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HomeMy WebLinkAboutS-345004A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON SEE SHEET WS -06 MATCHUNE A STA. 202 +27.66, 23' RT. 1 -2" AIR VAC. ASSEMBLY 19 S.S.M.H. 19A, TYPE 1 -48 "0 21 \ ® HIGH POINT STA. 202 +33.64, 23.31' LT. PAD SEE SHEEP WS -O6 V n E- 402.75 \ + 51 L.F. 8 "0 PVC S.S./ STA. 202 +12.67, 4.14' RT. -- - 123 L.F. 8 "0 PVC S.S. \ 4 1 -8" 46 BEND (MJ) \ ' AD 20 / PAD CONC. THRUST BLOCKING :,' \ \a'.. "' Ox 10' SEWER \ EL.= 405.25 9 e` \ \ •� EASEMENT PAD 1 0 STA. 02 S.S.M.H. _ , 4.89 L EL= 403.75 = 0 0 x0^ - O 8 S.S.M.H. #6, TYPE 1 -48 "0 \ ' 128 L.F. 8" D.I. W.M. 22 F PAD STA. 202 +01.42, 2.83" LT. / '' PAD EL.= 401.75 / t \ EL.= 401.7 N 5 oA 101 L.F. 8 "0 PVC S.S. ' ( \ 3/4" WATER SERVICE 25 L.F. 8" D.I. W.M. px V PER DETAIL 320.1 (TYP)`° ��li 00 \ OA, V A/ O`�x0 \ pqp 0x W EL. / / /\ ys \�\ O ' �� �.y MAINTAIN 10' MINIMUM = 400.75 V. \ °`j x HORIZONTAL SEPARATION \ '' °�, STA. 202+52.70, 1 61 RT. \�I� BETWEEN WATER AND SEWER U) 169 L.F. 8 "0 O 1 -8" 45' BEND (MJ) °y \Q D W \\ PVC S.S. PGj� CONIC. THRUST BLOCKING \(,lO b\ \ 23 EL P400.75 W PAD N \`�, `� \ Ox`Si - J EL. 403.75 \ "'y \G9� S.S.M.H. #8, TYPE t -48 "0 z 37 L.F. 8" D.I. W.M. \ "^,, \ RTA- 2os +7040 5.00' IT. STA. 201+93.29, 9.60' RTN 1 PAD • 2 -8" GATE( VALVE (FLxMJ) ©\a \ \ o EL.= 402.75 ..1 -8" ADAPTER (FLxMJ) \� Ox CONIC. THRUST BLOCKING �S STA. 201 +67.12, 23.73' RT. \ \ � 1 -5 1/4" FIRE HYDRANT ASSEMBLY � \- -� t, \ FLANGE ELEVATION = 402.43 O STA. 201+67.03, 10.00' RT. x sr8 11 1 -8x6 TEE (FLXMJ) 13 1 -6" GATE VALVE (FLXMJ) PAD / \ • ^ <Y PAD CONIC. THRUST \BLOCKING EL =401 25 EX. S.S.M.H. #4 SEE SHEET WS -02 SEE SHEET WS -03 D 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, 420 PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ELEVATION = 411.79 FEET 410 -- - __ -- TBM 101 - EXISTING 50D NAIL UP 0.5 ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET 400 - - i r o KMI CHECKED FOR COMPLIANCE Tn ^n OV.LIMAnnP Ce12 Wor ft Days Before You Dig 1- 800 -424 -5555 UtiBies Underground Location Center WOUD,OR,WA) RENTON JOB NO. 201 EL.= 400.75 153 L.F. 8 "0 D.I. W.M. / \ AD �\ EL 398.75 � 12 / to rn,1�1: r NOTE: FOR SIDE r - -Q CONNECTION DETAIL SHEET DT -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. VERfICAL aJ� cn I cow N S VERTICAL D ti 4,q o0 o o4 �0 o oa q I I 400 - - i r o KMI CHECKED FOR COMPLIANCE Tn ^n OV.LIMAnnP Ce12 Wor ft Days Before You Dig 1- 800 -424 -5555 UtiBies Underground Location Center WOUD,OR,WA) RENTON JOB NO. 201 EL.= 400.75 153 L.F. 8 "0 D.I. W.M. / \ AD �\ EL 398.75 � 12 / 201 YU,E.uoi KIM = wa.UO j RIM - 395.20 6 0 IN E I E. = 395.52, 6 "0 IN (NW 1 I.E. _ = 395.07„ 8 "0 IN W I.E. = 395.29, 8 "0 OUT (E3 ! I.E. _ 394.97.: 8 "0 OU S) 202 -F00 202 +40 202 +80 i i 1 0 RRST SUBMITTAL ESM 10/15/200 1 SECOND SUBMITTAL ESM 1/31/2 2 THIRD SUBMITTAL ESM t0 /n /201 3 FOURTH SUBMITTAL ESM tz /D6 /201 4 MYLARS ESM tz /22/201 NO. REVISION BY DATE APPR EX I-1 DA.OD O / %00 ' X `- SEE SHEET ® / \ WS -05 \ 24 PAD EL. 40025 PAD \ EL. 399.75\ \ \25 \\ n -p r� 0 �O O 0 0 o O STORM 410 390 380 '.Cia'tTI&19 20' t0' O 20' 40' SCALE: 1 " =20' HORIZ. WATER NOTES: 1 " =10' VERT. 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR \ • TO EXCAVATION FOR THE WATERMAIN INSTALLATION. \ 2. ALL TRENCH RESTORATION \ SHALL BE PER THE CURRENT \ CITY OF RENTON TRENCH AND \ STREET OVERLAY DETAIL. 20 \ SS STUB \ N:180392.73 E:1311782.83 123 L.F. 8"0 PVC S.S. \ EXTEND TO PROPERTY LINE & CAP FOR X FUTURE EXTENSION 21 10' SEWER \ / EASEMENT \ '� / 22 \ \ MATCHUNE A SANITARY SIDE SEWERS SEWER STUB MIN. FF DEPTH 0 END ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 7 401.75 394.26 391.42 S. S.M.H. #4 8 402.75 394.32 392.20 S. S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S.S.M.H. #6 15 1 404.75 397.16 1 395.07 S.S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H. #8 20 403.75 399.08 394.66 S. S.M.H. #8 21 403.75 398.87 392.84 S.S.M.H. #8 22 402.75 397.00 389.07 S.S.M.H. #8 23 401.75 396.00 386.76 S.S.M.H. #8 24 401.25 387.26 386.76 S.S.M.H. 8 I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS NOTE: FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET DT -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. G>N aJ� cn I cow N �0 ti 4,q o0 o o4 �0 o oa q I I 201 YU,E.uoi KIM = wa.UO j RIM - 395.20 6 0 IN E I E. = 395.52, 6 "0 IN (NW 1 I.E. _ = 395.07„ 8 "0 IN W I.E. = 395.29, 8 "0 OUT (E3 ! I.E. _ 394.97.: 8 "0 OU S) 202 -F00 202 +40 202 +80 i i 1 0 RRST SUBMITTAL ESM 10/15/200 1 SECOND SUBMITTAL ESM 1/31/2 2 THIRD SUBMITTAL ESM t0 /n /201 3 FOURTH SUBMITTAL ESM tz /D6 /201 4 MYLARS ESM tz /22/201 NO. REVISION BY DATE APPR EX I-1 DA.OD O / %00 ' X `- SEE SHEET ® / \ WS -05 \ 24 PAD EL. 40025 PAD \ EL. 399.75\ \ \25 \\ n -p r� 0 �O O 0 0 o O STORM 410 390 380 '.Cia'tTI&19 20' t0' O 20' 40' SCALE: 1 " =20' HORIZ. WATER NOTES: 1 " =10' VERT. 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR \ • TO EXCAVATION FOR THE WATERMAIN INSTALLATION. \ 2. ALL TRENCH RESTORATION \ SHALL BE PER THE CURRENT \ CITY OF RENTON TRENCH AND \ STREET OVERLAY DETAIL. 20 \ SS STUB \ N:180392.73 E:1311782.83 123 L.F. 8"0 PVC S.S. \ EXTEND TO PROPERTY LINE & CAP FOR X FUTURE EXTENSION 21 10' SEWER \ / EASEMENT \ '� / 22 \ \ MATCHUNE A SANITARY SIDE SEWERS SEWER STUB MIN. FF DEPTH 0 END ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 7 401.75 394.26 391.42 S. S.M.H. #4 8 402.75 394.32 392.20 S. S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S.S.M.H. #6 15 1 404.75 397.16 1 395.07 S.S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H. #8 20 403.75 399.08 394.66 S. S.M.H. #8 21 403.75 398.87 392.84 S.S.M.H. #8 22 402.75 397.00 389.07 S.S.M.H. #8 23 401.75 396.00 386.76 S.S.M.H. #8 24 401.25 387.26 386.76 S.S.M.H. 8 I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS EX I-1 DA.OD O / %00 ' X `- SEE SHEET ® / \ WS -05 \ 24 PAD EL. 40025 PAD \ EL. 399.75\ \ \25 \\ n -p r� 0 �O O 0 0 o O STORM 410 390 380 '.Cia'tTI&19 20' t0' O 20' 40' SCALE: 1 " =20' HORIZ. WATER NOTES: 1 " =10' VERT. 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR \ • TO EXCAVATION FOR THE WATERMAIN INSTALLATION. \ 2. ALL TRENCH RESTORATION \ SHALL BE PER THE CURRENT \ CITY OF RENTON TRENCH AND \ STREET OVERLAY DETAIL. 20 \ SS STUB \ N:180392.73 E:1311782.83 123 L.F. 8"0 PVC S.S. \ EXTEND TO PROPERTY LINE & CAP FOR X FUTURE EXTENSION 21 10' SEWER \ / EASEMENT \ '� / 22 \ \ MATCHUNE A SANITARY SIDE SEWERS SEWER STUB MIN. FF DEPTH 0 END ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 7 401.75 394.26 391.42 S. S.M.H. #4 8 402.75 394.32 392.20 S. S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S.S.M.H. #6 15 1 404.75 397.16 1 395.07 S.S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H. #8 20 403.75 399.08 394.66 S. S.M.H. #8 21 403.75 398.87 392.84 S.S.M.H. #8 22 402.75 397.00 389.07 S.S.M.H. #8 23 401.75 396.00 386.76 S.S.M.H. #8 24 401.25 387.26 386.76 S.S.M.H. 8 I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS n -p r� 0 �O O 0 0 o O STORM 410 390 380 '.Cia'tTI&19 20' t0' O 20' 40' SCALE: 1 " =20' HORIZ. WATER NOTES: 1 " =10' VERT. 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR \ • TO EXCAVATION FOR THE WATERMAIN INSTALLATION. \ 2. ALL TRENCH RESTORATION \ SHALL BE PER THE CURRENT \ CITY OF RENTON TRENCH AND \ STREET OVERLAY DETAIL. 20 \ SS STUB \ N:180392.73 E:1311782.83 123 L.F. 8"0 PVC S.S. \ EXTEND TO PROPERTY LINE & CAP FOR X FUTURE EXTENSION 21 10' SEWER \ / EASEMENT \ '� / 22 \ \ MATCHUNE A SANITARY SIDE SEWERS SEWER STUB MIN. FF DEPTH 0 END ELEV. 0 DOWNSTREAM LOTS ELEV. OF STUB S.S. MAIN S.S.M.H. 7 401.75 394.26 391.42 S. S.M.H. #4 8 402.75 394.32 392.20 S. S.M.H. #4 10 399.75 391.53 390.97 S.S.M.H. #4 11 401.75 394.15 392.14 S.S.M.H. #4 14 403.75 394.58 393.20 S.S.M.H. #6 15 1 404.75 397.16 1 395.07 S.S.M.H. #9 19 404.75 398.50 395.39 S.S.M.H. #8 20 403.75 399.08 394.66 S. S.M.H. #8 21 403.75 398.87 392.84 S.S.M.H. #8 22 402.75 397.00 389.07 S.S.M.H. #8 23 401.75 396.00 386.76 S.S.M.H. #8 24 401.25 387.26 386.76 S.S.M.H. 8 I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS I .0 d0 Dom O i0 �N l iN OO cV �iN -II v IV [ lv m mod' ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS ! 123 L.F., 8 "0 S.S. 0 S = S.S. STUB .... LE. = 394.50, 8 "0 i - I EXTEND 70 PROPERTY LINE & CAP FOR FUTURE I.E. 393.73, I.E. = 393.63, in z N W z KIM = oy,0.00 1 1 ! 8 "01 IN (W) I.E. = 386.89, 6 "0 IN NE,E) S.S.M.H. #9 NORTH 8 "0i OUT (E) I.E. = 38,6.76, 8 "0 IN1 �W I.E. = 386.66, 8 "0 OUT �S); _____------ S- 345004 ID COURT 20 203 F60 204 +00 203+ _ wK.ETm: SCNE M1G HO- W1 1 �1• 8'M r ' CITY OF GLADCO DEVELOPMENT, L.L.C. } ROSEWOOD HIGHLANDS RENTON P�-L" IPAAN: tl� «E " LL DATUM planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS -04 CNELKEO: AT N " NW ME .MLR rarnovN: swE.ecoAONC�r vuxT: 20'31 3 q-500 4 34500+ REVISIONS NO. DISORIPtION DATE BY FlRSf SUBMIROL 0 10/15/20 ESM MOOND sum"k 1 01/31/2008 PSI INTRO WW"AL 2 ESM 10/22/2010 FOURM W MRTAL 3 12/08/2010 D,, r ARs 4 12/22/2010 IT FSI O 2 VJ 3 Z J � `< li tY CL Z T o W a 0g Q = a W O 0 te O We Q W F J � 3 O z i a yO C U 8 $ w ® @ 33 O W m Fq 0 C t Q - 2 N& ¢ 0 c °S E 3' j Nm 0 n OE 0 Z to m > 9a -M 0 - � 1, 3 =O W00 -qb V m L �cAST�° JOB NO.: 1352- 001 -006 DWG. NAME: WS -04 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS -04 20 OF 31 SHEETS