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VALVE BOX. -(TYPICAL FOR ABANDONED: VA L VES) 80 ONE CALL 1-800-424-5555 LLI Z Ld I U- 7+00 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. <2 \14 \/ - & WAS z 44863 -0-��NAtRE: 8+00 2 AS-BUILT INFORMATION ADDED 3 AS-BUILT INFORMATION ADDED NO. REVISION SURVEYED: SCALE: RVM/EZ 12/06/10 VB 1 "=20' DESIGNED: AW 11/20/12 DRAWN: AW, J H AW, J H ONE INCH CHECKED: AT FULL SCALE AG, DC, AW, JH IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY AG, DC, LH 10+ VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 A CITY OF mu R EN TON Planning/Building/Public Works Dept. AS--BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS—BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying /I Civil Engineering Land Use Planning H Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com No. REVISION DATE BY AS-BUILTS 12-3-10 ESZ 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� Oil, • V1121 I ... w CONC ASPHALT DRIVE a 111 .. J' RT 8 i1j, CL – 52 IDI-)Mn 48"0 153 (AB) 1.2% 9+6 5e L F 8 " P VC © ".'gop" STEVENS AVE. SW w w ---IASPHALT I UL I Lw QD Q:) CONC 4WALK 0 0 I rf, C') Q (5) 0 IN TX. S TA. 11 + 04.75 S TE VEN A SW CL SW LANGSTON RD. • N 178344.21 STA. 9+68.8, 9.9' LT E 1296811.45 (1) 8"45- BEND (Mixud) ♦ El STA. 9+82.1, J.J' RT E3 _ (1) 8**4 5 BEND (0JAWY) 7 0 POL YWRAP G .......... ..................... ; G G — V1 - . w w 10+00 —1 - W C 0 0 Io D z 10 U) Io 3 U) 10( 11+ +07_ Z C) m 000or 0 20 40 1 " =20' dd'. MALL (1) 8"45- BEND (UJxUJ) Q5 _q rs 0 CDCxDC0 8 Q) , 0 0 TA. 10+67.0, 2.8' RT < + > > + CONC _u D2)(1) 8" GV (FLxMd) Cc DRIVE 0 m I I 0 z > �18 (1) 8" VER T CROSS (MJxYJ) 0 I z W STA. 9+71.4, 14.121 RT (1) 8" TRANSITION COUPLING F— > Q U I (1) 8"45- BEND (MJxUJ) CONNEC T TO EX. 8"W r- T, L, 0 0 0 cu 0 CA ilen Z CP 03 -n I I _� 'Co 0 0 -7u) 00 �, A 03 13) CP L co 0 )3 0 03 0 00 CLAA z 0 oC I -A AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS –BUILT RECORD BASED ON INFORMA TION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. < T n n _10 W m II M < - m m '17- \,_K CD 1`0 QO In STEVENS AVE. 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(z k 0) ot II w 0) LQJ co + 0) 0 () �� k Z Z co Z () C) w- ::�i LIJ CID C� Qj Li-i 2 2 140 . .. . . . . . . . . . . ... . . . . . . . Al 2 740 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE -------- ROAD 0 7,30 730 Y AP 79 C ? - 6.6,%- 120 . . f1 56 -3 LF 8 " P. BV C ) ©17-,' . _ % 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (A . . . .2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 720 NO TES v SEWER -q WA TER A/ 0 TES.• (�_T 9 AInTF rn -4-1 C6 J' COVER MINIMUM. (TYPICAL) QREVOW EXISTING SANITARY Co W co 110 SEWER MANHOLE AND *REPLACE + + �t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . C) WITH'NEWSAN/ TAP Y SEWER' . . . . . .. Z REMOVE AND SAL VA GE EXISTING MANHOLE, FIRE HYDRANT. (n O5Cn 6" PV SIDE SEWER STUB - 314 " WA TER SER VICE (TYPICAL). 700 REPLACEMENT PER STANDARD REPLACEMENT ....................................... ....................................... ................ ...................... ........................... DETAIL 320.4. (TYPICAL FOR . ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO Q) CUSTOMER PRIVATE SERVICE 90 ............. LINE ........................ ....................................... ....................................... ....................................... ........................... Q. co CL OSE VA L VE AND REMO VE EX. VALVE BOX. -(TYPICAL FOR ABANDONED: VA L VES) 80 ONE CALL 1-800-424-5555 LLI Z Ld I U- 7+00 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. <2 \14 \/ - & WAS z 44863 -0-��NAtRE: 8+00 2 AS-BUILT INFORMATION ADDED 3 AS-BUILT INFORMATION ADDED NO. REVISION SURVEYED: SCALE: RVM/EZ 12/06/10 VB 1 "=20' DESIGNED: AW 11/20/12 DRAWN: AW, J H AW, J H ONE INCH CHECKED: AT FULL SCALE AG, DC, AW, JH IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY AG, DC, LH 10+ VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 A CITY OF mu R EN TON Planning/Building/Public Works Dept. AS--BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS—BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying /I Civil Engineering Land Use Planning H Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com No. REVISION DATE BY AS-BUILTS 12-3-10 ESZ 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� ONE CALL 1-800-424-5555 LLI Z Ld I U- 7+00 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. <2 \14 \/ - & WAS z 44863 -0-��NAtRE: 8+00 2 AS-BUILT INFORMATION ADDED 3 AS-BUILT INFORMATION ADDED NO. REVISION SURVEYED: SCALE: RVM/EZ 12/06/10 VB 1 "=20' DESIGNED: AW 11/20/12 DRAWN: AW, J H AW, J H ONE INCH CHECKED: AT FULL SCALE AG, DC, AW, JH IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY AG, DC, LH 10+ VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 A CITY OF mu R EN TON Planning/Building/Public Works Dept. AS--BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS—BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying /I Civil Engineering Land Use Planning H Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com No. REVISION DATE BY AS-BUILTS 12-3-10 ESZ 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� 10+ VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 A CITY OF mu R EN TON Planning/Building/Public Works Dept. AS--BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS—BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying /I Civil Engineering Land Use Planning H Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com No. REVISION DATE BY AS-BUILTS 12-3-10 ESZ 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g�