM < ul z Rim 31 q�� NEW CONC. DRIVEWAYS L REMOVE [�z AND SIDEWALKS REO'D. & REPLACE < SA UT EX. PAVEMENT-/-,-,, EX_ ALLEY PAV8MENT I i 36 i < cn 4 29-3 SCHEDULE 8 EX. 24�cn SAN. SEW. REHAB. SEE SHEET 34 > 7 _ - 7 �t 12 13 4 mic � > 1 4999,04 cn _D I c/ FY - MON v)t NO NUMBER 1350 C_41PD�ll ,';T 11 C-f-rDEN N i338 GARDE. �E %11336 GARDEN %,334 GARDEN AVE N1328 E % 7-26 'S DE 311 8 1 G A RD P N AVE �N 1,)14 UAKULN AVE N1310 GARDEN AVE NI 1717 _Q8 - - ----- '� GARDEN AVENUE NORTH—BURIED TRAFFIC CAF[ BENCH MARK PLAN REFERENCE NOTE CHISLED SQUARE AT BACK OF WALK SCLILF T,- = 20' 0 RECONNECT EXIS7714G SEWER. SERWCE TO THE NEW 8- SANITARY SEWER MAIN ACCOPDANCE WITH THE CITY OF RENTON STANDARD PLAN // 80 79, AT NE QUADRANT INT. OF N. BROOKS DFAWNG If RP 33 AND STANDARD PLAN If 30 82, DRAWING # BR 35 AND FACTORY ELEV. 37.04 ............... ....._---_...worn z CO — D + I- F_ F_ (o L'I La o F_ 3-- La F C) af --I ar -i w -i x w I)f _j 0 < >_ I -_w - l - I- V) O -I--- C3 QD (0 Q� K) iml n� m ------ Jr - x .. ...... 6� � - � _ .... m� �fr ---- Q� __ _ F_ I- F_ w bi co Ea W C-4 uJ 0 uJ n UJ 03 w map Ld K) Ld !p LLJ Co < U) Ir w _j th -i w _j (yj 0 3: 3: 3: co �- r- 3: C) 3�: o 3�: 'd- 3:: zi; 3: 3: co 3: 3:: - => LJ Q6 rz bi + La Ed + La + W + Ld + LLJ + ILI + Ld + La + Ld + Ld + _H i LEJ wI Of L-L 00 00 0� w x Q� 0-1 x w w w ') of ol U) En (n.'t In.4- U) In U) U) (f) Lo U) Ln V) 'o cn V) , ;� Lj OD W r, _j 3c C3 w Ld < W,< W < w LJ < UJ < LLJ ILI W < Ld< LLI < Ld 'q — LJ UJ LLJ Ld Co a) 3: ZD_ 3:: C) 3:0 3' to 3: .4- Sao 0) < 0 -(n- < (7) "N m ui cc OD LLJ + UJ + W + w+ l'i + La + Ld + Ld + a: 'i— I P 2P 2 P N tr, N. V) (n "� V) u,, K) An (ji ul (D . ........... In U) Ul In (13� co Ro + _Ul En in ui u). cn L" N 40 44 cn V) (n v) u) u) (a ca U) En Ao U) w Lj < w < LJ < Ld Lgi Ld co Go + W La < LLJ < Z z + -Z + z - - - V� L3d 0 r� z cr, tr' (-n EO Fn V) 0 U) aj U) ul U) (n (n z Llir V1 <:� 35 Ln1fY in- wcn Ew w_wLo ----------- 35 - ------------------------ "F1 +0,45457- -XNS-- r'RAD�: B- JCF SANITARY SEINER PROPOSED GRADE j 30 ------ EX. 6" SD -- --- ----- _30 REPL�CE ----- --- ------ - -- - ----- 1, -1 --------------- - --- --------- ----- -------------- ---- ---------------- W1 1�LF NEW 8' SD --------------- ------------ ----------------- ------ ---------- 'p BE . 'o -4 - - ----- ---- --- ------------------ NEW 8" PVC SANITARY SEWER 0) & WA 2 5 NEW 8- PVC SANITARY 90 LF 00�40% ........ 295 LF 0 0.40% L EXIST. 8" VCP SANITARe S7_h�_R co I— > > Ir 0� -on Of -1 On Ir w Ln;�� ;t,N x x Ul' K w 'I WD -37 - OQ .0, ; () 1 0:). o' 0c) V) - C-4 3+ ...... QVAL ENa < °.Q + W 0 -1 w CC (K) U) c� fj) c� 6+00 -GO C0 I, LLI M L-J, IN) + LuLJ) + +0 + CD U) + 'LnIj +2-()D 3+00 _L � �_ -1- W < w < SCHEDULE 8 EX. Li < Ljj < < 00 <'� 2 �- 9 � 24" SANITARY 2 1 2 1 - - " 6 1- g'< V) V) V) to (n V) In V) V) 0') V) (n fl) In PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON SEWER REHAB. SEE SHEET 34 SC`-E 2C' LIVINGSTONE ASSOC., INC DEPARTMENT OF PUBLIC WORKS NEW 8" DI SANITARY SEWER 4010 STO EWAY N. S7_TIJ�, 206) VIA 632 - 25 8103549 4 90 CENTRAL RENTON SEWER REPLACEMENT y 6 LF ®0.4.% S-0513 ALLEY BETWEEN MEADOW AVE N & GARDEN AVE N 7,- RECORRAE301ED FOR APPROVAL FROM N 4TH ST TO STA 6+60 DFsic w� REB DA�� 6/26/95 FlL NAME, i)RAwN DPH SrALE AS NOTED wwp -a? -0-r/y DATE BY �RPR. SHEE. 18 OF �17 s5w 'LT" J* 1 ROLL 157 143, 24X NEW CONC. DRIVEWAY & SIDEWALK REQUIRED. SAW CUT EX PAVEMENT BY METRO/CITY NORTH 3RD ST IMPROVEMENTS 2 VI A OVv ✓I N 36 ,.. W O W ,-,pa N .;,k'[I Z (D .J + ID W Lj I- N Q U1 w STA 7 NEW 5 i j ri MEADOW AVENUE NORTH N W W s I wI i r� n 21' MEADOW A/' .l - - - C -ADO 11 A/� rl C`' M,AD(JW G /'- 4' WOO 22 2S 24�j +� 8` METRO �CC' NPC f10N ((BY OTr;EPS) - _ - I � � REMOVE & REPLACE_ 6" SIDE Sr. NER Q I-- j s SPEED BUMP & REMOVE &REPLACE r5 z w y TRAFFIIC SIGNS 6 - EX. ALLEY PAVEMENT �6�I _ IST CB N S jA 11 +77.04 - - r / z �TA 11 +30 !i p S�A 3+92' Q it I.: s =' �', I�JEW 54" 4 MH d�3 f NEW CB TYPE B u'', a ? 8, LS P' r k'' 0 : SD 6" Q #F G; li �� < z / 4' WIRE _ y, E y = ii z a E z, _ z - UPS ;c' FENCE � �� .. D Do NEW 8' SAN S€ mz-,T ?.a' A REMOVE & REPLACE # NEW D SD + s " 1_L s v _ 77.1 �. k EX. ALLEY PAVEMENT !- 01- - r J 36 REMOVE EX. MH Y STA -y _' r - -I s _ .. -_ NEW METEZD 'C-1 MH EX. CB Ir. (BY OTHERS) aAGI, 1 3 J z RIM 34.49 o, - E 32.88 a W _p 6 �Gr z z HOUSE O s k _ 2L8 _ N 3RD ST PROJECT &! 14 CITY OF RENTON , METRO CONNECTION CITY OF RENTON 2 4 3 = 7 PROJECT PROJECT BY OTHERS,'', PROJECT 304 GARDEN AVE Nj 15 urc 248 GARDEN AST 112AC GA,.,c'a Ls% ¢v�238 GARDEN A7E N'j234 GARDE% A!E %2 226 - %r 302/304 <sass 1 NEW 42° METRO �'- GARDEN AVE N � SANITARY SEWER "WOO +OS Ir RECONNECT NORTH BENCH MARK �. m Ex cB CHISLED SQUARE AT BACK OF WALK O J + AT NE QUADRANT INT. OF N. BROOKS AND FACTORY rse• w wI i r� n 21' MEADOW A/' .l - - - C -ADO 11 A/� rl C`' M,AD(JW G /'- 4' WOO 22 2S 24�j +� 8` METRO �CC' NPC f10N ((BY OTr;EPS) - _ - I � � REMOVE & REPLACE_ 6" SIDE Sr. NER Q I-- j s SPEED BUMP & REMOVE &REPLACE r5 z w y TRAFFIIC SIGNS 6 - EX. ALLEY PAVEMENT �6�I _ IST CB N S jA 11 +77.04 - - r / z �TA 11 +30 !i p S�A 3+92' Q it I.: s =' �', I�JEW 54" 4 MH d�3 f NEW CB TYPE B u'', a ? 8, LS P' r k'' 0 : SD 6" Q #F G; li �� < z / 4' WIRE _ y, E y = ii z a E z, _ z - UPS ;c' FENCE � �� .. D Do NEW 8' SAN S€ mz-,T ?.a' A REMOVE & REPLACE # NEW D SD + s " 1_L s v _ 77.1 �. k EX. ALLEY PAVEMENT !- 01- - r J 36 REMOVE EX. MH Y STA -y _' r - -I s _ .. -_ NEW METEZD 'C-1 MH EX. CB Ir. (BY OTHERS) aAGI, 1 3 J z RIM 34.49 o, - E 32.88 a W _p 6 �Gr z z HOUSE O s k _ 2L8 _ N 3RD ST PROJECT &! 14 CITY OF RENTON , METRO CONNECTION CITY OF RENTON 2 4 3 = 7 PROJECT PROJECT BY OTHERS,'', PROJECT 304 GARDEN AVE Nj 15 urc 248 GARDEN AST 112AC GA,.,c'a Ls% ¢v�238 GARDEN A7E N'j234 GARDE% A!E %2 226 - %r PLAN SCALE 5_ = 2G' 302/304 <sass 1 NEW 42° METRO �'- GARDEN AVE N � SANITARY SEWER "WOO GARDEN AVENUE NORTH BENCH MARK Z CHISLED SQUARE AT BACK OF WALK o J + AT NE QUADRANT INT. OF N. BROOKS AND FACTORY N ELEV. 37.04 W t U +�� a1 J = O <700 ii �'i O (D W O O x - '. -1 � Z O - U p -0 ♦- mnZ N�..� a' N OOtn ZN _ 40 �cD O_ r o : W OI �= u) :< x.- �'iN +M o V� .tom Lei] �mnro ....... cn Q X�� W (n o Bo _' W PLAN SCALE 5_ = 2G' 35 L J I: NEW a- NEW .B" DI G m O N ;d Z J (O W 0' . _j . 11� J n � V � 10 I Z i�Jl � �c+D� w w w w ao B +n�� CJ 3(o 3m Wo �o Fv) DIN Q Q (W Ld+ N+ (W+ N+ V M C) (D (D n �(�T1N.m w L_ Li i_ ,;a.� ¢OF- 0E-7 +000H 0 no f6- n N iA N (A N N 3RD ST PROJECT & CITY OF RENTON METRO CONNECTION PROJECT PROJECT BY OTHERS � wwp•s� -osi� ff1 5 - j H SE - - GR. DR. - REMOVE & REPLA E SPEED BUMP &� CE CARPORT TRAFFIC SIGNS ,i ON CONIC. PAD zs EX. SEPARATE !TOWN HOUSES MAY HAVE DUAL SIDE SEWER STUBS g ' 9 NO 1'OUSE # 2161218 ! I GARDEN AVE N I 10 ll NO H1 USE f REFERENCE NOTE Saftos /3 -38 T RECONNECT EXISTING SEWER SERVICE TO THE NEW 8- SANITARY SEWER I.lA1N IN ACCORDANCE W17H THE CITY OF RENTON STANDARD PLAN ff BO 79, DRAWING ff BP, 33 AND STANDARD PLAN # BO 82, DRAWING ff BR 35 . m w O_ F M f � W J = a� S � R J -c I. CIRA.DE d- .n N � ...-- ....... "WOO Z o J + m oD N W N W t U +�� a1 J = O <700 ii �'i W t+ O �..-. pZvv x - '. .......n�N].. '�. �. Z c E-Q Q ♦- mnZ N�..� a' N OOtn ZN _ 40 �cD (!)_ &T, ... W� >. _ �= u) :< x.- �'iN +M V� .tom Lei] �mnro ....... cn Q X�� W (n D 3 Q WTI -? d'w zinU)i Bo _' W g Q wH�� 0_ V7 __ C!W W Q � 10 x 71 W V7I -�- < X .q rh '.JW cD W Z.1u) tD D_'� ` Q wm Z -NIr m m PROPOSED C 2ADE W W 35 L J I: NEW a- NEW .B" DI G m O N ;d Z J (O W 0' . _j . 11� J n � V � 10 I Z i�Jl � �c+D� w w w w ao B +n�� CJ 3(o 3m Wo �o Fv) DIN Q Q (W Ld+ N+ (W+ N+ V M C) (D (D n �(�T1N.m w L_ Li i_ ,;a.� ¢OF- 0E-7 +000H 0 no f6- n N iA N (A N N 3RD ST PROJECT & CITY OF RENTON METRO CONNECTION PROJECT PROJECT BY OTHERS � wwp•s� -osi� ff1 5 - j H SE - - GR. DR. - REMOVE & REPLA E SPEED BUMP &� CE CARPORT TRAFFIC SIGNS ,i ON CONIC. PAD zs EX. SEPARATE !TOWN HOUSES MAY HAVE DUAL SIDE SEWER STUBS g ' 9 NO 1'OUSE # 2161218 ! I GARDEN AVE N I 10 ll NO H1 USE f REFERENCE NOTE Saftos /3 -38 T RECONNECT EXISTING SEWER SERVICE TO THE NEW 8- SANITARY SEWER I.lA1N IN ACCORDANCE W17H THE CITY OF RENTON STANDARD PLAN ff BO 79, DRAWING ff BP, 33 AND STANDARD PLAN # BO 82, DRAWING ff BR 35 . m w O_ F M f � W J = a� S � R J -c I. CIRA.DE d- �. +0.98621 +0".3389% ................ ......._.. - -_ - -- _ SD 5 / 3 —NEW 8° DI SD y - - T ° - -- - _ i 5 LF G.67% - _ -_- 3 - - -- --- - 0 NEW 8" PVC SANITARY "' NEW 8' PVC SANITARY SEWER 220 LF 0.40% r lo) 338 LF ® 0.43% F F r d � cr J m J EL' J Q' J O_ J Ir J Fz J O or :0-' J �f WACC O_ D, D_' Ir - fliC o D' n O_ pO' N D: M� N w D! J n . o .w � Lf) O_.- D),I�... n n. OD L]O). t'l. -.. -. .. a' ... - - -... (D'- O. -. ... .. O. ®.. i(irl-- .. -.... ial N,y� ..... - - -w NW - .. ... ..W W - .w w �u� m oo a r7 3 3 3 3 3�3N mN�d �� + 3n g - w+ w+ w +w+ w +w +- + + + + „+�+ W +w+ w }w} wmwmW }� w} w +w+ NCD NCD NNNpD NCD NCO O� Ol - n O O �OVjO MONO (A �� nU)� .N NNN + + n W W rt .- (A to F- N N ili(A N N W N N W 6A (fipppp•- f- r FU-) In O F O LLI III v) v) In v) ..... ... Q - � OfifA (/1 NN N N (A(A N (%7 (A(A � p <w< (A (A u) I- fT] � NIN fS )owl- ) i } 9 +Tf 1- r_ _�. -.. 11 +00 . .. .. . ... .. ..... .(A NNN �- j ^� -NEW 8" METRO SANITARY SEWER ' to iA - '- > tr 12 +00 I crai srsar M CONNECTION (BY OTHERS) �- IE 23.23 PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON J tw NEW 42" METRO SAN SEW = 2 LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS a.00 (BY OTHERS) _ 4010 s A EWAY N. CENTRAL RENTON SEWER REPLACEMENT :ITY OF RENTON S -0513 �T2G WA easp3 -soap (2G6) 632-266a acorn ALLEY BETWEEN MEADOW AVE N &GARDEN AVE N PROJECT RE FOR APPR(YVAL FROM STA 6 +60 TO STA 12 +20 aFSrc+rEp: REB DATE 6/26/95 niE NAME: OPaYma: DPH cx : scA E AS NOTED Nan ao K. Pam BY TPPR. DATE AP.ROIEJ: SHEET: 19 OF 37 h � I i ROLL 157 144; .n N � ...-- ....... "WOO Z N N J + m oD N W N W O O O N CJ = ..MM _- Fi - .......n�N].. ...... E-Q Q U) �.-. �ZN m : V +emu) - R (j W o— 1- - - �= <D �' M. : W in DO DO rG u) :< x.- (D `J =ww .... ......Ldu) ...... .... ....... 40 �. +0.98621 +0".3389% ................ ......._.. - -_ - -- _ SD 5 / 3 —NEW 8° DI SD y - - T ° - -- - _ i 5 LF G.67% - _ -_- 3 - - -- --- - 0 NEW 8" PVC SANITARY "' NEW 8' PVC SANITARY SEWER 220 LF 0.40% r lo) 338 LF ® 0.43% F F r d � cr J m J EL' J Q' J O_ J Ir J Fz J O or :0-' J �f WACC O_ D, D_' Ir - fliC o D' n O_ pO' N D: M� N w D! J n . o .w � Lf) O_.- D),I�... n n. OD L]O). t'l. -.. -. .. a' ... - - -... (D'- O. -. ... .. O. ®.. i(irl-- .. -.... ial N,y� ..... - - -w NW - .. ... ..W W - .w w �u� m oo a r7 3 3 3 3 3�3N mN�d �� + 3n g - w+ w+ w +w+ w +w +- + + + + „+�+ W +w+ w }w} wmwmW }� w} w +w+ NCD NCD NNNpD NCD NCO O� Ol - n O O �OVjO MONO (A �� nU)� .N NNN + + n W W rt .- (A to F- N N ili(A N N W N N W 6A (fipppp•- f- r FU-) In O F O LLI III v) v) In v) ..... ... Q - � OfifA (/1 NN N N (A(A N (%7 (A(A � p <w< (A (A u) I- fT] � NIN fS )owl- ) i } 9 +Tf 1- r_ _�. -.. 11 +00 . .. .. . ... .. ..... .(A NNN �- j ^� -NEW 8" METRO SANITARY SEWER ' to iA - '- > tr 12 +00 I crai srsar M CONNECTION (BY OTHERS) �- IE 23.23 PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON J tw NEW 42" METRO SAN SEW = 2 LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS a.00 (BY OTHERS) _ 4010 s A EWAY N. CENTRAL RENTON SEWER REPLACEMENT :ITY OF RENTON S -0513 �T2G WA easp3 -soap (2G6) 632-266a acorn ALLEY BETWEEN MEADOW AVE N &GARDEN AVE N PROJECT RE FOR APPR(YVAL FROM STA 6 +60 TO STA 12 +20 aFSrc+rEp: REB DATE 6/26/95 niE NAME: OPaYma: DPH cx : scA E AS NOTED Nan ao K. Pam BY TPPR. DATE AP.ROIEJ: SHEET: 19 OF 37 h � I i ROLL 157 144; w 0 C) LLJ z +H x ^Lu < F- V) V) mLn w LLJ MEADOW AVENUE NORTH , W 'HOC ?A A V I N LLJ 0 ,.. «y Lc Of in a. N, r 1 SE'✓ER- _ STA 13 +50 2- STOI< Z' / 3 NEW 54" 0 MH -4 BLDG STA 13 +38 NEW 48' CB TYPE I - STA 13 +65 n °I o NEW CS TYPE I REMOVE I b STA 13+80 r Jn II I ]' EX)ST. MH ru -� C G- NEV CB TYPE 1, �7 O� 2" GARAGE I DR,/ s 3 +szss .rte s ccr c R� - GR DRII NEW CONC DRIVEL AYS BUS BARN AND SIDEWALKS RI Q'D, Q FENCE _ ! FENCE I � j SAWCUT EX. PAVE ENT. 2 a NEW CO�C DRIVEWAYS c z SAWCUT STREET AND SIDEWALKS REO'D. 2 I PAVEMENT TO SAWCUT( EX. PAVEMENT. APPROX. LIMITS i SHOWN & PATCH QgA 36 12 13 o _ 2 I 204 GARDEN AVE N 200 GARDEN AVE N <a -� f t� REMOVE EXISTING STORM LINE II r STA 1474 NEW CEI TYPE I l BLDG 6" c v W `e G 47 li /V Jt. REPLACE I LLEY PAVEMENT 36 IQ 3 P re HT W 92'° STORM DiRAi'IIL I, NEW 1 RECONNECT EXI RCOF YARD DRAINS TO STOdiM DRAIN N '' BUS BAP,i; NOTE CONTRACTOR TO RECONNNECT ALL ACTIVE SIDE SEWER STUBS TO BUS BARN. INACTIVE STUBS SHALL NOT BE REPLACED- PLAN- SCALE 1" = 20' —13 _�9EN e NEW CONC DRIVEWAYS AND SIDEWALKS OEQ'D, SAWCUT EX. PAVEMENT. AcP STEEL r PIRKING tu�CH. ,STA 16 +65 NEW CB TYPE I 7 V PIP= nl 3385.73 IE 9 22 00 rr ` L 39.00 I RA.F FiC ILiGHT iA 4" DRAIN � Z 0 1 Z P,OO \ _` .4 DRAIN F 1� v STA r17 +( a G NEWT 54" CONNECT TO ROOF DRAIN 23 LF 6" SD STA 16 +90 t ,r iNEW CB TYPE iJ ` REPLACE X. 8" SD W/ 20LF EW 8" SD CONNECT 0 EX. 8" 8 i m 0 \ d z0 m BENCH MARK ..... ............ ..O ......- ..- .- .- .... -. - __- -. -__. _........bj } O _ t7 N - _.. - M GARDEN AVENUE NORTH CHISLED SQUARE AT BACK OF WALK O� W O.O AT NE QUADRANT INT. OF N. BROOKS :Z r7 aco-+1 c,\' d r �Mcj - w w w I AND FACTORY + 6�M= WCi< a a Li s < ELEV. 37.04 m_ _ .V m * of O C9 _.- ..._- .- ..�.QQ -NN '-Q O �= W 7NN cn M 4 - La -U XW(H N Y Z W PROPOSED GRADE CL, laJ - .. ... FXYS . t cq N s W w..... _ .. z of (i �— _ .... ` . - - _ . - Ir Z N - mof _ - O_ [VN C 0 \t0 F 3:17 NI i �O N� FQ C5 O U] 0,-'�� 3: tDN w J mm H Qom ..........:.. X ^..}{ � ..0 mC1 .�.•. . =�+i�w*":M w. Oak MM a MM d Q � W W � O� �� +'nZ U7 �°iI -LIZ N.v. ° � Z � ^U) +I O?�.��..�v J 2 D 02_ � ((oo rl t-. a� +'mZfn +mow + W N W LLI : O�")= d' W co' MNw � �''_ - - �'�O- cV m tp .....� m M CO_ _ m mg• -..M= O' -MNCV O �a�o0 o0 3¢ �_ Qi� 3= ¢g°D O� 3¢�� 3 40 rn�ww..zw �� _ == n.� w W 4(-- W P_ w z10V)EW� zmf)f z REMOVE EXISTING STORM LINE II r STA 1474 NEW CEI TYPE I l BLDG 6" c v W `e G 47 li /V Jt. REPLACE I LLEY PAVEMENT 36 IQ 3 P re HT W 92'° STORM DiRAi'IIL I, NEW 1 RECONNECT EXI RCOF YARD DRAINS TO STOdiM DRAIN N '' BUS BAP,i; NOTE CONTRACTOR TO RECONNNECT ALL ACTIVE SIDE SEWER STUBS TO BUS BARN. INACTIVE STUBS SHALL NOT BE REPLACED- PLAN- SCALE 1" = 20' —13 _�9EN e NEW CONC DRIVEWAYS AND SIDEWALKS OEQ'D, SAWCUT EX. PAVEMENT. AcP STEEL r PIRKING tu�CH. ,STA 16 +65 NEW CB TYPE I 7 V PIP= nl 3385.73 IE 9 22 00 rr ` L 39.00 I RA.F FiC ILiGHT iA 4" DRAIN � Z 0 1 Z P,OO \ _` .4 DRAIN F 1� v STA r17 +( a G NEWT 54" CONNECT TO ROOF DRAIN 23 LF 6" SD STA 16 +90 t ,r iNEW CB TYPE iJ ` REPLACE X. 8" SD W/ 20LF EW 8" SD CONNECT 0 EX. 8" 8 i +0.9862% NEW 127 SD 35 NEW 12" SD ............ . -- 15 LF 7.0% _r EX _ - _ - - - -- - -- - - - - - -- . 8" S'•Nr A .'( SE'S�3Z 1$7 L�- - - - ----------------------------- - - _ - -- -- - -- - - - - -- - - - - -- -- 30 I I : - - - - NEW 8 PVC SANITARY SEWER NEW 8" PVC .SANITARY- SEWER - - - - - ! - - ....NEW 12".SR L i _ _ .... _ 355 LF ®0.4(i� _ .... 2 6 1 1.0% 130 LF 0 0.40% Y Y 98 0 1.0% a 3 -) F a 3 3 SO J wO to w0 J -IL' J I ...... ..... ............ �N. d,. (n - ..n... 'i?V}.:�O�n.... -..... Q'p�....... LY M3., .,.� O. N... 1C g _ - -� �.� a _j Wm -Wm -N >7 O M Wm Wm WN Wm Wn... ....... . -._- N M f[} Fn m.WO WN WM .WO Wn J W +W+ NO + m + n0 W +�:+ �+ W+ W+ + + +.�+ + -3+ + + � + +, Im IY n cn O N M d M M d In � � m � N � 'n _ rA r[i IUD rfl -in Qo En cn .N m � co ) WO Wm r- r - 3; Lo 3+ oa oa wo a0 +o ao ww)LL,< Q WQ wQ wa a a a a Q.wQ wQ wIQ wQ wQ W W .U1 U1. to (~/1 HOn U)tp M.. ^. U1 tp..l¢ -O p�.U)�. UI ff7 -. �~ O~ - - _ - _H . -I- ..... Q J- - ..47 V)... - - /�] U) ..... UJ U). - ........- vu...... U).. -U1 U) (O US U) uS fO.`e 0 ° ........ ....N �.�T .. U)Y (nY u) -. U) U). U) II)..... U)U2.U1N N N i- I- F F H {- Wa WQ 13 +00 UM UM QK) OO )OM 14 -00 °� °� o-< OJ )-_j of m rn In un. v) > ml- 1 1h, REFERENCE NOTE NEW 12° SD PROFILE HAMMOND, COLLIER RECONNECT EXISTING SEwER SERVICE To THE NEW 8- sAr: AF- 20 LF 0 1.0% r, 2"' O LIVINGSTONE ASST SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTOh SiAIUDARG - PLAN # BO 79, DRAWING H BR 33 AND STANDARD PLAN # BO 82, aoto srorvewar n DRAWING J/ BR 35. S -0513 SEA TI_F_ A 98103- O WHERE MIN. 12° CLEARANCE CANNOT BE MAINTAINED, PROVIDE FOR APPROVE RECCROSENDED ETHIFOAM PAD BETWEEN PIPES. (SEE NOTE 11, SHEET 27) wwp s? -o sI? p ROLL 157 145-, m 0 \ d z0 m w ..... ............ ..O ......- ..- .- .- .... -. - __- -. -__. _........bj } O _ t7 N - _.. - M wQ-� d' d- O� W O.O �..... cc < FO M M -FI :Z r7 aco-+1 c,\' d r �Mcj - MM - +mZ�.� + 6�M= WCi< Q�J - ....... ... ... .... .... _. m� - .__ -... - to m_ _ .V m 1- �nOZ`.� _ _.- ..._- .- ..�.QQ -NN '-Q O �= W 7NN M "t U - La -U XW(H N Y Z W PROPOSED GRADE CL, laJ - .. ... FXYS . t cq N s W w..... _ .. z of (i �— _ .... ` . - - _ . +0.9862% NEW 127 SD 35 NEW 12" SD ............ . -- 15 LF 7.0% _r EX _ - _ - - - -- - -- - - - - - -- . 8" S'•Nr A .'( SE'S�3Z 1$7 L�- - - - ----------------------------- - - _ - -- -- - -- - - - - -- - - - - -- -- 30 I I : - - - - NEW 8 PVC SANITARY SEWER NEW 8" PVC .SANITARY- SEWER - - - - - ! - - ....NEW 12".SR L i _ _ .... _ 355 LF ®0.4(i� _ .... 2 6 1 1.0% 130 LF 0 0.40% Y Y 98 0 1.0% a 3 -) F a 3 3 SO J wO to w0 J -IL' J I ...... ..... ............ �N. d,. (n - ..n... 'i?V}.:�O�n.... -..... Q'p�....... LY M3., .,.� O. N... 1C g _ - -� �.� a _j Wm -Wm -N >7 O M Wm Wm WN Wm Wn... ....... . -._- N M f[} Fn m.WO WN WM .WO Wn J W +W+ NO + m + n0 W +�:+ �+ W+ W+ + + +.�+ + -3+ + + � + +, Im IY n cn O N M d M M d In � � m � N � 'n _ rA r[i IUD rfl -in Qo En cn .N m � co ) WO Wm r- r - 3; Lo 3+ oa oa wo a0 +o ao ww)LL,< Q WQ wQ wa a a a a Q.wQ wQ wIQ wQ wQ W W .U1 U1. to (~/1 HOn U)tp M.. ^. U1 tp..l¢ -O p�.U)�. UI ff7 -. �~ O~ - - _ - _H . -I- ..... Q J- - ..47 V)... - - /�] U) ..... UJ U). - ........- vu...... U).. -U1 U) (O US U) uS fO.`e 0 ° ........ ....N �.�T .. U)Y (nY u) -. U) U). U) II)..... U)U2.U1N N N i- I- F F H {- Wa WQ 13 +00 UM UM QK) OO )OM 14 -00 °� °� o-< OJ )-_j of m rn In un. v) > ml- 1 1h, REFERENCE NOTE NEW 12° SD PROFILE HAMMOND, COLLIER RECONNECT EXISTING SEwER SERVICE To THE NEW 8- sAr: AF- 20 LF 0 1.0% r, 2"' O LIVINGSTONE ASST SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTOh SiAIUDARG - PLAN # BO 79, DRAWING H BR 33 AND STANDARD PLAN # BO 82, aoto srorvewar n DRAWING J/ BR 35. S -0513 SEA TI_F_ A 98103- O WHERE MIN. 12° CLEARANCE CANNOT BE MAINTAINED, PROVIDE FOR APPROVE RECCROSENDED ETHIFOAM PAD BETWEEN PIPES. (SEE NOTE 11, SHEET 27) wwp s? -o sI? p ROLL 157 145-, eIe BURIFD TRAFFIC CABLE CITY mom f m 0 n d z0 m w O m nro� u7 Z U + } O .... ..... r M m t7 N cn Q X I F ..pp...�X [Y LI . M J O �v =g +�Z Z +V vz nm"w.nIm Ne 6�M= WCi< Z W W oU)af W aNO dU)O eIe BURIFD TRAFFIC CABLE CITY mom f ...................... 4 REPLACE EX. 8" SD W/ 20 LF NEW 8" DI SD _ - -- - ... ..i ...... .. 35 ....... ............. 30 n +0 . ...cO EL z0 m � " O m nro� Lo Z U + c ! z .... ..... r M m M ........ c cn Q X I F w C� w ,n [Y LI . ...................... 4 REPLACE EX. 8" SD W/ 20 LF NEW 8" DI SD _ - -- - ... ..i ...... .. 35 ....... ............. 30 Q-� of wASyti +0 . ...cO EL ........ ... ..... ...... .... -y O s < 0 Lo w U) V) Y of M ; ,7oea �G15iE " a�4. 1 d C J- eSSFQJAL ENG 1....> m w :. .... ... ...... ...... .. ..:............... .... .... 17 +00 ev,aes a /zs/ m� 'dDUdYiINC BG�FkNi; q�RC9WIID£ �.PIaR�aX. � ALE N£!OY <>�zsEY BC�'i hG EIT PdlA1CH LINE STA 3 +��a SEE SIHEEIT ��+ 3�S LE 3'D" T'EE1L � ', Il I CASING Bo �- � li ii i RIM 31.6F� - . � ��`ir r�-�� Il id Of? 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PAVEMENT AND CURBING ji 1, � '.�� --. �:T -�'_. ,. —BOX i { fl � 2 f' 36 I PItJ 32.34 � C IE 29.29 N� ' D" i, � a E 29 -34 S 10° W�U�— �.� 3?4 m >� I — �:� C' SIGNAL � �,w � Z � � i',�Hl,'2E� J+'A'��I�HOLi= � � -RAF E 32.22 �!J 6" � IC^..ABLE Wi� ill "6 iJ '� � it i � l �� S 358 FACTORY �, 333 FACTOR'f ,:�, FACTORY 1� 329 FACTORY 323 FACTORY AVE N AVE N t.'✓= N '� i �I�I �� I E — REMO�r+E kl;i'® E�IFiI.AR,CE EXJISTVMG �.all*��G IL�� ---+�E G PNVEMEpJ:ir 3� SHEET 2f / . r.J J� �, _ T �, r� ;� v � °�, ,z, O ABAIFtDOPJI & P�.a;G �� EX[SF�UG �'° SS ' ��AH � �$ufR� 32 7y C NrtP 07.57 N � S VF 77 96 E \� �. r,, REMOVE AND REPLACE EXIST. STREET PAVEMENT 2 f' 36 I r, <6 � 2 V 343 F.��,TOR`f a A��E N PLAN SCALE 1" = 20' -- � �G � ir' i �, '�.. O z •� � Y '`7 f Q i; ;�� ,! FACTORY AVE N NEN! CONCRETE SIDEWALK &CURBING � I REQUIRED. SAW CUT EXISTING PAVEMENT II r, AND CURBING 36 F L � - - - -- �i }. CC H 1542 N hdARION ST `� IJH 3?4 z CD � � z0 A � 'L f i PI "A 33.42 1 ^ : � E 32.22 �!J 6" � k I lE 30.67 N!fJ 6" � � ^r 30 '�,! 6•• � N li � I� 30.77 rfE 6" m �l %- N 23 24 25 26 H 1� 329 FACTORY 323 FACTORY :o io� ��,v N �r^`%>i w w 2 � i i avE N � avE N N REFERENCE NOTE: UD W NZ Q �d � RECONNECT EXISTING SEWER SERVICE TO NEW Q�w(O <F Zv`iW cIIllll w - 8" PVC SANITARY SEWER IN ACCORDANCE WITH to i THE CITY OF RENTON STANDARD PLAN # BO 82, N 0 � - 10 DRAWING # BR 35. w � zo + N J In W � U _ �>bm �_ Q� NN x Q ap�[�3 - - - -- - - -.. -. : N G 2' .��, -�- w�.z � —r z�n�cn ^Kwww ��:nu- �� °`ter= - - w .... ... ............... . .............. ....... 35 z � J o i ROLL 157 �I. -. 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SANITARY I.E I - , REMOVE NEW 12" STORM DRAIN EXISTING 8" VCP EXIST. 8' VCP - ---- - -- --= ------------------ -- - - -1 SANITARY SEWER SANITARY SEWER SANITARY SEWERI NEW 12" STORM DRAIN 132 LF 0.4% - - - ____ ------------ - - -- 30 --- ----- -- -- - -_- --- ---- -- - -- - -- -- - - - 0 - - - -- _ I --- - "" -- -- -- -- - ; 3 25 NEW 8" PVC SAN:.......... - NEW 24" PVC SEWER - _.. -.. ... _ ._. _ .: - . ..................... .......... 2 5 SEWER 46 LF ® w 0.0789% 6 +00 a z� `0 � � 166 LF 0.0789% 7 +00 EW 8" PVC SAN_ SEWER v � NEW 8" PVC SANITARY SEWER r r' ^ 5 CONNECT TO: EXISTING CATCH BASIN 146 LF 0 0.4% _ - - 192 LF ® 0.4% X o m W Zn ") NEW 12" STORM DRAIN IE (S) 30.00 : r w J - _ O�0>MZw r O+ - 3o w d- -_NEW 42" 0 METRO z *.�'"•` Z,^ z L - 3� w+ ...------ ._.��.a__...._.._..... w+ O -..._. 20 ? in 3r_ X iv N_ m m SEWER (BY OTHERS) - uv3x cn - w¢ < /n WQ o_ i ®' LLJ F r° C -- OF OF - - ZO�tn z U) O_i' -vW U/ NU) - U1 UI UM U) PROFILE 8+0c 9 -0G 10+00 11 +00 SCALE I" = 20' H W AUMOND COLLIER & WADE - CITY OF RENTOT BENCH MARK 1" _ 5' 1 ' ..." .'� �Z. -1 r..v.11 A -r-- .— /\ CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 wwp _s� -oses 0616` S -0513 I ROLL 157 147 REMOVE V, �.I AI1 "7.9C[ It � 3 00 fl N &� Dt (II). IR I N IN SOIIARE 1- ANT ?' "R N Q U) O ? Y �\ Y 3 U 215 FACTORY AVE N N N z:o H J O W +w � m C) w I-- Qw _ a - -� ■mot l�_ � q 1 +75 SEE SHH . ,U, _� - m / to CONCRETE SIDEWALKS to cn & D RIVWA REQUIRE.0 a .J6 SAACUT visa. PAVEMENT �h w PALS EXIST. PAVEMtN I z - - - AND Cl SAWCUI STREET PAVEMENT ,•� !�� C tiL AND PATCH n t2 _ �9 .S6 — .� - a _ L riP,�� 36 m� - ,-n -a-a-a \ \ ,r J I 4t � 1 NEW 54 -' 0 MH -- s 2" — - -- 2 lil'S CONC SIDEWALKS REQUIRED R,d� 7u 7 E,457 PAVEMENT— 1 { b _- FACTORY AVE N n _OC- j v,IN , Vu"`LL� I' z l li! X7.50 26 z '408 N 2ND ST N '4111 N 21ND ST r; jZ PLAN RI +A 39. 72 - a //ou iJ �L OR SAWCUT STREET PAVEMENT II�II s AND PATCH 2 - 38 -- - - -`,tr �. STA 15 +51 'o A 15+00 -3 ABANDON SEWER Z Nt,1 54 0 MH MANHOLE JGE' Q ' ' e, r - — a I I I 2 13 iA 1111 ACTORr I REFERENCE NOTE: Q1 RECONNECT EXISTING SEWER SERVICE TO NEW 8" PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82,: DRAWING # BR 35. QFw _� - m .- ......... -- - to cn w Q �h C9 o Q - - - } ai c� Z JN - - ~ F_ 4t m: m V) W. o00 J p -- ��. .... _._. 45 w d' =on��r - - J pp^ a :2 Z ozLn- - ww� +nzEnw Q Z (N I'l w - .� > .� —` /, = N u)op� 8 M7e °- 4 UiIQ � 40 J Ld I = m ao m l_I O_ - - - ,� S m Zqu~i� o X <.L, v)_... of �ninFr --- �, -- . ..... ........ ...... .... .........- - -.... .... -.. 40 REMOVE 35 REMOVE .... EXISTING 8" VCP .... . -:35 SANITARY SEWER ---- --- - ----- -- -- ----- ----- ------- -- - --- ` _ -- - - - - -- - - -- - --- - --- ----- - --- -- --- - --- - -- -- -- - ---- _ _ - - - - -- - -- - - -- -- - - -- -- ---- ---- -- --- - - -- --- SEWER 236 LF ®0.4 NEW 8° PVC SANITARY 4G 30 NEW 8" PVC SANITARY SEWER 104 LF ® 0.4% 3 0 PLUG EXISTING 8° VCP 2 3n 3:m ......... ........................ _25 cn !2 in n ? w B _ w Q w cncn U5 u) (n U) 3 00 16 +00 PROFILE SCALE 1" = 20' = 5' 2 I HAMMONI)- COI I IFR Rc WADF - CITY OF RENTON BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 'vwp ROLL 157 ��Cry 5 -051 a� :r 148- m0 NIA f)I VI 4il(1�', IIAN i� �� Il)f' H U3 I I - - I �I I _ .. � 2.i ZES 27 Zg i 29 7 t � � / , 1 r� T� 2�2 CWF�i.TD�N- »"�LA.Cf i 'i�ER PER CETYT�f �I PLA40E �� I� 1 '� � � -.; � Pri S�iziI7�lUE B� S'llIPPED REMOCIE Au'�D FT ®r<FfrxlC� P7d I�IM 31.30 i ,r,ti _ E _ i I � ,�� SG �rtN �R014 TRAFFGC CP,tRF3 I��IL�fiF14@ i • � <; -ia� ; � 'c wl �, n fla_` } '�' � al; � � -c � . '\ � z ��r.; � APPRNOGX.�LOCAT�R� CEirVtE �iii'P I /. I i iF 29 3v v'/ i (R,. � .,.. __ - � a :za �nr _ -n.- � � J -��t -� �I�I I I � � N r 1 _ _ _ _ / � � � �� . r r m ; ' r� t0 STA 2150 _ 5 � � w SCH ®. B SCH �! �,%' .� '' ��ry W NEW 72 99 kfHl ( W N 4TH ST �� P� �� i/ era ^� 0..� � � CUT CN' EX_ 24' � RifWi 24 E- /fIG�= ;: � ., � -:: I V LOG p (� „� � F:rv�i� �' � ��_ ; Iv � CGNO �'��D R UFf6 � NEW 24° SANITARY SE9VER o ® NEW 24" SANITARY SEWER �'" .� ._ r CURED -IN -PLACE PIPE LINER � CURED -IN -PLACE PIPE LINER � %'�� n1 eE'�2 SI\Ipi��'} � C'_��S f � a Q �B REI.EOVE AE�ED �FEPIL�R.CE � e SCHEDULE C rn SCHEDULE C Q \ Fcliu! ail EXISTING U, PAV�t9�1T 36 36 ~ �-- s¢p Spa D� 'Ai - ° � VD GP W W - — - r0 -UGT z Jl1NrTIC�N MANHOLE DETAIL � �,� � URING S INF QF Rd -- -- -- ! �^ � LSD dArf I -- -- DE I v_ I %% i � RIM 31.90 � � U � � � APPROX. _ d FJI_ rJ 3 57 U � RIM 3'J9 � � I � NrS U � ` IE 29.30 N �i0' 24- � BARRIER Its, FRONT OF AIM 31 -�2 (T✓ ! OG MH '�,2j Q BORING PiT -Lg 77 h�:V/ 1' � !E 2o.9fi L & M! � � � � G SD MH NOTES: � \ ?1 -"fAr � � I � �- 30 27 S `' � i RIM 33J5 � �/ 30 LF 30 'STEEL I TOP OF TP.AP 29M35 CASING PIPE 1. DIVERSION DAM SHALL BE 3/4 HEIGHT OF EXISTING �A I IE 29.25E 12" '/" ♦ � �� 1 iE 29.05 S 1 S„ 24" PIPE AND CHANNELED TO DIRECT FLOW TO THE �, � � '`, �� IE 29.65 5W 6" NEW 24" PIPE TO FACTORY AVE N / �� e - _ 0 � 7 e, S 9 � i0 11 2. THE TOP OF THE DIVERSION DAM SHALL BE 28.031. � - - �0 5�5 F1 E-F+ �T L�� ,a � -- S �cN G"� SCHOOL AUMINISTP.ATION I � ®RECONNECT�ACTIVE SIDE SEWER 3. THE WEST SIDE OF THE DIVERSION DAM SHALL BE ^- � � UIL6rNG (ANNEX TO EX_ 24" SLOPED TOWARD THE WEST INVERT OF THE EXISTING PLAN 24" PIPE. _ . _ _ _ _ . _ .SCALE i,. _ 20' o _ _ _ .._ .... -_ --- _.,.,., — _.. ........... ............. N W a ; � Z p W J, �.. �.. �O C�1�. ..... ...�� ...... ... ....... ... -- ...- ...... .... ;.. ............... -- � � �.. -.- ..; .. .......... .... .. .... U � (n .r7; � � con �t Q Q F— W "•�� Ni-01 < p>-- �X'ISTgNG GRADE � z - a 77 N .. 3 i2 ^acv a: �.. W�Zd . - I xr� - � fY � � �� W - Z Vl �PPpK W : - r1 � w En � w ''_� 4 }0 I 0 3 - - - - - - - -- -- -- - � I -- - - - - -- - - - - - - -- - -- - - -- - --- - -- - -- - - - - -- 13ENCH MARK ------ - -- - -- -- -------- - - - - -- - --- - - -- - - - - -- - - ---- --- - - -- -- - - - ---- - --- -- - o z - -- - - - -_- � r- 25 _ _ ..... �.........- N .. �. 25 CHISLED SQUARE AT BACK OF WALK SCHEDULE B � � � � SCHEDULE C _XI_ tNC 24° VCP SCHEDULE C w + w + AT NE QUADRANT INT. OF N. BROOKS NEW 22' SANITARY SEWER CONTINUOUS �., -, � NEW 24'; SANITARY SEWER � � � d- NEW 24" SANITARY SEWER AND FACTORY PE SLIPLINED OR 24° CURED -iN -PLACE �� °T� "' c =� /`R I SCHEDULE B SCHEDULE C CURED -IN -PLACE PIPE LINER w Q w ¢ C{1RED -IN -PLACE PIPE LINER ELEV. 37.04 LINER i42 LF 203 LF ° N �°-� N- 97 LF _ - _... - 1 +0o z +oo 3 —aG PROFILE 4 +00 5 +00 �v SCALE 1 = 20 H � '' = 5' `! � � � Fi N U � w � wnsR�S »�= �- APPROX. EXISTING GRADE p� ^r,m m4,�oF Ntir r olv� � � rn,a o 3� 3vw / a. ......... 3 W 35, �� a z �I� I a cfl w rw Z �,� ___ - - - 9` Re noaa �� " �— e � fc 6lsie�'�s�[�"� 30.. �..... .. -.. _... �.. �� r r �. 25 � \ _ 2° 65' LF 36" STEEL CASIfJG NEW 24° PVC SANITARY SEWER PIPE UNDER N. 3RD Sj_ 160 LF ®0.0789% FILL ANNULAR SPACE 1N CASING WITH SAND OR GROUT ,moo PROFILE z +oo �� wwP �7 -Df/J scA�E 1° = zG' rf _�,, �j _ � * - u [ Y _ b �O L L 157 14 9 i BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 wwp- i�•osi� I lsd NEW 24° SANITARY SEWER CURED —IN —PLACE a PIPE LINER. SCHEDULE C Li N 4TH- ST A - N W Z p J ti Ut0 V7 Q F W :2 V) V) 40 35 30 Z i y 7 _ ED !7 #- 3173 1111 I* 3 'I JJ 4 f, ? N" _ 5 SE � , 3.73 1, _ PLAN C re -. f 27.9 " _ 28.0 2" lFJ" >S -2 ® RECONNECT ACTIVE SIDE SEWER TO EX. 24" - - - - -- -- - -- - -- - EXISTING 12" VCP j 25 NI APY SEWER -7 25 SCHEDULE C NEW SANITARY SEWER � CURED-IN-PLACE PIPE LINER N 259 Li �P of w sh s I 20 v 20 i - cn , v, - - GIs IONA b - OO 7 +00 9- . PROFILE ORES 36 9# SCALE 1" = 20' = 5 I HAMMOND. COLLIER & WADE - CITY OF RENTON Cn: �_cri� 3E DOLL 157 150- 24X Q Z -_— J U Q N W Z p J ti Ut0 V7 Q F W :2 V) V) 40 35 30 Z i y 7 _ ED !7 #- 3173 1111 I* 3 'I JJ 4 f, ? N" _ 5 SE � , 3.73 1, _ PLAN C re -. f 27.9 " _ 28.0 2" lFJ" >S -2 ® RECONNECT ACTIVE SIDE SEWER TO EX. 24" - - - - -- -- - -- - -- - EXISTING 12" VCP j 25 NI APY SEWER -7 25 SCHEDULE C NEW SANITARY SEWER � CURED-IN-PLACE PIPE LINER N 259 Li �P of w sh s I 20 v 20 i - cn , v, - - GIs IONA b - OO 7 +00 9- . PROFILE ORES 36 9# SCALE 1" = 20' = 5 I HAMMOND. COLLIER & WADE - CITY OF RENTON Cn: �_cri� 3E DOLL 157 150- 24X ®. REFERENCE NOTE: O RECONNECT EXISTING SEWER SERVICE TO NEW 8' PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN � 80 82, DRAWING # BR 35. � I 1Y �� \ w I� �� Q -. - z 1� / mil✓ REMOVE AND REPLACE EXIS�NG PARKING LOT PAVEMENT � BENCH MARK � � 36 CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 " .. ...................... ..... wwP•t7•ori47 �� , 'i, � �� \� � � (J� � �: -o �� \ \ \ \l SSA` �i0 � -1 � � I NEW �p4" 0 MH �� \ /� 170 LF ,�8° STEEL N. 4TH STREET APPROX_ LOCATION OF BORING LAUNCH /RECEIVE PITS `� �� Ai � ', � \� � �� APPROX 25 LF N.J BARRIER ALONG ° � BORING PIT NEW CONCRETE DRIVEWAY gip' AND SIDEWALKS REWIRED �°�� SAWCUT EXISTING PAVEMENT I I c \� 36 �° Y n�1d096f At3D REPLACE � EXIS1fiIt�G PARKING LOT 36 P't'l.vb'EId, ENT - iA� �IF'�`iP I �'.1� — 1 z � FF 2.a2 i Q �, � r7F:� "�Oit�f E� r STA 4+05 �I 3I `� - NEW 54' 0 MH � UTIL. HCx'I -; " 111 III ABANDON &PLUG/ ' � � -� _. i,Di ^j�0 °EXISTING S' SS � �� I i �U!LG�M1i� L 2� .,�, L iz c, �� REPLACE ALLEY NEW ALLEY CttitL'1Sk� w� 22 h PLAN Ge�I� ?° = 20` `� � � � 5 CONSTRUCT NEW ALLEY 36 CRUSHED ROCK SURFACING 2' TOP COURSE 4-' BASE COURSE 7 p � II ! � I � Z3 24 I 25 26 I 27 i N. MARION STREET h C`d w w w W 0 a r- w z J U H Q W. zo~ ,.� m m � : �:� w - _... - __ �= a a _ w _. _........ ___ +_ � :� tD - N N �!D ~ � � cp � � i tD � - � - � H .- � c0 N � : � OT i— W a � � � � X N h n O ate: 0D W O � J 1 ¢l aD - - ®� � m c0 : � to (n 40 � ^,. awo�zrn �. a;�3vv _�+ .3w 1 � NN N N N N N N N OiifJrv� J J. �.. - ... -.. ..... � �I� ^^ .. ..... .... ... ........... ...... ......... ........ .. ....... c� '� z to w - w '- � .rev ¢ _ ��'� a = m cam' -'.. � z o � 40 jZ +N.��..� �U} -_ =�fN ^ Mw: 2-FI 3w (/) � O]b'j � Q� NNOJ � NI � N .. ... ... �. � g�°'�w . �_Q 3aQ 3, Q a0 a0 3__ 470D jRi _ 3c .Q �� - WXI- WWF-- W�F-�- - W�Fa- � /'� /A0� w�F._ 35 :..............�wcnrrw.ww z�cn L,WW zu�tnffww z�nu7�ww t � z�tn.i�ww - r - 35 � �iSiTNG 8" VCP 30 ......................� � S 'v 'A,RY.SEWER - - .i ' - ---- -. . -...- 30 ---- -- -- -- -- -- -- - °- __ °__ °-_____ � EWER -- -- JL, "` ___ ___ ___�___ �_ ,__.____,__ ' v A . -_ � s NEW 8' PVC SANITARY S - -- - - - - -- - - NEW 8" PVC SP.N!TP_R. �4� NEW $' PVC SAN'TADV crwra 145 LF ®0.4% 2= 100 LF ®0.4% i20 LF ®0.4% EW 8' PVC SANITARY SEINER 25 75 LF 7� G�49 r- i- 70 LF i8' STEEL � � i- F � � � � � F. F � J CASING PIPE J J � -� � � J � J � J � : �,p3� FILL ANNULAR SPACE IN" 30 3v 3n3� 3m 3N3N 3�3� 3030 3.n ''� F± w � CASING Wliii SAND OR w � ''� F °� � � � Q�� + � �+ � � � �+ � + � + w + N�� oQOQU] (n (n fn M r7 � e� 0 GRAVEL torn inlvi QvsuDrn roan in�aiin�� inu~iv�ai rnv~iinu~i N� ` - - I +oo_ _ z, ,,o 3 -aa PROFILE __,,, 5 +oa ." _ � . HA.!,`.!^R'D. ��LLIER &WADE - C7 ROLL 157 I 151 a NEW CONCRETE DRIVEWAY it AND SIDEWALKS REWIREd� 2 ` SAWCUT E %ISTING PAVE�IElaU7 � I \ STA 2 +85 � -2 ^$ `� r � � �� u, � G NEW 54' +8 MH I �� ' I V `� �� Ai � ', � \� � �� APPROX 25 LF N.J BARRIER ALONG ° � BORING PIT NEW CONCRETE DRIVEWAY gip' AND SIDEWALKS REWIRED �°�� SAWCUT EXISTING PAVEMENT I I c \� 36 �° Y n�1d096f At3D REPLACE � EXIS1fiIt�G PARKING LOT 36 P't'l.vb'EId, ENT - iA� �IF'�`iP I �'.1� — 1 z � FF 2.a2 i Q �, � r7F:� "�Oit�f E� r STA 4+05 �I 3I `� - NEW 54' 0 MH � UTIL. HCx'I -; " 111 III ABANDON &PLUG/ ' � � -� _. i,Di ^j�0 °EXISTING S' SS � �� I i �U!LG�M1i� L 2� .,�, L iz c, �� REPLACE ALLEY NEW ALLEY CttitL'1Sk� w� 22 h PLAN Ge�I� ?° = 20` `� � � � 5 CONSTRUCT NEW ALLEY 36 CRUSHED ROCK SURFACING 2' TOP COURSE 4-' BASE COURSE 7 p � II ! � I � Z3 24 I 25 26 I 27 i N. MARION STREET h C`d w w w W 0 a r- w z J U H Q W. zo~ ,.� m m � : �:� w - _... - __ �= a a _ w _. _........ ___ +_ � :� tD - N N �!D ~ � � cp � � i tD � - � - � H .- � c0 N � : � OT i— W a � � � � X N h n O ate: 0D W O � J 1 ¢l aD - - ®� � m c0 : � to (n 40 � ^,. awo�zrn �. a;�3vv _�+ .3w 1 � NN N N N N N N N OiifJrv� J J. �.. - ... -.. ..... � �I� ^^ .. ..... .... ... ........... ...... ......... ........ .. ....... c� '� z to w - w '- � .rev ¢ _ ��'� a = m cam' -'.. � z o � 40 jZ +N.��..� �U} -_ =�fN ^ Mw: 2-FI 3w (/) � O]b'j � Q� NNOJ � NI � N .. ... ... �. � g�°'�w . �_Q 3aQ 3, Q a0 a0 3__ 470D jRi _ 3c .Q �� - WXI- WWF-- W�F-�- - W�Fa- � /'� /A0� w�F._ 35 :..............�wcnrrw.ww z�cn L,WW zu�tnffww z�nu7�ww t � z�tn.i�ww - r - 35 � �iSiTNG 8" VCP 30 ......................� � S 'v 'A,RY.SEWER - - .i ' - ---- -. . -...- 30 ---- -- -- -- -- -- -- - °- __ °__ °-_____ � EWER -- -- JL, "` ___ ___ ___�___ �_ ,__.____,__ ' v A . -_ � s NEW 8' PVC SANITARY S - -- - - - - -- - - NEW 8" PVC SP.N!TP_R. �4� NEW $' PVC SAN'TADV crwra 145 LF ®0.4% 2= 100 LF ®0.4% i20 LF ®0.4% EW 8' PVC SANITARY SEINER 25 75 LF 7� G�49 r- i- 70 LF i8' STEEL � � i- F � � � � � F. F � J CASING PIPE J J � -� � � J � J � J � : �,p3� FILL ANNULAR SPACE IN" 30 3v 3n3� 3m 3N3N 3�3� 3030 3.n ''� F± w � CASING Wliii SAND OR w � ''� F °� � � � Q�� + � �+ � � � �+ � + � + w + N�� oQOQU] (n (n fn M r7 � e� 0 GRAVEL torn inlvi QvsuDrn roan in�aiin�� inu~iv�ai rnv~iinu~i N� ` - - I +oo_ _ z, ,,o 3 -aa PROFILE __,,, 5 +oa ." _ � . HA.!,`.!^R'D. ��LLIER &WADE - C7 ROLL 157 I 151 a BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37 "04 ti►wp 1;, —at/3 N 1- �j p. >JD Q — (~YJ , L, Z J =I v Q CONSTRUCT NEW ALLEY 5 CRUSHED ROCK SURFACaNG 2" TOP COURSE Er. -OUSE a BASE COURSE 4' r'G;i STASTA 6 � NEW Sd MH � A! N. 4TH STREET 2 a 3`t J� �fl —r �wF REN -oN f a FulAPNG — cTnT.Did f� i I 2-S 25 ✓ / r , N. MARION STREET PLAN S:CAi E R" - 2C,, 31, ! � REFERENCE NOTE: �1 RECONNECT EXISTING SEWER SERVICE TO NEW 8" PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. ® CONSTRUCT NEW 6" SIDE SEWER WITH MARKER POST AND LOCATOR WIRE FS3 /GNAL s a /zc /" HAivMOND, COLLIER & WADE - CITY OF RENTON LIMNGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4otD SINE wAY N CENTRAL RENTON SEWER REPLACEMENT S -0513 SEA''. (2E. wA. 2-2664 6e0 _ _ A_I_FY BETWEEN N 4TH ST AND N MARION ST (2'Joj 632 -2fifi4 - m,w a FROM STA 5 +50 TO HOUSER WAY N CESIGNED: REB DATE 6/26/95 FILE NAME: NACHtD.- SCALE: AS SHOWN — G aoo aA ' ^ APPROVED TL4tt - SHEET- 27 OF. 37 ROLL 157 I 152- 1 NEW 8" PVC SANITARY SEWER N 146 LF 0 0 "47 LJ Z' p J to W m N (n ') [O t0 La QF W ~dam= L Z E- 0C 7 -00 PROFILE 4 O)IO - Fs p REMOVE N g �M p ZSr� EXISTINC 3 C? _XiSTING GRG ^vE - �_ ¢' n r i< - _ SANITARY S ��'ER- / - wd-i -F z�nrnw wxi-� w- P.�ac --ea�J 3 31, ! � REFERENCE NOTE: �1 RECONNECT EXISTING SEWER SERVICE TO NEW 8" PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. ® CONSTRUCT NEW 6" SIDE SEWER WITH MARKER POST AND LOCATOR WIRE FS3 /GNAL s a /zc /" HAivMOND, COLLIER & WADE - CITY OF RENTON LIMNGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4otD SINE wAY N CENTRAL RENTON SEWER REPLACEMENT S -0513 SEA''. (2E. wA. 2-2664 6e0 _ _ A_I_FY BETWEEN N 4TH ST AND N MARION ST (2'Joj 632 -2fifi4 - m,w a FROM STA 5 +50 TO HOUSER WAY N CESIGNED: REB DATE 6/26/95 FILE NAME: NACHtD.- SCALE: AS SHOWN — G aoo aA ' ^ APPROVED TL4tt - SHEET- 27 OF. 37 ROLL 157 I 152- 1 NEW 8" PVC SANITARY SEWER 146 LF 0 0 "47 [.. stn. �0). 7i O. - ..�i ,-. . ... ...... 1$ ... N (n ') [O t0 V) V) N to (n N (n N E- 0C 7 -00 PROFILE 31, ! � REFERENCE NOTE: �1 RECONNECT EXISTING SEWER SERVICE TO NEW 8" PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. ® CONSTRUCT NEW 6" SIDE SEWER WITH MARKER POST AND LOCATOR WIRE FS3 /GNAL s a /zc /" HAivMOND, COLLIER & WADE - CITY OF RENTON LIMNGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4otD SINE wAY N CENTRAL RENTON SEWER REPLACEMENT S -0513 SEA''. (2E. wA. 2-2664 6e0 _ _ A_I_FY BETWEEN N 4TH ST AND N MARION ST (2'Joj 632 -2fifi4 - m,w a FROM STA 5 +50 TO HOUSER WAY N CESIGNED: REB DATE 6/26/95 FILE NAME: NACHtD.- SCALE: AS SHOWN — G aoo aA ' ^ APPROVED TL4tt - SHEET- 27 OF. 37 ROLL 157 I 152- 1 N. MARION STREET — NEh4 CONCRETE DRIVEWAYS AND SIDEWALKS REQUIRED 36 � SAWCUT EXIST. PAVEMENT -2 AND t 9E D REPLACE rg s✓ 34 EXISTING ALLEY PAVEMENT ,IM 34.56 33.47 5 - 32.96 W 6„ 36 33.06 NE 6" REMOVE AND REPLACE 36 r � 3"J11 DING ALLEY PAVEMENT e / <c f � _ E � w 3 x U� / 7 r i c + �VEtiM 8° SAN. SEW. \ I , Q - -- -� r TJt T� 7a� (S 3- G S H STA 5 +48 / -2 a US R'M 35 96 NEW 54" 4 MH COMMERCIAL SIDEWALK DRAIN CP OF ` /E?L PIPE 33.05 z AREA OF TYPE "A" DISCHARGE TO EXIST. Q �` J BURIED TEL STA 3+95 #1 -1 . GUTTER LINE. 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N 3RD STREET � / � i �� , �� J� Z� ,�� ,� �c�r_�. // ii N oROOKS STREET i _ .�G ' fi � LL �-R l REFERENCE NOTE: O1 RECONNECT EXISTING SEWER SERVICE TO NEW 8' PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 82, DRAWING # BR 35. +1.509 -; REMOVE � - . -.. -.- -. .5 v � � 30 -- .. _ . m p' _ � �� -- W ar � `�� „� N - 3 0 �J�.. r ... -. .. .... � � a`� L�� J � NEW 12° SD v,"� _/ � �? -�= �z_�� -- T�"��p� � 4�v g V� 15 LF � 27 � w PROPOSED ALLEY GRADE z. - '� � m � Cx9 sC �-- - �_�.z- 9aJ �- F�� 40 z�nml�W _ _�_ -- -- � +0.237 +1.509 -; REMOVE � - . -.. -.- -. .5 v � � 30 -- .. NEW $' PVC SANITARY SEWEK 328 LF @"0:47 _ .- 3 0 -M �� _M �o _� p o�o�� NM.�v nu�� 3� 3m 3cn 3rn 3rn-.- 3d- 3a�- 3�3� 25 m U ±rpj= m U ±Me m U ±Ippj- w+ �N W +W+ W+ W+ w +m+ - �N �N �N NN N� �e7 cv m f!f QOP oM. : 3Q NN ?iQ NN �Q N -^ WQ °_� WQ WQ wa WQ WQ WQ a� at- a�- or- o�- A+.I�L'e0 — � �. wF -��- Z (n a W W w��. Z (n wt-f� � W W Z V7. �. 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TA''_T #r F Q _ co 14 C 5 %8 " '1 I I > E C+3 -- RIM 3 1.75 Z 350 PELLY AVE N - I � z o I- J in W .} W cn U ~ Q W :2 (/) V) 3S I 30 1. 25 C HlG NDHO_D- CARPORT SD Y H I RINII 32.12 n SD MH- RIV 3'_97 SEE SHEET 111 FOR SS DESIGN IN ALLEY T N N o T rn = ZN �c0 c000 c >. � PEi1 OP � OOL r Ac - r - �' - In iu NEW 22' SUPPED, OR 24' = w CURED-IN-PLACE L WINE PJPI ;r "Q T, 0 11 (31 D QA U) CEP., 101 322-- LJ c .DH LO PLAN SD PdH Q RIPE 3G,95 350 PARK A,, -_ 4 z .x _-1,U r- . EPL NE GRADE d D; SEE SHEET 15 FOR Z 0 !- PLAN SS DESIGN IN ALLEY 0 W J + W V rn N t 0 O - U) _ + F Q < W co -- uGP Z s 2 -Z - � 1 [C RIM 31.03 - R F,C - NIH #104, HANU-OLD Q :5t EX MH STA 1 +09.76 LT 28' OLD SARTORI SCHOOL TO BE REMOVED SMOKE TEST 24" FROM MEADOW AVE N SEE SHEET 15 TO ALLEY BETWEEN PARK AVE N AND GARDEN AVE N. DYE TEST WHILE TV GRASS INSPECTION RENTON SCHOOL MAINTENANCE AND SARTORI SCHOOL PLUMBING TO CHECK FOR ACTIVE TAPS AND STORM CONNECTIONS SEE SHEET 15 FOR Z 0 !- PLAN SS DESIGN IN ALLEY 0 W J + W SCHEDULE B NW.22. . SUPPED. OR 24 130 CURED -IN -PLACE LINER E [ST G 24" FX.IST!NG 10" PIPE 173 LF I } SC`0_1A -PY SE ER SANITARY SEWER ----------------------- -- --- - ._ - - - -------------- -- - - 25 --- -------------- - - - _ - - - - -- -- - - __J - E- BE 20 w; W Ldi Ld vi vwi vwi + 20 0 of wgSy�c� '�- SCHEDULE B .. + + 3 + + 3 + + Lj + + mgt ti M SCHEDULE B ............ NEW 22" SLIPPED OR 24" _ "' w w W W w w w a NEW 22" SLIPPED OR 24" a 0 0 0 0 0 0 n CURED -IN -PLACE LINER CURED -IN -PLACE LINER s co (! l!i nm4 PIPE 99 LF b PIPE 278 LF Fsis �� 5 fN O O O O ® O O. 15 S'QNAL� d.. . ...... .... . .. ..... ...... .. . ... 12 +00 3 -OC -00 16 +00 1 7 +00 RE ai�R4 PROFILE -- - 20' HAMMvivD, COLLIER & WADE - CITY OF RENTON BENCH MARK LIMNGSTONE ASSOC., INC- %% DEPARTMENT OF PUBLIC WORKS CHISLED SQUARE AT BACK OF WALK Q RECONNECT ACTIVE SIDE SEWER \' 47:0 STONE WAY N CENTRAL RENTON SEWER REPLACEMEN AT NE QUADRANT INT. OF N. BROOKS s. +;a 98103-829, AND FACTORY S -��° 32 2664 N 4TH STREET ELEV. 37.04xn,e_.7 =r FROM STA 11 +50 TO STA 17 +00 l' — -..-_ — D P SIGN t D - R—� —I DA- 6/27/95 FILE NAME p � SGA � AS SHOWN eooK Da;E &.. VdD -. � SHEET. 33 0F: - ROLL 157 I 158- F U - U) _ F Q < W z s 2 -Z - � 35 SCHEDULE B NW.22. . SUPPED. OR 24 130 CURED -IN -PLACE LINER E [ST G 24" FX.IST!NG 10" PIPE 173 LF I } SC`0_1A -PY SE ER SANITARY SEWER ----------------------- -- --- - ._ - - - -------------- -- - - 25 --- -------------- - - - _ - - - - -- -- - - __J - E- BE 20 w; W Ldi Ld vi vwi vwi + 20 0 of wgSy�c� '�- SCHEDULE B .. + + 3 + + 3 + + Lj + + mgt ti M SCHEDULE B ............ NEW 22" SLIPPED OR 24" _ "' w w W W w w w a NEW 22" SLIPPED OR 24" a 0 0 0 0 0 0 n CURED -IN -PLACE LINER CURED -IN -PLACE LINER s co (! l!i nm4 PIPE 99 LF b PIPE 278 LF Fsis �� 5 fN O O O O ® O O. 15 S'QNAL� d.. . ...... .... . .. ..... ...... .. . ... 12 +00 3 -OC -00 16 +00 1 7 +00 RE ai�R4 PROFILE -- - 20' HAMMvivD, COLLIER & WADE - CITY OF RENTON BENCH MARK LIMNGSTONE ASSOC., INC- %% DEPARTMENT OF PUBLIC WORKS CHISLED SQUARE AT BACK OF WALK Q RECONNECT ACTIVE SIDE SEWER \' 47:0 STONE WAY N CENTRAL RENTON SEWER REPLACEMEN AT NE QUADRANT INT. OF N. BROOKS s. +;a 98103-829, AND FACTORY S -��° 32 2664 N 4TH STREET ELEV. 37.04xn,e_.7 =r FROM STA 11 +50 TO STA 17 +00 l' — -..-_ — D P SIGN t D - R—� —I DA- 6/27/95 FILE NAME p � SGA � AS SHOWN eooK Da;E &.. VdD -. � SHEET. 33 0F: - ROLL 157 I 158- F � Z PLUG S. LLJ J U F ABANDONED 0M TO DIRECT J TO 4 ti 24" SS RIM 31 G M7 #5) Q i 1- 2e.50 N E" i 0 �� Re _ Q W r^ -- c -_ Li S j Q Z 31E ECI VP,iJLT W V- -... it - - -- N Li ^` . NEW 22" SLIPPED OR 24" W V TRANSFER EX TAPS 0(ti i O" _ ? g NEW 22" S PLACE LINER PIPE N SS TO 24 SS IF TAPS A = J vl' O o USED N 4TH ST j NO SERVICES + -� - = - - - -- I - — - CV cli f ABANDON Ea 10 SS � � I < L�1 _ -. _— - -_ -- - v x ABANDON EX 1O' SS ' 'A ABANDON EX 10" SS v Z -- GP —1 i ;' r� l G T LLJ � �� BRICK PLANTER F;V 31.67 - -- - Q E 4v — i 34 f J�� }r J 776, _ t , S - -- _ SMOKE TEST 24' FROM MEADOW AVE N r - N' • � INLET ` GB �A 1p rJ, � �:L v [v 3 I - J r � O ALLEY B� PARK AVE N AN / -' �r BETWEEN � D R,B7 ,. r I 3 53 � AN - J _ v J�J GARDEN AVE N_ DYE TEST WHILE TV / h f INSPECTION RENTON SCHOOL MAINTENANCE - - / J / ' -- - -LT-/ 356 MEADOW AVE N 32_z� rA_ADE',N� Alt N 35g eR_ AD OW AVE _ i _A�D.. A � N BENCH MARK AND SARTORI SCHOOL PLUMBING TO CHECK I -- FOR ACTIVE BAPS AND STORM CONNECT!t)NS I � CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS PLAN SEE SHEET 18 FOR AND FACTORY ra_ = 2o SS DESIGN IN ALLEY ELEV. 37.04 t'7 .. ............ .. .. ...... ... ......... ---..-...-----.-.-.-....-.--..-..........................-..-.......... ..................---.......... u') Z O W cc W +w z 'Z - J +w z / �V. z'.. G -�. a .... ........... .:................. .....: ... ` c�- _.....- ..- .- ............. -....Z �CVN (.J r to -4 ... y Z N co rxi 0 H W c �, - Q W Q W z,, �,; _zwv:� �w�z�zz - Q W cc z z Z - •- - z p rn 3 - - - 7 w'i o'o 35 w N 04 c14 �• .' .DE _.U. -��. fl -- _SY.. ri. Wfn�JWWW zo : EXISTING 8" 30 ` YI EXISTING 10,; SANITARY SEWER, SANITARY SEWER -. -- ------- -- - - --- ---- -- ------ �----- --- -_- Bs - - - -- - - - -- -�`-- ------ - - - - - - - - -- ---- - - - - -- - --- - - - --- - - - - - ----------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 - - - - - - - - - - - - - - - - - - - - - - - - — -- -- - - - - - - - - - -- -- --------- - - -- - ---- 5 p- - - - - - --- -- ----- ---______ _-.- .-.- _-- .- .- . -. -.- ,- ..................... ..... ............ ..... .....- SCHEDULE B --- ----------.................. Z SCHEDULE N N J J �� Lo co NEW 22- SUPPED OR 24" B NEW: 22" SUPPED OR 24 o F .o 3 w 3 + w 3 + w m + SCHEDULE B CURED -IN -PLACE LINER: Q CURED -!N -PLACE LINER i z I O w 20 w + w + NEW 22' SUPPED OR 24' PIPE 140 LF PIPE: 82 LF �u a m m n � o o w lo w � - w o w ¢ o -w- o a - .. CUREp -1N -PLACE LINER s - _ ..... a.' ........ - - N �N v N N 3° 3 PIPE 275 LF 40 .....�^ ° .. N v) V) Is /3# o`: wp.Q.Q o��NZwmz U U - Ns N dN 5 Z � Q Q... .................. 15 "NNV z N s c� 17 +00 1810 ��v'G 2 21 +00 22 +00 3t,, �� z - - =... .��wwwBrn.a.w.. w J Q PROFILE E- BE 3C nosa oF�G s IO NEW 8" SAN. SEW. - SEE SHEET 18 r r LL, R ® RECONNECT ACTIVE SIDE SEWER TO EXISTING 24" PRA snb'i 7 c c L N PRY HAMMOND, COLLIER & WADE CITY OF RENTON R _ Wi - - �g LIVINGSTONE ASSOC.. INC. ^'.. %// DEP ARTMENT of PvsLic woRxs i & 24 -- - co 1 +00 ALLEY BETWEEN GARDEN AVE N & MEADOW AVE N PROFILE SCALE 1" = 20' H 34 ROLL 157 I 159- 3 0- v.. _ c I -/.P k' �. _ fie: A& ,Y '- t.'; :. 4 N �� S� !�� r 2 � � .� ,: x , y -:_. - - � � ELE� 1PNL1+�C�G' A' �` _ _ -, - CtJPL _ 3S � � r'C S BUIL _11NL- 1 K.� IJ ,. 7 1b ?�:Or N a7 r { CCNC. r ^AD -�" M H 3 AI,1fY SEWER REGflNSTRUCTED -�p,r 3 5� RIM 32.34 IN 1985 $ -�38 SHEET 2 C� 3 - � 30. t !J C" '? ". �E 29.29 NE "i0" .- Ir 29.34 5 i G"' PLAN I. IR.rllf �P {�E uwT�l 1f�8AFFrC S6Q�FVALS TRAF�C �GNAI! FIAND IfiOLE i - r�aT 3' 5 ��.; �� _ - "l,0_ EP i ti _y n w � �0 JG�� G ,� c, J� � � `� + � � { �v � _�C r _ �, � i�,�a' -r =`� ja I - -� � i y �� r E c *�'' � 3 I ' r� J ', j d SEE SHEET 21 FOR SS DESIGN IN FACTORY AVE N - �, - --- N F- 1�i 1 -_�\ cc Q !� cER,i�E �_ SCHEDULE C � 1r F- F� PLI�411 &PROFILE � O z a{AAN °[3w � �" SS cri S - I� r ?- _- v, - � _ � � - r - � Q � ItJSERTiON ACCESS PiT /FviANi -TOLE t � I: �--� ��z: _- �t rd � �i � �. H � � b �� ,tic ,� 8" �� . i I W W F _ � N �` _ ��C�i'v c' -- I J b s �'S.� ? z _ cols z �!,?, f z - •; z . rL (A VJ -� L S r" .., of �., � + � � u NEW B� S,ANIT?RY NEW 22 °" S1SPP£D � 24' 1 SENDER CURi� -iN -PLACE LINER PiPc � \�� * T ` Uti - � ; �, 0 n , r: c ��, p, - 30 , 0 ... -..- CP.NTG.BY �F .. .. �. -l�ER- - SANITP.RY SEJJER -. .... - .. .. ..... . ..... _. N �� S� !�� r 2 � � .� ,: x , y -:_. - - � � ELE� 1PNL1+�C�G' A' �` _ _ -, - CtJPL _ 3S � � r'C S BUIL _11NL- 1 K.� IJ ,. 7 1b ?�:Or N a7 r { CCNC. r ^AD -�" M H 3 AI,1fY SEWER REGflNSTRUCTED -�p,r 3 5� RIM 32.34 IN 1985 $ -�38 SHEET 2 C� 3 - � 30. t !J C" '? ". �E 29.29 NE "i0" .- Ir 29.34 5 i G"' PLAN I. IR.rllf �P {�E uwT�l 1f�8AFFrC S6Q�FVALS TRAF�C �GNAI! FIAND IfiOLE i - r�aT 3' 5 ��.; �� _ - "l,0_ EP i ti _y n w � �0 JG�� G ,� c, J� � � `� + � � { �v � _�C r _ �, � i�,�a' -r =`� ja I - -� � i y �� r E c *�'' � 3 I ' r� J ', j d SEE SHEET 21 FOR SS DESIGN IN FACTORY AVE N - �, - --- N F- _ -_�\ cc Q !� cER,i�E �_ SCHEDULE C � 1r F- F� PLI�411 &PROFILE � O z a{AAN °[3w � �" SS cri S - I� r ?- W O W � U � _ r � -- ItJSERTiON ACCESS PiT /FviANi -TOLE Y �. _ :N 2 - �., _ N �� S� !�� r 2 � � .� ,: x , y -:_. - - � � ELE� 1PNL1+�C�G' A' �` _ _ -, - CtJPL _ 3S � � r'C S BUIL _11NL- 1 K.� IJ ,. 7 1b ?�:Or N a7 r { CCNC. r ^AD -�" M H 3 AI,1fY SEWER REGflNSTRUCTED -�p,r 3 5� RIM 32.34 IN 1985 $ -�38 SHEET 2 C� 3 - � 30. t !J C" '? ". �E 29.29 NE "i0" .- Ir 29.34 5 i G"' PLAN I. IR.rllf �P {�E uwT�l 1f�8AFFrC S6Q�FVALS TRAF�C �GNAI! FIAND IfiOLE i - r�aT 3' 5 ��.; �� _ - "l,0_ EP i ti _y n w � �0 JG�� G ,� c, J� � � `� + � � { �v � _�C r _ �, � i�,�a' -r =`� ja I - -� � i y �� r E c *�'' � 3 I ' r� J ', j d SEE SHEET 21 FOR SS DESIGN IN FACTORY AVE N - �, - --- N F- o � � (!3 � O SCHEDULE B SCHEDULE C � SFi� 24 d- z d- F� PLI�411 &PROFILE � O z tiQz S W z fn I� r ?- W O W � U � SUGGESTED LAUNCHING OR � -- ItJSERTiON ACCESS PiT /FviANi -TOLE �✓ I �Jf '�� 28.9 29. z "/ � � �� . BENCH MARK i CHISLED SQUARE AT BACK OF WALK � AT NE QUADRANT INT. OF N. BROOKS -_ AND FACTORY ELEV. 37.04 �►Wp. j�� oi�� ROLL 157 I 16Q S -0513 4 4j- a. � � .. 35 30 25 26 +00 � - [ - N m 4 00 rn � _ z 40 :......... � �Sa3.m.M� � °.��- . -.. -. f��zz�� f��e.i� 'f7 W Z , N M; '" 3 W � L�5 c6 (6' � R� c[1 (B g�v.;wwZ ��'' -'Z i�i e I ' 30 .......... ,.L. -.... i� I � � -_ �� L - -�- 3 � �. _ - E 25 � � .� 1�.... � � � I� L ,_ a � - rn �� - us X X X X SCHEDULE. A .. � ...... w w w .. . .:EW E' DI SANITAP.Y i +oo SEWER 6 LF ®0.40%" ALLEY BETWEEN MEADOW AVE N &FACTORY AVE N PROFILE %1 SCALE i" = zo' H 35 1" = 5' V 5- OS/348 C(�. S--e ri�A e �rzsi } r7 wow z J�W '`�: �. �'f. :N 2 - �., _ �. � � I cy � - QQ W s �'S.� ? z ,� � > .� cols z �!,?, f z - •; z . rL (A VJ -� L S r" .., of �., � + � � u _,�_�- ,- - � ; EXISTING 24" EY.�STiNG 8" p, - 30 , 0 ... -..- CP.NTG.BY �F .. .. �. -l�ER- - SANITP.RY SEJJER -. .... - .. .. ..... . ..... _. -- -- I - - - - - - - - - - - � :' SEE SHEET: 24 25 -- - -- - - -- - -- -'- -- -- - -- z -�- . _ _ . _ _FOR. �ONTINUID SCHEDULE B SCHEDULE B > -' co PLAN do PROFILE NEW 22° SLIPPED AR 24" NEW 22" SLIPPED OR 24" ¢: � + CURED -IN -PLACE LINER CURED -IN -PLACE LINER �,vi� �' 20 PIPE 60 LF FIFE i50 iF o. w i _ _ __ �..o�- 0 a : rn m - 15 22 +00 23 -0C 24 +00 _ -__ PROFILE scr:�E � °' = 20' +� r= � v BENCH MARK i CHISLED SQUARE AT BACK OF WALK � AT NE QUADRANT INT. OF N. BROOKS -_ AND FACTORY ELEV. 37.04 �►Wp. j�� oi�� ROLL 157 I 16Q S -0513 4 4j- a. � � .. 35 30 25 26 +00 � - [ - N m 4 00 rn � _ z 40 :......... � �Sa3.m.M� � °.��- . -.. -. f��zz�� f��e.i� 'f7 W Z , N M; '" 3 W � L�5 c6 (6' � R� c[1 (B g�v.;wwZ ��'' -'Z i�i e I ' 30 .......... ,.L. -.... i� I � � -_ �� L - -�- 3 � �. _ - E 25 � � .� 1�.... � � � I� L ,_ a � - rn �� - us X X X X SCHEDULE. A .. � ...... w w w .. . .:EW E' DI SANITAP.Y i +oo SEWER 6 LF ®0.40%" ALLEY BETWEEN MEADOW AVE N &FACTORY AVE N PROFILE %1 SCALE i" = zo' H 35 1" = 5' V 5- OS/348 C(�. S--e ri�A e �rzsi } AIM 11 I00 ENI ',1 A111 I if,[ 1 C J �I i ,!� . `M A ly I1Y IIJ 1. IU,12 ;i RIGID PAVEMENT W/ ASPHALT CONCRETE Si,I cEA'CE EXISTING ASPHALT CONCRETE W/ PCC BASE / 71 N I S 36 CfiMENT CONCR(Tf PATCH MINIMUM 5" THICK 1 O X CON(: 1R i . 15 & hRl l'e WAlti AVFMI N° 1HICK FOR SID(WAI. S pf / CCIMPACTELI CRUSHED S'URf "ACING TOP COURSC EX. ASPHALT CONCRETE 6" MIN. SURFACI COURSE CEMENT CONCRETE PAVEMENT EXISTING CONCRETE 2 N.T.S. 36 ASPHALT CONC. (_V MIN.) REPLACEMENT PATCH TO BE 1" THICKER THAN PREVIOUSLY NA_ JD1,- I,G.TS- �E T`_- MISC. ALLEY & PARKING LOT PATCHING 3 N T S 36 EX. ASPHALT CONCRETE (>3" THICK) 6" MIPa CR SURFACIN„ COURSE Iwwp.a ? -ollJ MIN, 4" ASPHALT CONCRETE (2 LIFTS) 7 FAA. JOIN' MUST /-FAA. SAW -CUT �..----- -- - - - - -- ' -GRINC Er.. ASPH6__ >� CONTROL DENSITY ELL ARTERIAL STREET PATCHING 4 N.T S. 36 SEE SECTION 7 -18 AND 2 -09 FOR PATCHING AN'- B4C ' 2. ALL 'BENCHES IN ARTERIAL STREET AREAS L BF _FD I P ' ,E_, WITH TEMPORARY ASPHALT AT THE END OF EACH FORK C '-ES IF PV SSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC FNCNEER 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERM7,.NENTLY PA -SHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY ARET_ 4, SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ON HALF THE DEPTH OF THE EXISTING SLAB. SHALT c C SECTION A —A SECTION B —B BUMP W8 -1 VD( ` S 'v5 3C ',5D- ,o. CNE POST. ?ACA To BACK, SPEED BUMP MARKING & SIGNING DETAIL s UNLESS -TER WISE SPECIFED N �1 FILL 1 1/2:1 UNLESS OTHERWSE SPECIFIED r 3 TH ;lCF .� S5, B A.Sy --_T i 2 UFTS P Or H i`-2- TOP ClG*JFISE R ICx, `., -4' BASE C0JRSE RCC/ AC ALLEY PAVEMENT (15 e T r ROLL 157 16 1 S -0513 RECOi11,1EIRDED FOR APPF.UVHL 7 -z7 -9s FOR PAVEMENT RESTORATION I - SEE DETAIP.S 36 THRRU 36 HEREIN - — - — �.A' 5• MIPJ_ CRUSHED SURFACING T 20�. —PIPE BEDDING MATERIAL i AS SP'ECFED IN 7- 17.3(1)B FOUNDA N MATERIAL G_A.SS A AS DIRECT, _D BY P G'NL�R L VF EP F ICA /A TED FPO A HE- TPENCH ,SHAT L PF REMOVED, HAUL FD L t PO. c.J XrAVA T10fi SNAI L Bt PE °LACED WITH FO ''DATIOII, BFQDING A ACX 2L VL TEPiALS AS SHOWN 11, 'PENCH BACKFIE1 DETAIL AND r_0VPACTED T ACCOPDAICE WITH SPECIFICATIONS 2 L 7"FP,CHE5 7PI POADV /AY APFAS SHALL BE BACKFILLED AND PATCHED ff FVPOPAPY ASPHALT AT END OF EACH WORK DAY, (ALLEY TO BE BA i _ctb.7 STORM & SANITARY SEWER TRENCH BACKFILL DETAIL 7 N. T S. 36 SHEET NOTES I. VEP77CAL CONTROL DATUM BASED ON USC&GS 2, U77LI TY CPO5SING LOCATIONS AND ELFVA TIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACT7W77ES. 3 EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION. 4- STA 17ONING SHOWN IN CENTERLINE OF ROADWAY AS DEFINED BY THE CONTROL POINTS. 5. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. 6. PROVIDE AS -BUILT INFORMA IION SHOWAIG ALL INVERT AND RIM ELEVA 770NS, AND SIDE SEVER LOCATIONS. 7. INSTAL SEWER MAIN AND SERWCES A MINIMUM 2" FROM PARALLEL GAS LINES VREPE CONFLICT OCCURS. 8. ALL CEMENT CONCRETE DRIVEWAYS AND ALLY APPROACHES SHALL BE 9` TRICK (IN ACCORDANCE VAIN STANDARD PLAN # F006, DRAWING I FROTW 9. REPLACE AL DISTURBED CURB & CUTTERS IN ACCORDANCE WITH STANDARD PLAN # FOOB, DRAWING ,f FP05 AND STANDARD PLAN #TTOO1 "CEMENT CONCRETE CURB AND GUT7ER " 10. REPLACE ALL D(SiiRBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN If F007, DRAWING ,2' FR62. 11 WHERE UTILITY PIPE LINE VERTICAL SEPAP,A77ON IS LESS THAN (1) ONE_FOOT, iNSEPT ETHAFOAM HS 600 FLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPAPA TION. Oft 34D HA VINS , COLLIER WAGE - LI IGTONE ASSOC ., INC. 010 STO4ENAY N. SEATT E. WA 98103 -8090 (206) 632 -2664 . w�. c n510N DAT c"m, 3/2e /$7 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CENTRAL RENTON SEWER REPLACEMENT DETAILS DESIGNED- R�EB DALE: 6/27/95 FILE NAME DRA4N L1F'F'I .. CHECKED. SCALE AS NOTED FlEn ac K APPROVED. SHEET. 36 OF: 37 Tm TOPQ08RHIQ & SURVEY SYMBOLS N-11 PI INI Sri SEC OND �11'ANIjVA�TUPED S11- SHEET I'POPOSI I' '�lPLK SIMILAR Ak PONT A/ ELIPHONE LINE X157 NC, VCr—U.", I TOP NOR lH 8ULKF7_lDE OF-CURB NO. R4C LJNI)fRGROUND 1', t NI CA-c- E-31L TER TRANSFORMER 1,07 SPECIFIED q: CAST PC% C2 OXYGEN _RM TRANSMITTER TAP '0 PROPOSED GUARDRAIL -L2 r:E" r; OJERHEAD POWER UNE CONCRE— P, L', PO" I-T OPFIO�;L UBC UNIFORM RUN DING CODE Clili CaljCR�� AI U%17 WATER SYMBOLS SANITARY/STORM SEWER SYMBOLS SECTION & DETAIL NUMBERING SYSTEM C"B GOM0NATEDU P POST, PER, ROWE, U/P UTILFFY POLE CONIC CONCRETE. CONCENTRIC PC POINT OF CURVATURE USGS UNFIFFED STATES GEOLOGICAL SURVEY W— EXIS17NG WAl1RI.lNf F hn EX67J�C )RCE M—, (1) SECTION CUT ON DRAWING 5 CONST CONSTRUCTION PERE PERFORATED Vc VER-11CAL CURVE rRA6 GP CH DE�-.S 71 VITRIFIED pl, PHASE CLAY PIPE E D P1 POINT OF INTERSECTION VERT (S) VERTICAL(S) EXISTING CAP/PLUG EXISTING, SAN _AR S-__ kkT CJL oER-, -3 G�_ PROPERTY LINE VOL VOLUME .0 ON, _�Cw CRECK VALVE PNEU PNEUMATIC VPI VERTICAL POINT OF INTERSECTION PROPOSED CAP/PLUG PROPOSES SWFP (/-j A. I CUBIC YARD PER 3_ �NC �%L '�N_L�7�NG RE PGWEJ? POLE VSs VOLATILE SUSPENDED SOLIDS IL 4%j AP CONDITIONING PRFS PRESSURE EXISTING COUPLING _SD - — Ex';7"C: 5_1-1�41 PRV PR. SSURE REGULATING VALVE W WEST, WATER PROPOSED COUPLING D - I Ps� POUNDS PER SQUARE FOOT E Il'i PS" W/o WITHOUT IA POUNDS PER SQUARE INCH ABSOLUTE WD WATER DISTRICT EXISTING REDUCER _cS_ EX'S7%:� (-7) 31� S SL4104% Di'll/FTER -SfG POUNDS PER SQUIRE INCH GAGE WIM WATER VAIN, WATER METER, WIRE MESH 'c WS WATER SURFACE PROPOSED REDUCER PLO PUBLIC UTILITY DISTRICT N, �vc POLYVINYL CHLORIDE WWF WELDED WIRE FABRIC PROPOSED THRUSI BLOCK EEN—' _-_�-�N OJ_ CROSS SEC-nON DjS_ D, S � C -1 %�,_ PIA POINT OF VERTICAL INTERSECTION WMA WELDED VARE MESH IN PROPOSED WATER METER `�_OECS SHa;P VANHO-EF -S CO, p RADIUS, RANGE NUMBER, POUNDS 0 AT EXISTING FIRE HYDRANT RAD RADIUS & AND w PROPOSED FIRE HYDRANT —C -jSS RE CE P I RECEPTIONIST 0 DIAMETER, PHASE PROPOSED FLANGE JOINT �PC)Pncz�-i S70RM 12-RLIN �jL,ERT REF REFERENCE REG REGULATOR EXISTING MECHANICAL JOINT EXISTNO STORM DwD4,P, VA%HOLL REINF REINFORCED, REINFORCING I PROPOSED MECHANICAL JOINT TG :,—Z RESIL RESILIENT PROPOSE-, S70RV SPAN MAN'�OLE LSA NX-ER, R,11 RESTRAINT JOINT EXISTING HUB RM ROOM OR PUSH-ON JOINT NOTE RE RADIUS POINT. REFERENCE POINT SECTION DETAlk NUVBERING SYSTEM MAY RPM FIEVOL -RONS PER MINUTE PROPOSED HLJB OR PUSH-ON JOINT OR MAY NOT BE USED RR RAILROAD AIR RELIEF VALVE p1w RIGHT OF WAY PROPOSED AIR RELIEE VALVE EXISTING [3LOWOFF T PROPOSED BLOWOFF PROJECT RELATED SYMBOLS PROJECT RELATED NOTES EkETING BUTTERFLY VALVE III! PROPOSED BJTTERFLY VALVE ?, EXISTINC CHECK �ALVF HAMMOND, COLLIER & WADE - CITY OF RENTON 1' PROPOSED CHECK VALVE x GATE ALVL LIVINGSTONE ASSOC., INC, DEl-ALRTMENT OF PUBLIC WORKS 4-10 SMNE W-Y N CENTRAL RENTON SEWER REPLACEMENT SEA E, WA 9810-1-8090 PROPOSED GATE VALVE S-0513 C16) 632-2664 HCW_L SYMBOLS & ABBREVIATIONS 0 EXISTING PLUG VALVE APPR51— I DES.GNtD REB DATE: 6/27/95 FILE NAME PROPOSED PLUG 14[ VF DPH RIVS10" BY APPR. DATE I APPRCIVID ;.E '� K ---- -- ' -- U U ROLL 157 - 162-